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HomeMy WebLinkAboutSPRADDLE CREEK ESTATES UTILITY AND SITE PLANS 1991.pdf i 1 � JANUARY 1991 � SPRADDLE CREEK CLUB ESTATES INC . � � CENERAL NOTES INDEX TO DRAWINGS ` I i y '" i , � i� � � - � I i �� _ - -- �t 1 . CONTRACTOR SHALL BE RESPONSIBLE TO VLGi11- Y fHL LXiS-iLii � a iJii (/ � � � 9Gp� � - � �/ '� , . _ .�1 4e LOCATION OF ALL UTILITIES ALONG THE ROUTE OF WORI( PHIUI � �IU �� � iL � � � � � «� �r COMMENCEMENT OF CONSTRUCTION THE CONTHAC fOR SHALL � ONIACT � � � " / "- � / //� ALLUTILITIESTOLOCATETHEIRFACIUTIESANDCOORDINATESCHEDULES . SHEET NO. DESCRIPTION � �� � � ' ' 2. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO UPPER EAGLE � ' % / � / / ' � . -- // � � � .' � ,�i - i� /j� � ' VALLEY CONSOLIDATED SANITATION DISTRICT STANDARDS AND ��. � . . ' J � � � I � / i i . �� "� � �� SPECIFICATIONS. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO VAIL 1 COVER SHEET v � � : ,, ; i . ., � �/ ;' .' ' � VALLEY CONSOLIDATED WATER DISTRICT STANDARDS AND / ; I � � I' ; / /I/ SPECIFICATIONS. 2 OVERALL UTILITY PLAN _ - � ;�,' , , ` � ' � � � � ! � I � � I� 3. RIM ELEVATIONS ON ALL MANHOLES ARE APPROXIMATE ONLY. � � � � � � � �' � � � . � � ,�� �I �I� � � � CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING RING AND COVERS 3 FRONTAGE ROAD IMPROVEMENTS (Gfading & Striping) � - � ' '�� l % � � � i � � � � ; j , y� Ir I � � TO THE FINISH GRADE ELEVATIONS. � -� � � � ' : �" . �� � -" � �j� /� � � � '� ��� 4 PRONTAGE ROAD IMPROVEMENTS (Cross Sections) � / ; !��% j /, ���/I ' � - � � � = �;i ! ' I ,` :\ \ �\\ \ 4. THE STATIONING FOR THE WATER 8 SEWER SERVICE LINES IS � APPROXIMATE AND BASED ON EACH LINE'S STATIONING. WHERE WATER 5 GILLETT ROAD (Roadway & Storm Drain) - STA. 0 + 00 to STA. 15 + 50 � ; � � � � � .� � - � � � � `� �\ \ & SEWER SERVICES ARE STUBBED OUT TOGETHER THE STUBS SNALL BE - - - , � � � � � \ \ \ \�� INSTALLED 10 FEET APART. SERVICE LINES SMALL BE EXTENDED 10 FEET � ,�� � . , �-\., ' I � � ' � � �' �� \ \ BEYOND THE PROPERTY LINE, EXCEPT WHERE INDICATED. ALL WATER 6 GILLETT ROAD (Roadway & Storm Drain) - STA. 15 + 50 to STA. 31 + 00 � 8� 1 � �� ��. � �- SERVICES ARE TO BE t INCH AND ALL SEWER SERVICES 4 INCH EXCEPT '� I '� � �� J,� . �` I ' - �� ` 9t� WHERE INDICATED. THE ENDS OF THE STUBS SHALL BE MARKED WITH A � GILLETT ROAD (Roadway & Storm Drain) - STA. 31 + 00 to STA. 46 + 00 � � ` 4 X 4 REDWOOD POST. � � �� � i\ '� i ` ��' � � / I! ' � - 8 GILLETT ROAD (Roadway & Storm Drain) - STA. 46 + 00 to STA. 61 + 66 I / � � 5. ALL PAVEMENT PATCHING AND REPLACEMENT SHALL CONFORM TO TOWN 4g�� �//�� �� � " � \ - - ' OP VAIL OR COLORADO DEPT. OF HIGHWAY STANDARDS AND — �� 1 _ 2giRg Std .� t- - = � � �� � � � SPECIFICATIONS WHEREVER APPLICABLE. 9 ROSE LANE (Roadway & Storm Drain) - STA. 0 + 00 to STA. 6 + 74 L - - - - = - - - - - pR GT SITE - � � - , ;• 83 � � M �� � ' � �- . 6. THE OPEN CUT OF THE FRONTAGE ROAD SHALL BE COORDINATED AND 10 STORM DRAIN PLAN & PROFILE . . p `. - . -- -' ... . _ � \ . � � . � � " - - - �{ I, l�i � I - �--- '�- � , � � � ,e�� �� � SCHEDULED WITH THE TOWN OF VAIL AND THE COLORADO DEPARTMENT FOREST SERVICE ACCESS ROAD PROFILE -- - - - i ' � ._ , � � � OF HIGHWAYS. � 1 � GRADING PLAN - ROSE LANE & GILLETT ROAD INTERSECTION , `' � � l � y w.` _ � � ' � , ` � � 7 . THE CONTRACTOR SHALL COORDINATE BORING OPERATIONS UNDER THE � Y � �`� � � i � �. � INTERSTATE WITH THE COLORADO DEPARTMENT OF HIGHWAYS. GILLETT ROAD - STA. 34 + 00 t0 STA. 40 + 00 . . - ��r� � , - _. __«,.... " � � \ • ' •""D°" `�`" �°"_ � f1� � 12 GRADING PLAN - GILLETT ROAD - STA. 48 + 00 to STA. 57 + 00 � � ' � . . . _._. _ . _ , - - - - - - 8 . BENCNMARKS: . �� t � �� r� � `� . \ � �ial I �\ � CORF' ` R TOP OF BRASS CAP BLM REFERENCE MARK; APPROwMaTELY 1 �5 FT . GILLETT ROAD & ROSE LANE CUL-DE-SAGS � � � � _� _ _ �,; _ =�'�^�_ SOUTH OF THE SOUTHWEST CORNER OF PROPERTY SEDIMENTATION POND - LOTS 4 & 5 • • • ' • :' � ' �- _ e �EV. = e2yo.00 13 BOOSTER PUMP STATION - GRADING PLAN & DETAILS � I 'i ' ' - - � � - ,_ _ — �, ' •�--�-` � y I � ' '•' �, '� � � � •« ,� � ` - ' - TOP OF BLM BRASS CAP AT THE INTERSTATE RIGHT OF !�j1 � -�� . ' � . � � • � � � -� WAYANDTHESECTIONLWE; APPROXIMATELY128FEETNORTHWEST � �• • ' � SANITARY SEWER PLAN & PROFILE - STA. 0 + 00 to STA. 12 + 50 �� . . . . �=�-�_� � � � � � . , ��� OF THE INTERSECTION OF GILLETT ROAD AND THE NORTH FRONTAGE � 4 . � . , `=-'�----c-\ . �,� � . � � , ,, � � � ` u � ♦ � , Va, ll � � -- - ROAD. ELEV. = 8205.38 _ _ _ _ � _ _ _ _ _ _ _�; �_��_ � : .� � �-r � • • \ � � � � , � � S WATERLINE PLAN & PROFILE - STA 0 + 00 to STA. 13 + 82 �I _ . - ��'�`. , i i . _ �. � ` , ;. � , - . 9 . THE FINAL PLAT SHOULD BE REFERENCED FOR CENTERLINE AND � � f- -�- � ; � t , � : - • �\ .���� EASEMENT INFORMATION. 16 PLAN & PROFILE - SANITARY SEWER - STA. 12 + 50 to STA. 25 + 00 � �' I � � �• • . ' • � �� � � ' . 1 10. AlL WETLAND AREAS ON SITE OR ADJACENT TO THE SITE SHALL NOT BE WATERLINE � �. 1 � \ ~ DISTURBED OR TRESPASSED ON DURING CONSTRUCTION. � ._____.� (`� � \' °, , ' ' 1 - �, �_ __ ., _ y � PLAN & PROFILE - SANITARY SEWER - STA. 25 + 00 to 39 + 00 �� I = �. - -__ � ��:��T l`�- �� / \� � . 11 . THE CONTRACTOR SHALL UTILIZE DESIGNATED STAGING AREAS. THESE WATERLINE ` � � �� 1 � 1 � / AREAS ARE AT THE END OF ROSE LANE AND GILLETT ROAD AND AT THE � ^I - - ? ` _ ��� ' ' ' ,� = =� ` — exisTiNC sTns�e aaea. 18 SANITARY SEWER PLAN & PROFILE 1/ 7 � \ �� � °� . � I � �% �� 12. THE HEIGHT AND EXTENT OF RETAINING WALLS SHALL BE EVALUATED 19 WATERLINE PLAN & PROFILE - STA. 37 + 84 to STA. 42 + 43 � AFTER SLOPE STAKING. WHEREVER POSSIBLE THE WALLS SHALL BE STORAGE TANK ACCESS . 1 ���__ � I � 1 \ �� � � REDUCED, TO MINIMIZE VISUAL �MPACT. WALLS C1 , C2, 11 , K1 , M1 , 01 , Y1 , � �, 89 I� �\_ - ` _ _ � �\ 1 � AND 21 WILL BE REDUCED OR ELIMINATED IF POSSIBLE. 20 STORAGE TANK - PLANS & SECTIONS 5 � � - � � � - i - � � 1 � % '�� � 13. ALL STRE�,T AND REGULATORY SIGNAGE INSTALLED UNDER THIS CONTRACT 2� " � � '� � % - i� - - - - h , � . ' STORAGE TANK - SECTIONS & DETAILS \ '�; " , _ _ � � \ \�\\ � � \\ � � � � � � ` SHALL CONFORM TO THE TOWN OF VAIL REOUIREMENTS. � -'� ` `� . . __ _ I� �=� �� � _ _ , , _ __ \ __J . ; � 11- ���� ' �i \Jy . 14. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UTILITY 22 WATER & SEWER - DETAIL SHEET _ � � - _- -� ' - � � L�', � \ �I , . . SLEEVING WITH THE LOCAL UTILITV COMPANIES TO MINIMIZE PAVEMENT - �I= ° � ��- - -- - � _ ' - �` '` ` �' ' � \ - CUTS AFfER CONSTRUCTION OF ROADWAYS. z3 ROADWAY - DETAIL SHEET � � 5. THE CONTRACTOR SHALL INSTALL BASE FOUNDATIONS FOR STREET 24 � LIGHTS AT LOCATIONS SHOWN ON THE PLANS AND PROVIDE ELECTRIC DRAINAGE & EROSION CONTROL - DETAIL SHEET VICINITY MAP , POWER TO THESE LOCATIONS. STREET LIGHT S7ANDARDS SHALL BE DETERMINED AT A LATER DATE WITH THE INSTALLATION COSTS 25 - 29 ROADWAY CROSS-SECTION SHEETS NEGOTIATED WITH THE CONTRACTOR OR WITH INSTALLATION BV OTHERS. SCALE° 1" = 1000 ' 30 - 44 WALL PROFILES AND DETAILS ° i6. ALL REPLACEMENT FENCING SHALL BE TO CDOH STANDARD M-6074 WITH \ METAL POSTS AND PER CDOH STANDARD SPECIFICATIONS, SECTION 710. L1 - L12 LANDSCAPE PLANS / t i ■�/Yir�c Engineering Consultants 953 So. Frontage Rd. West , Suite 202 Vall, Colorado 81657 303/476�6340 _ - — —...� �.. - ... �- --- - -----,— , � � � ., � � � . � , , , � � , , I i � , , , i , I i I I / , ' � � - - - \ ' � — i / , / i . , � � � � � � � � � — ' � � \ ' \_ � % � % '" = ;� _ � � •r� �/ /%//� �� � � I ` I I I � � � � � � ( 1 � ) l � \ � � � � � ` � -- - -� � \ � � LEGEND � ._ � ' � � �... � � i -` � / / / � // � I ` \\ �� � � 1 � I ` � I � 1 � \ �\ � � . _ � � .... `.� �� �\ _ _ - _ = � - :::: _ - _ _ _ � . � , , l / � � � � � , � �� , . __ - - - � ��� � � 8�00 ��' EXISTING CONTOUR — � � �/ � ��+� � -- � �/ � I/ r 1 \ I �1 � �. I ��' � / -� � �a' � � � � - - � 8 � / / � � � _ _ � �� / � I � III 1 1 \ \ \ _ � \ \ � � / � \\\ y� \ �\ _ � � / / ' � �... -� _ � / / l/ � \ ` \\ \ \ \ � \ \\ \ � � �� \ � ..:e — J � — y, � �' � � TREE LINE — � %/' ' .w. � — / �� / / /��r//�' \ \\ \1\\ 1\\ 1 \ \ \ \\\\ \ �\ \� \ � �' � �� � \ � a.• \ 4 � � - - - -� � � � � � \ \\ \ ''`. - CENTERLINE OF ROAD� i — __ � - - - ' 1: / _ _ .__ � � � ���� — / /�// � I //� 1 \ \ \\� \ \\ \ \ \ \ \ \ \ \ \ \ \ \ — / � •~ •'�• � ` _ \�� / � � — � \ \ \ \ \ \ \ � � — � — _' � •"• � — � � � �� � � /� �+`//^ \\ \ \\ \ \ \ \ \ \ � � � � \ � —'—� "�— �\\ \ 4• \•���\ � ' �— SS — SANITARY SEWER iMANHOLE � - - - - - / •`•• - - � � � / �/ / /,+' / ' \ \� ��\ � \ T 6 � TH-11'1� ` ` — ��•• - - _ - - — ~ \ � \ •. � � \\\ � 00 50 0 100 200 300 — � _ � i / '�s�� �\ � \ � •'�' � � � //pi �j 1 \ \ �: `\ \ \\\\\\\ \\\\ 'S\ \ �a. ���i ,� � ` � _ `� � -- nn � —_ �m � �\\\ \ \ \ \ � - __ _ ' \ � � � / / ��j! �/ \ ` \ i \\ • 11 \ = 4� 4y • �� �i � i \ \\ \ \ � �_ \ � ' ` �>�� __ .� � _� __ nc� — � � _ � � \\\ ��y \ �\ W WATERLINE _ ,_ i � \ / � + \ . ., . . ., • GRAPHIC SCALE 1 "= 100' - - - - - - � •". � \ \ .�• / �/� ' �� � � � \ :"s � : ; : ' �\\ � � •». �LOT 12 .,'. — - - - � � \ ,, '�, 4'• � �k INDICATESDRIVEWAYENTRANCE - - � � _ _ — .�` � � � — / � �����.� / )II\ ": \ \S� 1 "• � \ �� \ \ \\ \\ \ � � __ - -- -- •� \ \\\ � _ � \ � � � � — � � a� \ y \ ' \ � � � � � .. \ � � — ___ — .�. _ ; �� � � •°" %�����s�� � � �\��� \ � l\ � � � � � ��� �� ���� � � � _ — .,.. \\ =- � __— ' � .... — _ \�. _ �� � �� \ � FIRE HYDRANT ASSEMBLY — uu � � \ \ __ — "~ �� /� �I �� I 1 \J ` � � ` � ���� � � � — •�t� � � � - - f � � � � \ � �� �� THRUST BLOCK _ - - - - - — .a. � \ � \ ` _ •',ee�/ �j //� �1'� � I \ I� e ) I \ ; 1 � \ \� \ \ \\\\\ \\\\ � \ .>.. � •�, � \ v �. —_ =� � , � � - � \ �� \\ EXPLORATORY BORING LEGEND : — "'• � \ \ � �•• �j �� ',. I ( I � I II 1 � � � � � \�\ \ \\� � ••„ � � ` — � �� MN 24 �'• � � � �� ' �_ WATERLINE VAIVE _--- - — �e�• � \ � � \ � ''t� �// �� � / ���a 1 I Til \ \ \ \\ \ � � \\ \\ \ �� �s�� � � — _'� �\ -- � � � \ \ � •�`' � APPROXIMATE LOCATION OF BORINGS DRILLED - - - � � — .,.. � � � �/�j � �� � I I I ' \\ ` \ � �� � \� � ., r•,"° — _ _ , � — '•+• \ t � ` � _ � � � °s � FOR JOB NO. 90-30 (TH- 101 THRU TH- 115) _ � � � � \ � `� p� • � � � I � � � � \ � \ � \ �`% �' � -- -- - � �' \ � � � \ , - _ _ _ _ _ ..h � _ \ � � •� ��/� i� � I I \ _ � � � �� .�. �, •'•. •'� � •`.�•' S�.�T ,a .� - uN _ TH�11 _ APPROXIMATE LOCATION OF BORINGS DRILLED � — � � — � � �"' � ` � � � i '�. I : � \ � �'' � � � � \ �� � � � ��� � � � � ''a � ` �' \ \\ \ \\ •� jj//j///////� TOPSOIL STOFFAGE # FOR JOB NO. 90-44 (TH-7 THRU TH-10) — � � � _ •�>. _ � � --� ` �� / / � � f I I . I I �., � \ NTVI. 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SEE SHEET 22 FOR THRU6T 9LOCK, GRAVITY . ` � \ � � ` \ � \ THRUST BLOCK AMD FIRE HYDRANT ASSEMBLY , � N�N I � \ \ � � � DEfAILS � . � , \ � � � � 2. WATERLINE SHALL BE INSTALLED WITH A � � � � ' , � _ S�� � � MINIMUM COVER OF 7.0 FEET. � � EX15T. MF1 6 - 3 , �Lt� TMO TLD SHEETS SHEET DRAWN DESIGNED CHECKED �� En ineerin Consultants SPRADDLE CREEK SUBDI'VISION KK� , �iq, U'1IV�ED MH . NUMpGlc3 • ����N..,� �w� 9 g OVERALL UTILITY PLAN ' I 9AM 3 - I I- 91 ADD ?e57 N� �E2 , ?oP9oil Sro�p,G� , SCK�I�I61G � oPEP-R"Clo�JS EqIltPM6lJT I - ZS - 9 � la� ' D � � 2900 South College Avenue 1155 Kelly Johnaon Blvd., Sulte 100 953 So. Frontage Rd. WesZ, Suite 202 VAII�, COLORADO �`'� � ° APPROVED DATE PROJECT N0 . Fort Collins, Colorado 80525 Colorado Springa, Colorado 80920 Vall, Colorado 81857 R NO- BY DATE REVISION DESCRIPTION 303/226-4955 719I598-4107 3031478-6340 � vrHnc arvca runorw, roR[sr NOTFS : 51A . IOI + 4� • 5 1 . 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GOtJ5T� l1CT G202lOhl BALE 6EDIMENT / i0 6 g2 �- - H1,' CL011D21DE DI�Ca EVC-R`/ [b0� 1e� _� eZ � _ _ - � _ - - - 1 - 6 - - - - - azes � Z % 1 �AP /-�T EI.ID OF IZIP �/aP. . � - � � �." ` IN�ERGCPZOR - . _ _ v . - - � - r zas - - - - - - e� v 20o i�l� 8185. 4'i � , 5 . , � - ezab , i " � SvrA�e � ':� N , 9 9 + e FE 5 5EC t �AsN �ACK e`L �� `+`L ., '� _ ., ' - . �' . 0 ,� - - . . � _. � � . - . eaes - -. _ _ ,-._ � _ - � � a . . . . _ . _ . - - - _ � - 6 - , . . _ _ - - - � - 8205 - - - - - - -- -OGT� II. 5N 23 ,_ . �-- ° Q4 T ,� i rJ , ' eti PIZOP09�0 EDGE . 206 - - - 04 -�`'� - ,- -�-� _ _ -- _ - . , . , �� , _ e - �5 � a " - 200 � - - - -- - -- - - _ , ' B� " 1� OF F15P1-lAL'( , a3 - _ �' -1- �.-�� R�.D .�1 �� ��' a, � . - a o2 E _ ' / � � � , j3 - " � C'� ��J�. b� C�'{ - y �9 ,. . _ ,, : . . . �1P, 9 � ��'_--�_,�„ . . e HLt , N . . _v � '. _: .. , _. 8195 - f �� l,ii \ �_ / �� ' _ ' 9Zp0�.. . -_ �� 82 � - �� - � 9 : ei y � �. , � . . . . . . a _ _ � _ _ _ � .�- - _ - _ - _ . _. � ez�� eze �1 H ; ee . . 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J � ° - - - = ` 6 � : . i . . - �� . . - .��, . . 13 .l. -r- ;'-__' <e.r�? a z , , _ . . - `,� _ _ _ ,� �_7 �� _ _ \ - . _ IDE _ , .. _ � - - � � ^�'�_"��--` -� y � 1 � i _r - � SLAPETi MS5� w�f��4� � - - -,.,� _ _ io .i oo � � ' i' _- � l � - � - � - .T _-. -�== '�� ' io3a � _ --' ' • � -- - - iol , oo i v r ��` 5 � ( lot-!t� i � � � , , _ '�►� � . � io : i tAPER to _ E --�=-- �� � _ _ _ - � - �_ ' � f � �� � � � � � OLD SPRADDLE � E '- �J _- � -- - - ---- era. {o2 + q6.�e �1. 51a . io2 , oi . 55_ P.c �a.5,' , - ��- � � ,-(� , � � ; Y � Y � ' ,,\ �CR EK ROAD ' MATGN �XI�jT. � f �04< 00 _ �- 'f 3 � / = � � ONTAGE ROAD - - � �2' � . P� \ \� 19 � I � ' , � • ,z' i FR - - - ' - ' °' ; �' - - , � l2 . " � � " � a.aEX15j. � �� �� ._-�-- t. -- - - . - � _05 .� � � _ _" � � , t iE� MN � � EX�vE 4�cMPZ�V+ _, I , GILLETT ROAD�'R€: SHE T 5D 51A , 105k �'1 . 66 t2 � SFA . too+ oo - +W. i2 ,, �, � � - -� e -- - -- , � � � PROp05E� E�G6 _ � � . BND COt�51Rl1CtI0N O �Lk: �T53a- 00 i OF A�iPNAI.T _- - -- ; : Sl 4 { _ ' ONSPRADD - .tR �D . � � C',� 2EGQADE � �\_ ` � � i �9s � � � gZpp � � EDGE OF ASPFIAL"( � 6�90 �57 EDGE� 10 I TAPER 10 � � g195 � __ _ � �� EDG� Of A6F'NALT � � d � \ � - p ��- � Za59 Ft . �T oFASPNA�T � EQO6�oN BALE -�;, ;°� " � � , , , � - `��� _ -> � �iTFa . I�Q + _- -- � � � �� l02 r 00 ID � � ` � - �, � B? � 25.o FL �T � CNECK DAMS Q �A� F `� d � � '� MA1CN �X15T. EL . S196 . 61 _ - El. . 8189 . 6Z � �r_ 8j8 � r r�� V ' � .\ � �� � � �., _ , °o � -_ 51A . 105 + 1�. 66 - J et, . B199 .o0 � -- - - a�eo � E� . S194 . �0 _ _ _ -- e� es - - - - 'e �as - - � � > - - � i - H �_, � / S �, ! �_ _\ E �1 , � E � � \ '9p �.0 , � �, E , , n \ � \ ASPNAt-'1 � EDGE oE ASPNA�'f � 18 . 0 FT. �'f � Zb.o FT. Lt �'{r� a �i' \ eDGE OF ASPNA�"f - � _ � - f � - INV. 8184 .2 it�V. BISD.¢ ,--_ \ ! � � � �� �� �\ 18. o Fi. lT I - - - -- . - - . . ll � \ i�IJ, BI'19 . 5 � > , �l � ' � VrV -� \ \ E� . 82oi . ZZ \ • . . _ . . . ` � �i � , r, � 5TA . 10 l + 00 � ' - �EX151. EDGE t�- CX1 � , D1TC4-I EDGE 0� ASPNAI,T gEDIME �If �2AP � � � ? - - , � � r� ,. �_ � etBS - _ _ � � �' \ 57A , 105 + 00 25. o f� �T � , � _ -- V � � � _ \ 0� ASPHA�7 E�. B191 . 50 ---- - - - � 12 � - �� ,� � � � i � � ---�_ -_ _ y � � EDGE OF A6PHALT STA . 100 + Oo - �� ; E{ZOSIOb� 6ALE r 1 j �- � \ - -- - 18 . 0 CT, Lt 1670 ACCESS RAMP EOGE OF ASPHAL7 _" I � 5TA . 99 + 50 , 00 i _ _ � gEpiME1.t( 1RAP T T � � 5 p c l � - EL , 8201 . 00 25. 0 Fj. LT N I XI T lT �- - -- - - - ES�_ �!$$. Z8 � E�GE OF ASPNA�T � A STP . 9q + SD. DO �i , � � __ CURVE DATA � - s I �•$�84 �6 I EDGE DF ,A9PHA�7 v i � i �` - � ZS.o Ft. 1�7 N � � � � - __ �• � e� . 81a6 . 4 � � � � - 70 EX - DELTA RADIUS LENGTH CHORD CHORD $RG . � , _ T�� _ - - -- --- _ _ - - wi - - � IT RAMP 1 57 ° O1 ' 55 " 100 . 00 ' 99 . 54 ' 95 . 48 ' N22 ° 19 ' 25 ° W NORTHING EASTING � I ,' x , r _ EXI�. DQOP If� LET 1V � � � � - � 2 24 ° 57 ' 58 " 100 . 00 � 43 . 57 � 43 . 23 � N63 ° 19 � 21 �' W TANGENT DF�TA A 11810 . 2743 8806 . 2724 ` G�7E �L . 81�.9 d �i I ; � i � 4 6 ° 49 13 800 . 00 95 . 23 95 . 17 N79 ° 12 57 W � r i � - � 7 6 ° 49 ' 13 " 594 . 00 ' 70 . 71 ' 70 . 67 ' S79 ° 12 ' 57 " E LENGTH BEARING g 12002 . 9011 8265 . 6807 ' I ,� � 9 24 ° 19 ' 09 " 75 . 00 ' 31 . 83 ' 31 . 60 ' S63 ° 38 ' 46 " E C 11985 . 0313 8263 . 5199 � � °a 10 67 ° 08 ' 40 " 24 . 00 ' 28 . 13 ' 26 . 54 ' S17 ° 54 ' 52 " E 3 157 . 97 ' N75 ° 48 ' 21 " W D 11832 . 0799 8730 . 5167 � I S1A . 99 + DO.d,6 P. C . 12 53 ° 07 ' 48 " 30 . 00 ' 27 . 82 ' 26 . 83 ' S79 ° O5 ' 33 " W 5 220 . 88 ' N82 ° 37 ' 34 " W E 12020 . 7709 8267 . 8415 , 14 6 ° 48 ' 25 " 606 . 00 ' 72 . Op ' 71 . 95 ' N79 ° 12 ' 33 " W 6 172 . 98 ' S82 ° 37 ' 34 " E F 11929 . 3229 8783 . 0005 16 14 ° 05 '07 ' 125 . 00 ' 30 .73 ' 30 .65 ' N68 ° 45 ' 47 ' W g zz7 , '71 ' S75 ° 48 ' 21 " E G 11921 . 1614 8818 . 9431 ! I 17 63 ° O6 ' 41 ' 20 . 00 ' 22 . 03 ' 20 .93' S86 ° 43 ' 26 ' W 11 18 . 00 ' S15 ° 39 ' 28 " W H 11845 . 0476 8829 . 5328 I 18 78 ° 26 ' 19 " 20 . 00 ' 27 . 38 ' 25 . 29 ' N46 ° 33 ' 13 " E 13 293 . 32 ' N82 ° 3 � ' 46 " W I 11898 . 5990 8770 . 0053 19 30 ° 21 ' 49 ° 125 . 00 ' 66 . 24 ' 65 . 47 ' N26 ° 14 ' 42 " W 15 111 . 5p ' N75 ° 48 ' 21 " W J 11993 . 63416 8684 . 67827 � i K 11960 . 5380 sa3 � . 6ses , LEFT TURN LANE IMPROVEMENTS � i _ _ __ _ _ R� �' K `NG �� Engineerirrg Consultants SPRADDLE CREEK SUBD�IVISION LEFT TURN LANE IMPROVEMENTS AND sHEErs sHEET - _ _ ___ _ - - - - DRAWN DESIGNED CHECKED I - 28 - 91 �8"1 - OII 2900 Snuth Coilege Avenue ll55 Kelly Johnson BIvd . Suite 100 953 So Frontage Rd West . Suite 202 VAIL, COLORADO 44 3 " � APPROVED DATE PROJECT N0 . Fon Coii � na. Colorado 80525 Colorado Springs. Colorado 80920 Vaii , Coloradu 81657 SIGNING AND STRIPING PLAN ; N O B Y D A T E R E V IS I ON D E SC R I PT I O N 3o3iz2s-ass5 719/598-4107 's03/476 6340 8ZOO J -' � N � � OC OC � J � � � � J J ¢ , N J N � ' N - � OC a ., J , J J OC p[ � � p[ � OC � {� , W � � m ui N a � � a N 2 � ,v � � �! N � Q N p � N T tp N N � ,� y Q N ti� o O q d v V � 0 � U � p N � _ _ _ = Q � d � W N d � C F Q N OL 1- Q � G pC Q oc � o � w � a w � N oC � Q d � d � � � � 1 . LOCAL ORDINANCE REQUIRES A CONSTRUCTION PERMIT FROM TOWN OF � � Q � Q � o� � � s � � o o � � ° o o � � � 8195 "- N 8205 � � � � x a c � w ° 8210 VAIL. `� w w � � �c � �v i � F N d w X 2. SURFACING IS REQUIRED AS FOLLOWS : 12" OF CLASS 1 GRAVEL IN 2-6 " � o �' � z w LIFTS ; 6" OF CLASS 6 GRAVEL IN 1 -6" LIFT; 6" OF HBP IN 2,3" LIFTS OF GRADE � / � W `� � �-' �-' E, EX, OR EQUIVALENT. THE ASPHALT CEMENT IN THE HBP SHALL BE AC °C i � -- � 10. 8190 I 8200 � � � � � 8205 3. NO DRAINAGE FROM THIS SITE SHALL ENTER ONTO THE SURFACE OF THE HIGHWAY. ALL EXISTING DRAINAGE STRUCTURES SHALL BE EXTENDED TO � � � ACCOMMODATE ALL NEW CONSTRUCTION AND SAFETY STANDARDS . � � / I - 70 ACC SS RAMP � � �/ 4 . CONTRACTOR SHALL FOLLOW THE APPLICABLE CONSTRUCTION I / SPECIFICATIONS SET FOR BY THE DEPARTMENT OF HIGHWAYS IN THE � 195 I A LATEST MANUAL STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 8185 I / 8200 CONSTRUCTION . THE CONTRACTOR IS RESPONSIBLE FOR ANY UTILITIES 0. 39 % � i DISRUPTED BY THE CONSTRUCTION OF SPRADDLE CREEK ROAD AND ALL UIIL%7IZ-L�1ZL �Zf1Z7_TJ1- l�/1ZLTIZTJIUJI-IZZT17 3,�4�', � 20�� . 2.41Y• Z _ _ � EXPENSES INCURRED FOR REPAIR. ANY DAMAGE TO ANY EXISTING 39a.(, r 4 : � Z' � Jl� HIGHWAY FACILITIES SHALL BE REPAIRED PRIOR TO CONTINUING OTHER 8190 y � WORK . 8180 Z ��f � 6 " � 8195 5 . COMPACTION OF SUB-GRADE, EMBANKMENTS AND BACKFILL SHALL 4 COMPLY WITH SECTION 203. 11 OF THE DIVISION OF HIGHWAYS STANDARD � i � � � � / SPECIFICATIONS . � � a ,� 6 . COMPACTION OF HOT BITUMINOUS PAVEMENT (HBP) SHALL COMPLY WITH � � i � SECTION 401 . 17 OF THE DIVISION OF HIGHWAYS STANDARD 8185 — ' �, � 8190 SPECIFICATIONS. 8175 � � � i a � , ' 7 . IF FROST IS PRESENT IN THE SUB-GRADE, NO SURFACING MATERIAL SHALL � � � BE PLACED UNTIL ALL FROST IS GONE OR REMOVED . a� m , � � � � � � 8 SAW OR SCORE ASPHALT TO ASSURE A STRAIGHT EDGE FOR PATCHING . � °O i ^ ,� 9 THE FIRST 20 FEET BEYOND THE CLOSEST HIGHWAY LANE , INCLUDING � m � 180 � � � � � � 8185 SPEED CHANGE LANES , SHALL SLOPE DOWN AND AWAY FROM TH � � „ HIGHWAY AT A 2% GRADE TO ENSURE PROPER DRAINAGE CONTROL. STA. 99 + 00 `A o 0 2� o a o � �` o � `n p o �. `' � ,� p o 10. ALL EXCAVATIONS ON UTILITY LINES , CULVERTS , OTHER TRENCHES OR 8200 � � � � m $ � P P P 4, � a� 8 0 � o "' � � � � � ^ � , " TUNNELS SHALL MEET THE REQUIREMENTS OF COLORADO DEPARTMENT � � J J �, � oc � � � m � � o m m w � o m m � �p a�-p m �p d m a'�-p � � m � � � OF HIGHWAYS , OSHA, COLORADO INDUSTRIAL COMMISSION AND THE r � v m °C ^' °� m - � g1� 5 COLORADO DIVISION OF MINES WHICHEVER APPLIES . � � Q a a � �` � N STA. 103+ 00 � � THE AREA AROUND THE NEW WORK SHALL BE WELL GRADED TO DRAIN , d d o � o, � ��, � a STA. � 00+ 43 . 57 TOP SOILED, FERTILIZED , MULCHED AND RESEEDED . 8195 w � � w � Q � p = a a � � � � � � � � � a a 8215 12 WOAK SHALL BEGIN AFTER 8 30 A. M . AND ALL EQUIPMENT SHALL BE OFF � d � p o F u�I I� -� � � J , , Q+ � '-^ � d' n°�i � ?� THE ROADWAY BEFORE 3 : 30 P. M . EACH DAY. J, � J� K OL — N � � N �_ N � H r N (n � � w � � d o J J , Q Q � � Y � N `� �n M 4 � Q Q � v � 13 PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A REM E EXIST. s v+ '" � o o. 4 ° 'uS o � �� o Q � TRAFFIC CONTROL PLAN TO CDOH AND THE TOWN OF VAIL FOR APPROVAL. r � m � �: � F � � o � � Q � . REGR pED '� _ � � N w F .� w � X � i � � �y ° � � �w � � � w � � /�.' °� 14. IN TREED AREAS AN IRREGULAR CUT LINE WILL BE ESTABLISHED ON OR 8 1 90 '� r � � � � �' ui E�I �° 8 2 OS o Y� �+ � �+ �� 8210 OUTSIDE OF THE C ON STR U C T I O N L I MI T S F OR CLEARING. fr: �[ y x t i� D � t9 l9 Q � uki �I�1 � I c Z i� � LL l W d W ��� �\ � �� � i � � / 2 . I � '(. � � / 8 � 85 2 . Le % zZ � � / _ � . f�Z01� � � ' 8200 � 8205 J � i - - - - - - 4; � 4: 1 0 � Z / � / i � , � � � � i 8180 � zO� 8195 Z. • � . 03 % z.m •r. i 8200 7Tl7 ItZ7l 2 . 7G y Z� ' / Z�� �0 DIOI / / � � .. .� b ' � �� 8175 g i `� ` ' r 8190 , 8195 ., � � � � � � , o o a N o � o �� HORIZ . 0 10 20 VERT . O 1-��5 � � � � � � � � y� � � � � �� 3 SCALE: 1 '= 20' SCALE: 1 ' = 5 ' m m m m m m �p co m m ��' / � ; / z , � 8185 . oc 8190 , � .� � s i � N �^. STA. 99+ 50 � � � � '�- ^ a � ov o: .. ,� � t � � � � � � _ � � � o � � � _o � � oc � � � � 8180 w � � 0 8185 ° � m N N W N °L - - � a � � �m _ o o �n ,� o v, �"n �� ,"n o o � � o o - � ,� ,,, o � � o NOTE: ALL CROSS SECTIONS TAKEN LOOKING NORTH & WEST � X = a r d t.i v� O — _ N N n+ N n; p in ctJ O �n .o: a� a; p. a� p Q `fl �1 F o a o w � � a 3 � � � � a0 cA o` a` P Q� 0� S � 6+ �. O W 0` 0� O� C` P Q• Q� Z Q N N N o[ a oc ,� W o oc � ,� m m m m m m m c0 dl � N m m m w a� a� � m � oc � m 8205 w v' "' �` � Q � 3 -' `� � � � � � � a a � d / , � w � � � � STA. 101+ 00 STA. 104+ 00 � � J � � J � � � � �� � ,� v� s K, N '� ' ri � � � m � � � cL K � � � -� -v �4 v 5 ap S N �i � n 8200 I � / '-^ � � v a o � a a Q `> N m � .9 X = a `v d d o � "' s = v p � o o°c � o 0 0 0 � � F � �u' � �f F- p a O ui ul . CS +� N � � V � � o o tr o x J o � � V� w ui � w W l� p � � � � °C °� w r F: °—^ a o o � � � ti� S �'U �'U ui 'u W w °� W �' o[ � i 8205 � `� o v_, �n W q �c �c � � � � -t� � � u eeo � � . 8215 0 � N � / ,, � 8215 oc x 1� X x ° � // 0_ W � � d. c7 / / � � W W � / � / d W W d / i 8195 �� � � � � i � i i � � 8 210 � 8200 � i 2 i 8210 i i � i �/ � / � � � i (.� / l� /s � � 8190 2 . 25°!0 _ _ - - - ./ � i i z . ) � z o/ � � f�llr Z.,ar. zia . i i 8205 , �. ',� 8195 `• Q� � 8205 � i � � t � � � � Z. �, 0. 33 % Z. o � i 8185 � ' 2. y: o.aa9: 2. . / znzr n1r� -- i • � � i ' � � z , , 1Z17/1 LfT%1% " — � 0 � � � 8190 , ' i " 8200 i� , � i � ,' � i � ' a � ,� i i 8180 � a N ;� � �� ,�� o `' . � = d a N ° "' ° N cv '" ° ° '� o v' 818 5 .'� o � � 819 5 �� ^ 819 5 � m m w °J �m � m m °m_ m w ° ° �` � °' � w w w w m W � cA m m N � °° � / � � � � � � � / � ^ O � � a � °C 819 0 STA . 100+ 00 � � o°c X � � 8180 � STA. 1 2+ 00 � g°� � STA . 1 5+ 00 � 8190 0 o N m v l o o� o 0 � . . � O O � m p. � � r� O � Q, O Op O — N � O \p9 � LL� � p�. O O O O O � � '� �f1 � U1 � � V � � a a cn ^ O P 6 O O O O 0 O pp N N N � � � � � N �A CA CA 0� � 0` E E E N N W 6) Q� W cO m fA d1 � cO CO W a0 W Cp W � � � � � � m . 105+ 17 . 66 BDF , KDP kWG 500 Cottman, Suite 703 S H EE T S SHEE f DRAWN DESIGNED CHECKED „� Engineering Consultants 3039678nt��Conlorado80501 SPRADDLE CREEK SUBIDIVISION FRONTAGE ROAD IMPROVEMENTS , _ Za _ Q , 187_ o„ z9oo So�ih �o� � e9e Avenue 1155 Kelly Johnson Blvd , Suite ,o0 953 So. Frontage Rd West, Suite 201 ,VAIL, COLORAD (.� , CROSS SECTIONS & DETAILS 44 4 `" APPROVED DATE PROJECT N0 . Fort Collins. Colorado 80525 Colorado Springs, Coiorado 80920 Vail . Colorado 81657 R NO BY DATE REVISION DESCRIPTION 3o3i22sa955 �i9i598-a �0� 3031a76-63a0 _ - - � - - - - - � . fl �.-; '? ? _ . _ - -- - � -- - o ,. .. . . - _ -. -. - . - . . \ ) � 1 \ � \ \ u>; ` � � ` � �� . wr�rtc nr�R wmowi. roecsr NOTE: - - � _ � :8� _ ` __ -�- - - - - - & 32 ':' � ` � ( � � ` � � - � - - - - -- - - � . �� � A _ _ - _ - - - - - 3 i s _�-i � ' � � ' � A \ m 1 � , ' � s � � - - -- /� \ 1 . ALL STATIONING FQR CURB AND GUTTER IS BASED -- - - - � 8 � 20 �_ � � 8310 "� �`" " �- �_ _/ \ � 9 �,p \1 � \ w � �___- - ON CENTERLINE STATIONING, ACTUAL LENGTHS / � � �_- --�, � �--� �' e 6 \ \ 0 N s �� WILL THEREFORE VARY. - - - - _ -� - �� 8315 - 8305 - 8`�l g u \ \ `\`' � - N 4 's o , / � / � /� � _ - -� � � 2. EXISTING POWER POLES CONFLICTING WITH ROADWAY - - - � -j1 � --- - -� 8310 � � � $ � �-- � ��- , -� ° � ^_ �O � � AND UTILITY CONSTRUCTION ARE TO BE REMOVED BY 83 I 5 -�� _� � � / � �/ --- gZg �� � � / � � � \�� � � 3 s OTHERS. 8310 � � �_ � / �--�� �- 8290 � -� � � � ' � � � � � ��� � � i e � � 3. SEE TYPICAL SECTION ON SHEET 23 FOR LOCATION - 8305 � g300 g 35 / \ e � � _ � - � J � _ � OF STORM DRAIN RELATIVE TO CURB AND GUTTER. 8300 �� � 8Z9 2a�� � `_ ___�' gZ85 -� � f.� ] 9 � � � \ �__ ��\ \ `� � 8 I� °pyj" "� g295 ` � �� 8$yg0 � -� 1 � � , �, �\ \` � , _ _ _ -�. � �= = _ ,Nr�ai7q� � -``\DDLE CREEK SUBDIVI51 4. SEE ROADWAY CROSS-SECTION SHEETS FOR TYPICAL 8290 �.�� �- -�� 82g0 � �-� � f �k \ � ^ j � _ - _ - - - - ' ROADWAY CUT AND FILL SECTIONS 8285 - -' f - - " �- 0�� `� i � � _� 8�S � / � . -�-., � \ �` � _ -- - � -_-- _ �-=��\- �� � - �� _ / �n � � / � � ' � `���- KEY MAP 5. ALL STRUCTURES IN EXISTING STABLE AREA ARE TO -- 882 05 s � 8z � 0 � � _� _ N0 C � � � ti � � �\ B \ � l i VAIL VILLAGE � ��i2,,, BE REMOVED BY OTHERS. 82 ' 0 - � ; ` 8265 � � � m \ � � � � -- _ \ o'� ` `'�� _- _ - ` _ _ G _T-- -- - a z 6 e - - - '� ��� � � � , /� � �_ �� -a � "`__-_�_---� L E G E N D 6. ALL STORM DRAIN WLETS ARE TO HAVE 2.0 FOOT - - 826= - - _ � � ___ -- � \ � / �i �1�- \ , _ - �,J _J✓�� SEDIMENT TRAPS. SEE DETAIL SHEET 24. - _ _ _ � 8260 _ � k . J ' .�, t- A ND \ T �\ �_` - 83f � .,. a.i1 � . � .a �_ �� H 3 3o-� .. �_ -� - 5 - - �"'�l' -' , � ' , � 5T 14�91 � � F _ - -� �- 8800 EXISTING CONTOUR • �- - - A � ` `'�_ �='c-'�-`�. - 8 . . . flOVIDE RI_PRAP RUNDO ,�$ D - 12", BEHIND CU�� INLET� _ -_� f ? 83 , � 6 FILLAREAS. RIPRAP �rt ��IALLCDVERAS'3CrrAREA, �J1TJi_ _ �- 8252 �_ - - REA . _ _,_ - - Y . _ _ _ _ 05 7. P_ _ - _ _ - - - - - - _ WHITE RIV� R �ATI��tL FA� EST ' � � �� � � \ ` N � - O�'fYPE il FfL7EATvTATEFi�4�ii PLASTiCFfLTERCt�T1t- - -- �� 8 7 4 Q - ; •� i ' � sy � ��� � EFZ�s10�1 � ` - - � „ � g � a ° � h =� TREE LINE �, . � - - , _ � , , � � � . � �.� �^ ._ - 4 _ v p - � INL 1 H � 40 - - - - - . v '�� d=': . � `ONINC�'s R �`tiG�7� Uf��i� F ^• • T' N \ s� / F� � � �� IMENT TRA�'' _ - _ - � .. , -- _ -� e23 .. __ \ � I � � - _ RIGHT - OF - WAY �iS �. F. OF 12 " PE. P 823 ' - - - -- �'r' _ . �. B � 1 � - m � �- - - -- -- 8320 - - - i' - DAYLIGNT If.1'fERG�P'10R \ � _ k� . , ;� _ _ 4F�3�, h4 + �io - ooSTER PUh�tP - � - - PZ � r - - �. _ SPFtADDLE GREEK � � � " k ��D G � � 9T lai�� ¢sE� �� 13 ------ ----- --- EDGE OF PAVEMENT 5ZA or39. t2 l, a7ae --- - - e .- � : - } � ° iuro ' � } � \ � � W� . f x';�a.; : � . , , . , as � e � -- - - , � � �,_ �� - - . . � STA . lnF25R , \ . - - - - H : ' 0 12� M6dE t; rcX15T � Et�CE AY13UU6 = _ - ,_ CUR6 W�.ET 3 �\ , � �� \' � - �- - ` , . . .,.:. ,_ - CURB & GUTTER CUK� ItJLE '( I STA , I + ocoFl INTERGEPTOR SG�tAL� - T ' S7p. 5+ �6, i - ` , \ ♦ . .. , � f; � .- � 3 �5 T`IPE �3 _ INLEL 5EE �1�"j 23 K1� IhILE'( Gu2� w�eT Z I �ERGEP SWAL' '- fi .� � �-- ♦ ` qH LF � � . y ` � TYPE �3C - ��R c4�' Gi�� 4G�CAlL . TYPE � sc � _ � , ,, �� � - ,. ,� - - � "- - �.. �- , �_���� I�j+O ��_ 12�� , � � �1.� , � � . 5.=-1��1.�I.r WALL ,-r rJE'W FENLELiNE � ' � SEDIMEIJT �', - �, . � � � \ 9Ei�- �� °� , - _ _ `� � - % � s ` � ��\ � � � �LS Y � � *„ �277. �I3- - ,.. \ ! � fi . 60LLEGTION F. E .S. M/. ` - _ •. � � . "�"�,`� ^ 'r - - - - - . . _. ,T`� ' STA I t 59 L . � � •:. . . ° � -- 5"[A • 0 + 35 l. . � � END C �. G BARR�ER F�� . G21�� . ` s . / ` \ � � e?� ,� \ _ ( ` -_ � - � • { r� y _ _. - CENTERLINE OF ROAD � ` \ � 2g� � � . ION � /, STOP 61Gk� ` F . � � - , . _ _ - . . - , � - , - r�,_,,.� _, -�� -- ., , ; ; -_ � � � �� - - 1- ' 6A1: . . . ._._ _. _ , ,_ , � ERP�iO1J 8,4� E =1 ,. .- � _ , '� A � --- u ; v,�?' � H� Dn.T� _ U , � 4 -- - SD STORM DRAIN PIPE � . � �, 5"(A . D + 25 I. . t::.___ ._ � If .� x c;" vRa.iur�e SEDIMEMT 'fRn.P ' i - J _ _ . �, ,. . ^ - - �., . , ;� �{"-" - f � � T � - � , �yY t v '' <b5 6�GlN C S G �� ' ' s ._�� , � � iN�Er . �, ' . / � �• . - - � . f'. __, - Z ��EL� � L ; � J fi � _ EROSION CONTROL. . � . - ' ` - - - _ _--- . . _ . . k ' _._ � r ' . � --- - --'�`t""" �k � \ � 5 ," ' "� `'j' � INTERCEPTOR SWALE - - - ,�¢� ° - - - , „ . ' - - - - , �r"� � � 't-Ltn- 7Q� .' �X � Xx+VCXX� � � .r,h �L - - . ' - - __..� � �-T- f._t.:"',_"; -.. . . � �� . ..��`� ���� `� �\� \��:\4�� , . � (' �v Q>P �� . / _ ..� � - � ' 12'� �. _ � f � �' ` `'F >r`'� . i ! , �' ;; � ' �000cx>oocx�xx�cxxxx EROSION BAlES . , , . _ ' t � , � 5 '�0 5ag I 6QLF 7 � :: . '`�\' ` \ `\, _ � 2'/ ` / 1^�M� ;� i 1 =�� } F: ! � ' ' � , C� - , �'�sat _ _ - - - - - - _ _ _ ,. , ' � � „\ � ,� `.:�c� r � ' t � � \ i � , � j+ ' �,ri I C'�� � . � �, �-_ _ : 1 + oa 75 � Y J�� �� /� `� -� FILL AREA ' � `� �.�r ? - . u `� �.� `�� . `t - . �. . . �. � � � 9 . . . . . . . . �� _ �i y . • ! ' \ . � �, � � p „ � � , z; � rXru,zM ` � � � � � - - -- T -- / `,� / ������������������� Cu-r i �\ c ' ' � � � . . � . � .� -� --- Zg5 AREA � _ '�' \ � � . � : , �� � F K _*`--- �'. '�iQ�',o � � �ka ., _.�,, , i �_ �jnr�' X ` � "��� 265 � . . . ��� X" ��A� �: ��. '�� � - - � $ � - � � � �� � � � � �� ' \ X EXIST DEBRIS FI L AR A , � . � � . . . . ^. ke�Eh � - . . S1A. o � 39 . t2 � �� , y �a . � .,�� . _ � � � f '� � - -�s� - _ � _ � _ - - --- �'z, , , . � e - .. _ 4s-. �� _ 6 .� y � . . �_ r•r . . , --- , y �� � . � , " _- .- - - - ._ - - � , . � . � PRoVt�E 3 6�EAK � ., l' . 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T• 0 � 0 25 50 D k 30 (e) EX�SZ SiG�I To �, REMOVED� � � �' Name Delta Rodius Langth Beoring Chord Tangent DE1All.ED GKAD 1�1G P2oVID6 �IPRAP MaT, � QeMOVeD ae �� N c � G \ 1\ �` rJso = lZ �� k11TH TYPE IC yERT . �� '�E SF-IT �-i �, vaov �DE R � vQAPrnaT CLt p = 87°00 ' 06" 50.00 75.92 N 84 ° 00 ' 52" E 68.84 47.45 F�GTER MqTERIAL � 0 5 i0 � 0 �i� � FEE1 51Gt� \ �QR GRAII�AC.'� ��, � ` 3k 5 � . '66 P' C . e e 12 t � � • �� �' C . Pc.45TlC F�LTER C�oTN, d � _ �z ` w�rN Tvne � CL2 p = 24 47 ' 45" 225.00 97.37 S 64 52 ' S8" E 96.62 49.46 OVER 5 ' x s ' A2EA . SCALE IN FEE7 C� ', L � E"L'T �DQ, D �� � T�'� 1`' ��` � F ��Tez MATER�Ai ! CL3 p = 5° 49 ' 24^ 2000.00 203.27 S 74• 22 ' 09" E 203. 18 701J2 " NOR1�1 FRONIAGE KOAD �� v�asric Fi«rt Llo7M� CL4 p = 187• 31 ' 03" 60.00 796.37 N 14°47 ' 02" E 179.74 -913.29 1 + 1q . 1 � P. � � 2 t 16 . 4pJ P. '[, ovE¢ 5 ' + S � A¢eA � 5 + 54 . q3 P• �(. CLS p = 130' 18 ' 10" 80.00 181 .94 N 13 °49 ' 24" W 145. 19 172.75 I � �V' �1Z . 01 P. 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'.' �_._ A � - . - � _. . . �. NEw D UMIT . , 8350 -��_ - - - - � , r ; - - - �� -�-- ' �ARRiE.� ' ` � ' ; ,� V � � � . �� � ,.���� SIGN RZ - I ��, •, ,,�- N --�_ _- --- , _ � � ` -- 5� , � � , . _ � � � � \ , - r . . �`�,... ' � ` - , � � � � , g , � aa3 �__ G - � } 4T � , , „ . �� - ' T IN _ , . REE L E _ . . . . . � . � _ _ � r . � { .- � � .�..�r _ l � ♦ • � . . • . ' '. .. .� l . ' � " Y. _ � _ .] . . . . .- � �-� � � _� . � � .. , . . \ ( �� . � ' . . . �.. \ . . � � _ � ., <� . ` ' .. , . ;� 3 8 _ _. � s,p OO - ' . - -�'q.q",�_ � -""�: � Nw� t-� 1 � \� ` - / , �� - - - - -�-,:-� , `,:;� �.:' _ 83 � -���SN�T�- -�' FoK � _ _ _ � _ _ � L9 _ � --."-_'�_ --- -t- -- RIGHT - OF - WAY , '. � * ',. . A � '� � ..,� 8 Z0 �"CH1L�N ��Dlt� - _ d = _ � b . ..\ ._ ..__ , . . ` . -- _ -� _, ' ,. ., �,,�y,y. . .,,� e � -- � � 8325 ,..� � �_ ���C� �_ _�� � -� � . �- � . _�- - � Y 9��/ \ � �_. ,, , � ,,_ � � � � � ��' 'v - , _ " '-c�. �, F �_ ---- -- ----- --- EDGE OF PAVEMENT , ,./' , . , ` ` _ --- - `_ 73 � -- - - --_� ' : \ � -_� � � �� \ \.� � � � E1 8a - ` H " ' . :; �. 5, � 15 .� 1'O � 83 _.- , � � 83 � � � �..... _ '�.,� ... � � �a - - - - - - - ( ,. y t'^�,,. - � � 8 9 � 15 ` � 8 ' Pe � Se � � � �' � ,\ �.\ \ 15 - CURB & GUTTER �,. . . , �\ � ` �� 33 � g � � � g4 �..\ O . . _ , . < . . . . , . ���-'���� ___ 2 83 � � _ e ` 3q5 ' . -� DIME �...\ 8 g....., _ _ -._ _ _- - p _ -- _ _-_ _ ___� _ , f -y�` � 0 5 �� � _ \ _ -� \ � e � � k �;_.. ',1 - • x �- ` 8 � �- \ � -`,��-,���`�. 8335 \. Go��EGTioN \ \ 9 \ - a I 0 - WALL : �� ' �, - � `X ; � % � ��� eaee �\ 8a �_ 83? e �- - _ a�s � ��R� e� � � \ � � � - ._ . . �.�+ _ -- - _ y � � 82 0 � � 8 90 '�\f � -� \ � � ` 8\ \-- _ YPE�PNOr � � . \ �6S � 83� 83�S 8389 8`�9 \ � � - 8a05 �- 8400 S - - - CENTERLINE OF ROAO � � ' � ` � . � � ` �_ � �� \ -_ -` � � _ \ g3 � e \ \ � - Ni , / � ¢� j _ 827g5 � �� ��\ \� \ 83 ; � � �_._ _ `� ` 8\ \ 6e \ \ \� �� `- / -- - _ __ SD STORM DRAIN PIPE S � � � `� � � ' � � �- _ �� � �� ���9S � 8 _ A� _ - � �q8 A_ \ g395 -- - - � - - �- - � ' j, - - - 8265 � � � � \ 3 S � \ \ �" � �'33 \ \ \ \ \ \ \ `�\ � 3q0 EROSION CONTROL -- _ �- - . - � ► _ � , = " ' . � � � � �\ 8�85\ � � , � \ � 83 � \ \ eds \ \ �\ � -� NOTES: a83g5 --- - - - � INTERCEPTOR SWALE _�_ . \ , \ _ � �� \ � - -� __- ... - 0 - . 8260 �,g5 �� ��- \� \ �\ \ ` ' ` ` 3 = 83 ,` 26 \\ 933S \ gd9 � \ � / �-- �'_ - , - � � 0 �- \\� \ ,\ e _ \ J . _`_ 10 �` \ \ vs � \ \\ 1 . ALL STATIONING FOR CURB AND GUTTER IS BASED ON �0000CxXwc�xxxxxxx EROSION BALES �_��� 2 c �- � � ` � ~� �� P ` � ` ` CENTERLINE STATIONING , ACTUAL LENGTHS WILL � � _� � � -� -�� \8?6\\ g�2'S , �_ H ' � _ � `� \ �'�? \ \ \` \ \ � THEREFORE VARY. / - -±ZsE�--_...�_- 9 ? � � ` � 9p � �- = \ 8�,� S � �� �_ 83 �__ � _� FILL AREA '� � � \\ \ � e \� � ` �` g � S \\\ �� \ � ��- 5 2. EXISTING POWER POLES CONFLICTING WITH ROADWAY AND � $� ' \� \ \ ` `` � �295 �`30_` \ �\ �� _ 8 �� � 9350 UTILITY CONSTRUCTION ARE TO BE REMOVED BY OTHERS. ������������������ CUT AREA / 8 � 60 �� a� ' � ' F+vf, 5<� :F„ 8�65�-\ ` � � � � 828g t� 830g ` \ \� g 3 _ `� 8345 3. SEE TYPICAL SECTION ON SHEET 23 FOR LOCATION OF - 6 ."; ' ` ' \ ' � � _ �- _ \ �_ �\ e - - IEX . BRIS / " �� -- ; , ��- _ � _ -- -- - � ' �- 83� � - � !- _ 8 � 35 -� _ STORM DRAIN RELATIVE TO CURB AND GUTTER. I5T DE '� A '7on 1_ R � .. ' �� �\ ! g � � � �� F I L L A R E A � yTA 20 + 09 R / E�.ID C � Ca 24 + 62 :16 P• � 4. SEE ROADWAY CROSS-SECTION SHEEfS FOR TYPICAL A� WALI DESIGNATIONS T ROADWAY CUT AND FILL SECTIONS. � 5. ALL STRUCTURES IN EXISTING STABLE AREA ARE TO BE � CURVE DATA REMOVED BY OTHERS. � r HORZ . ���- �r 50 20 + O8 . �i8 P.j. Name Delta Rodius Length Bearing Chord Tangent 6. ALL STORM DRAIN INLETS ARE TO HAVE 2.0 FOOT SEDIMENT ' CLS � = i30° 18 ' 10" , 80.00 781 .94 N 13° 49 ' 24" W 745. 19 172.75 TRAPS. SEE DETAIL SHEET 24. - - V E R T . �--� �'1 + 76 . �3 P. G . 14 + 36 .2'1 P. C . c�s o = sa^ aa • 2i ° �o.00 iia.az s ai ^s3 � os^ E 102.03 �a.si � o s io zo Z4 + 31. 38 P.'(, CL7 � = 4t ° 25 ' 34" 100.00 72.30 S 55° 48 ' 45" E 70.74 37.81 7. THE EXTENT AND HEIGHT OF WALLS C1 AND C2 MAY BE CL8 0 = t ° 12 ' 29" 3000.00 63.26 S 75° 55 ' 18" E 63.26 31 .63 REDUCED AFTER CONSTRUCTION STAKING HAS OCCURRED. SCnLE iN FEE7 CL9 � = 8°53 ' 44" 1000.00 155.26 S 79 ° 45 ' S5" E 755. 10 77.78 g, PROVIDE RIPRAP RUNDOWNS, D� = 12", BEHIND CURB INLETS. 17 + 14. 01 PT. l8 r q0. 45 P. T . 23 + 66 . 12 P. C . 2B + 07 . 50 P. C , IN FILL AREAS. 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' ' - - - -� -- - - � - -- - - � -- _ . . OF� d� vr r�i. r:l '1 _ . . . __ - _ _ _ _ � �V fr .+ �A Oi d� J c0 J O c`j � N -� .--� c0 d � . _ . . I � ��.' .��.e....�-�. _...� _,... . . �O 0�0 0�0 + QO �, 0�0 U�0 �0 M + � Q UO 00, � . . . � 6�0 00! �i O�D. 0�0. 0�0� _ . . O�p . . . . ._.__ _.�...� .. .. .0. . ..�._... N� � � � � � ..... . .,. :. .., �_...,.�...�..�_.__�.....�. _ . . , _. . _ .. . _ : .._. .. . . 15 + 00 16 + 00 17 + 00 18 + 00 19 + 00 20 + 00 21 + 00 22 +00 23+00 24+ 00 25 + 00 26+ 00 27 + 00 28 + 00 29 + 00 30 + 00 � 31 + 00 �Lt� � SHEETS SHEET __ _ _ oRAwN DESIGNED CHECKED �7Y� Engineering Consultants SPRADD� � CREEK SUBDIVIISION GILLETT ROAD ( R�adway & Storm Draln ) I - 28 - 91 ��J ` ' � � � � 900 South College Avenue 3204 N , Acad�my Blvd ., Sud� � 20 953 So . Fronlaq� RC , West , Sude 202 44 p Fort Collins, Colorado R0525 Colorado S nn s, Colorado 80907 vaVl, Colorodo 81657 � iV0 BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT N0 . � 03 / 1z6 - c955 303 /57 < - 350i 303i < 76 - 63t0 VAIL, COLORADO TAo 15+ 50 TO STAo 31 + 00 /// � � - - ' / � k 0 b _� ' � - S � } S -�� _ � \ WHILE IIMR tNiKlt41 fOREST /��- 00b8 � � - l48 � // ` \ _ - --� �/r / / � � � SEDIMENT i � �.� � ��� DI 71 1J / �iTA 43hSOL -- 0848 ` _ � - b8 LOT _ " I �� � � / � / COLI.ELT1pNE�pRIER � i _ � Sb8 � / �A ER / / S8b8 6EESHEET °1 _ � /� � � � � SZ48 �-- � - - �� �908qg �ElaI1J L - FOR P4AN G PfZOF� LE ` 0 _ � / - ' ; 4 �/� � L � l � � 8 � OF ROSE LPNE � � L bs � �S'48 � G I -_ _ 5{��1+ 0 �, � o �oN aAt€� esb j � . Ti � � / /� � �� _, sLag � � � 4 � o � � se��T riza,P _ �_ - � �� y / E�I = TAPE �8 � �� 0S8 � � � a � � U.Ss LAND ,,- .�� . 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B49 3'S COLLFL ION BARRIER _ _ ,-' '� ' � _ _ �� � � / � � � X " ,, e STA. 4O 13L �i � 'fl� ��, � ss2s � \ e �� � ` s6b8 � ,_ ° � STA, 35 .r33.B eve � -� E �� c � i - __ ; ' ; 8535 _ � � �� � _- ees8 � � LEGEND $C' GIN G � � , v�P C`'OO � ; .� FA6R�CJ.?ED TE4 _ - � b i = � � OLS�� 14 _ - -�ILLE T R� - 1 0 £� �_ -- � - s ` _ � � � y � �i , � STA 3 .� � Z � srn C� S � �? � \_ 85 � ; _ 0r 85e5 � 88i00 EXISTING CONTOUR - � - �Z � � _._ a • �1lI�U� � - _ - �� � - � 8 -- -� ' , c�� ` - J � 0� g5 � vP�(E a°,y� � _ _�� , -�-; " e� i�'�N = \ �- 8525 _ LOT G ezSB � �\ TREE LINE � ' " _ � � � � i � C1.� � g� ` `�� 0 � � , ,/ " ���y��`rd�'� _ . - - � � - � S � � W _ - �� R WAY � -� � �� KI � ��� � � 0 � � �� � IGHT - OF - STA . 35 +40R Z PE P , ti 3 " �f '�OT 8 � ass �\ \ � � � � - eess ` � � ` � -- CURB IN�E.7 �j pb � �- s q $ � � ----------- -- EDGE OF PAV@MENT rYP6 I+iG -��� _ _. 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INTERGEPTOR � 8Sg � _ � - � � � � \ CURB & GUTTER GNEGK DAM- f'� ' � �o / � I SWALE RUNDOWN �FIIND / e� Sg � eSSg � � \ � � �' , z 1 -� � ' N y _ / WALI. . 0 L58 � 5"15 INTEKCEP O � (ZRl*DE INT _ K - ��' �/i " ( TA►E uRb �- �-��� \ WA � L swA� ro uU - , � . �' A ESS � N�n.v`�0� / $ j � / � E e ss 8 K •' � o �� � ' �,� � \ � FLARE OUT TO " i G� . /�iTA . 40 + 00 � . / 65 - O \ � SS DISTRIBUTE �(�p�_ � �dP. .P I 1EKGEPJ�R � aS / g as __ _ \ � � _� ��i' \ `� � - CENTERLINE OF ROAD __ _ - � ` � ` - \ , 12 • 5 NDOYHd' S � � ` --�- � �� \ •� ' ---66 IJ2�'ItALL . 09 9 � 1y _ - 0g / / �OT -? 8 �� ` -� 8\5 _ = 0LS8 --- -_ 6 $�` , � ��� -yD STORM DRAIN PIPE _ - -- ^ _ � _ ` � � - � K3 It,1TERC6P�6 � � g595 -�� N � - ` � �` If� - � -�� -� � ---- _ EROSION CONTROL. / -� I � -� - - - ���_ _ � s� KZ TA �{ � 0LS8 � -" 5g5_ � � � ` 0098 � �� � _ - 85g5 _^ 08S8 �_ g�� ^ , _ INTERCEPTOR SWALE - -� - �� e�fa[a�o-+ l /� 9 ` � � NOTE: ir+ TERCe.ProR swna� � ' NI ER a � " � 8605 �� --�`-��-�--r`_� �oc�c�c�oc�axx�cxx�oc EROSION BALES � ' �.�� 08S � " a � � . � -����--�i.C.p__` t . ALL STATIONING FOR CURB AND GUTTER IS BASED J � 1 /� ' ' � " , � � - � � � ' � _ � \ _ ON CENTERLINE STATIONING, ACTUAL LENGTHS . FILL AREA J / /�� 0 [ 98 � _ WILLTHEREFOREVARY. - �il R. / � � ��i�-� ��^�����__..ge9B-.��__ � -�_ - e � � ' - ` \ eNVC �� ( rnr� , 6S / � � / sb - ~\ �'----- � STA 3� � 55� �� � � � 05 l � /�' � � 2. EXISTING POWER POLES CONFLICTING WITH ROADWAY ������������������ CUT AREA � 4 ' PE .P InfT / � / � ' � �. � f � � - -- ��--` � SNALE Rll�owj' � / / / � � � _ � � ,'q�$--.� , � � � 9� - -_ OTHERSLITY CONSTRUCTION ARE TO BE REMOVED BY g BE aDE wa.�tS `��_„� + � 0l g615 0Y= � Z98 8675 1 ' - _ _ _ - ` ____ K1 WALL DESIGNATIONS � h� �l S 0q5 j �D � / / � � � � _� �����/� � � �- _� - 3. EACH LOT SHALL BE PROVIDED WITH A DRIVEWAY CUT ' � ' � •�' (SEE SHEET 23). THESE DRIVEWAY CUTS WILL BE STA 3'f R NEAD 1 CURVE DATA FIELD I.00ATED AT THE TIME OF CURB AI�D GUTTER C.UR8INLET 10 � '�TA . 9S'J + 59R TYPE 13G � q¢EA Wt,ET Z INSTALLATION. DRIVEWAY WIDTHS MAY `/ARY. 31 t 3'1. 31 P. C . - S�-E SFfr � � �iEE SNT 11 • Name Delta Radius Length Beuring Chwd Tangent 4. SEE IYPICAL SECTION ON SHEET 23 FOR LOCATiON Foiz DETAILED FOQ pETAILE� - OF STORM DRAIN RELATIVE TO CURB ANJ GUTTER. ` GKADING RP.�WG NoRZ . � r� CL10 � = 26' D2' 14' 180.00 81 .80 S 71 ' 111 ' 40' E 81.10 41 .62 o i o z s s o 33 + 9L 62 P. C , - - � CL71 p = 208' 00� 57� 55.00 199.68 N 17' M8� 59� E 106.73 - 220.46 5. SEE ROADWAY CROSS-SECTION SHEETS FOR TYPICAL C112 � = 40' S3' 49' 180.00 128.48 N 65' �44' 35� W 125.77 67.11 ROADWAY CUT AND FILL SECTIONS VERT . � CL13 � = 31 ' 44' 03" 150.00 83.08 N 61 ' �9' 42' W 82.02 42.64 6. ALL STORM DRAIN INLETS ARE TO HAVE ;?.0 FOOT o s � o z o 36 � '13 . l0 P.t. 39 + 02 . 41 P, c . 42 +� 24 .� ° � + 46 . 44 P,'[, CL74 � = 19' 08' 17' 290.00 96.87 N 67' 27' 35" W 96.42 48.89 SEDIMENT TRAPS. SEE DETAIL SHEET 24. p t pp Rpc,E �,pr,�E CL15 � = 24' S6' S6' 180.00 78.38 N 45' 24' S8' W 77.76 39.82 SCALE IN FEET CL25 0 = 16'� 27429" 150.00 43.09 N 55' 32' 49' W 42.94 z�67p �' PROVIDE RIPRAP RUNDOWNS, D� = 12", BE:HIND CURB INLETS 34 + � 3 . 4Z P. Q . C : 38 + 65. 19 P.1. 39 + 85 . �9 P.T. 41 t o1. SO P. c . 4Z r 04 . 6'1 P.j. �3 +- 68. �6 P• G, CL26 � = 13' 15� 10" 150.00 34.69 N 70' 24� 09" W 34.62 17.43 �N FILL AREAS. RIPRAP MAT SHALL COVEFI A 5'XS' AREA, WITH 6' OF TYPE II FILTER MATERIAL & PLASTIC FILTER CLOTH. ' - ; � � � � � N q o �i a - -- � -- - -- - - - - - � P o� � . ,. . .. ._ . . . � ._,...�`�..�,..�� 6 ' d n O r') �O O� CV M Oi ; . t: .- m d v aor rr m vi- ---- - -- � - -a+ oi _ °'� o,p `y ,n _ a' � � � + w t w � � w � "�"+° ,� � _ - : � � 8589 ao aa ao an ca ao aQ � - - -- p - -- _ ooi -- cv rr I . � �' � �� �Df .. { . �-- _. . . .. .. . . . . ' ' � . . _ . ' ' . _ .. _ _ __ _ _ __ - ._ -. . _ - . . - _- - . - -- - _ _ - - _ _ _ . • ; 1� _ ` __ - . _ -_. - _ � - M � E � . ! ,� � X' SI,OP� - - �� PVI STA � 4$+ 00 � CaOL.F. RP.S;,P b�l.F. l�' P.E.P � E` $ 'fKAH5lTlDN - - - - - _ - - - - - , '� 80 ' i VC cv - _ - _ -- - - - 8 _ � �SI .73: ' e 33:3Y. '„ ' : � � ' : ; : - - - -- - - --- - - _- - - - - - -- - - , 5 + ELEV-��41 .0 �- � _ 4 $ Z . � - - - - - - _ � �- - - - - � � �1 � a a � � � - - _ - 8 .500 �Q ED 8569 r 4 - � _ . - -- -- �,f ��'y - -- ' - . o w - - 220 ' VC . - - - � � ^ � � - _ . . . . . _ . . . . - - . . t _ r _ _ , � r� °� _ � � � : : ; u� _- _ = eC PVt �A= 41 f00 ELEV= 8515j68 # � . ; ; N � � - r Ew���,' ' Z � � � , � _ _ _ 1 Q L7Y 10D VC o m `r 'n ' c� � �� - - -- -- . „ . l _ . , � _ - - � m 'n � - -E � � ' ' _ w ---- _ t- % � ' � ' ' I , - �TA°39+�4 �LEY=8504 4 + + ao � � � - - - -- i ' � w _��-'�~! }ry .fi1 � 848Q ! � r' 0 BS#8 �{ F � � r _ 1�Q VC n rn p 'n N � � W ! � , - ' - - i _ _ ---- T _ . ' , - - ! . _ - - - - - - , -i -- - . - -- - - -- - - - -- - - � _-� . i , , } } � _ � � � -+----- - - ---- ' - - 1 <v - - o - _-- r � : ; � ;� u~j . . ; . l _ � n �o - a°i v' -- .to � _- � � _ -- - > --- ' g.60`7= i --- - --- . . �. . � . . . - 1- 'n `� m - - - - - - � - - � . + : -- - - _ O . . . . . . I e�0 � � � - -- - � N - - - � - - �� ' ---- -- � : . ' ' °� _ - - - - � - - - - - - �- - - - _ _ _ ' f , O BG60 . � sF . i.S20 � � . , C ; e�o , e� � - - W - - - - -- --- �� _ � - - - -- - - -- • - - , . , _ � --- d . _• _ - - - - - - � � - -- - _ _ - - � - - - - � � O � N � N 12$ L.F 12 � REP � . ; � � 1��. iZ!`P.E,P_ iOZ F. [Z " P. E_P _ - - - - - - - - -' - -- - - ; _ � - -- - - --- - - ) , , w L� T.6 C� Z2Y + 5 � , � . _ _ _ - - Z . � �` � CADS u- IZ � �� - - � � - - - - - - � - � ��� � �� G'� 9. osL � � ei� __ _ ___ -/ -� - � .___- -------- -_-= -- - - _ - - - Y - - - - - - - - ,.r- � - - - - - - -- yTA . �iO t 05 � CURV E DATA ��RF H�R �no� ��RE�r CJJR6 INLE7 12 52 � � � •� �'• � LI4HT Ft7ST 6 � .r 66 . 41 �if3 + Qq . 18 PC , Nome Delta Radius Length Beoring Chord Tangent NOTE: � TYPE I'jG °N � SoIL RETEIJTION BLANICET j(�,INDOWN � z CL76 � = 33° 34 ' i6" 220.00 128.90 N 49 ° 43 ' 38" W 127.07 66.36 c� pETAII. ' � 5TA . 49 + (�jL CL77 p = 193 ° 35 ' 35" 50.00 168.94 N 30° 17 ' 01 " E 99.30 -419.53 SNT. 23 1 . ALL STATIONING FOR CURB AND GUTTER IS BASED ClJRB 11JLET II CL18 0 = 41 ° 18 ' OB" 210.00 151 .38 S 73°34 ' 18" E 148. 12 79. 15 6 ( t 03 . 38 P.'�, u STA . 49 + 5 $ L STA . SOt(o3 R ON CENTERLINE STATIONING, ACTUAL LENGTHS p s OEGiN C G NpE 13G y0 t- 30 . 91 PT Et�l� C G CU9 0 = 27 ° 13 ' 35" 200.00 95.04 S 80°36 ' 32" E 94. 15 48.43 WILLTHEREFORE VARY. 15 t° CL20 0 = 113° 11 ' 28" 75.00 148. 17 N 56• 24 ' 37 " E 125.22 113.72 t}� a \\\ \ �� � � � � \ \ \ , - � CL21 0 = 90°00 ' 00" 130.00 204.20 N 45° 1i ' 12" W 183.85 130.00 _ - 2. EXISTING POWER POLES CONFLICTING WITH ROAD�NAY - �2f 1 � � E�� � \S \ � \� -� 5698 � � ��� 12 ��; � � i% � U9 _ � � AND UTILITY CONSTRUCTION ARE TO 8E REMOVED BY 3 s � ° 9 \� � � W L T AYLI � � � a�� � � B690 � � � ' 8 �� ,� i �� � A � � ��� � � � � OTHERS. r � F oU?"4�o � � �// /� , , T 11 S, � \ g 3. EACH LOT SHALL BE PROVIDED WITH A DRIVEWAY CUT ' 01�TT �eu. \ I T I�UT� F�O� \ \ s\ . 86a0 - -- INTE��G��fOR ' � � . ���'�� . \ S�E SHEET 3 THESE DRIVEWAY CUTS WILL BE � PRADDLE CREEK SUBDIVISI � �� �� �''� � se s� � � �Ta�-5r+ 6b� - 4" RE . P A � E _ - ' i - %,, ;' a ( ! )� � � �� � � 9 86 ���'f' L INTERGEPfOR �� �t}#BOL•1�� 80 ,�� ry ;%��''�, �� � � � � FIELD LOCATED AT THE TIME OF CURB AND GUTTEIi � � ��� � � � � �� � CUR I LE7 BEH+IdD-t�"F�LL . _ __ _ _� l � ' ';i% "-7� j � � �� � INSTALLATION. DRIVEWAY WIDTHS MAY VARY. �\_� - � \ \ MH \\ � 86 '(YPE I �i - - �c ��SN'f IZ F�-_- � 8 �- - o� \ g �A. �`_�� e � 4. SEE TYPICAL SECTION ON SHEET 23 FOR LOCATIOPJ ` \ \ \�jD - Q„_� \\ �„` \ 6�e Se 0 � -\ \ SL98 -'I g670 p�(AILE�GKLl9H�CL _ � � L � '� \ / ,, \ \ \ e �\ \ �e OF STORM DRAIN RELATIVE TO CURB AND GUTTER. KEY MAP \ �� ��� \ 8 � , - \ g � i � � � \ � � 1 2 ��� I f J E E o R S69 - � �p�� �q'� �.c,u'(�p � B6 6 �. � g s9 , --f'T`(P. �ET W E�N I ti I L E T°i) � / : � /�, S W L \\\ 5. SEE ROADWAY CROSS-SECTION SHEETS FOR TYPIC:AL � � ' :' � e e e \ Qe A . 1 + 4 0 � � - - � _ i" C 6 � .\ � �� , �\\�� `� 8 `S9e \ 9 S, \ � � _� j �p, - - - _ - _ ___ � ;� � / �1� ax \ ROADWAY CUT AND FILL SECTIONS L E G E N D ,; „ , � Sg . 9 � �-_ i , i. i' � i , , �b � • yNAb W H\ \ E �'�iC- TA . 51 + 80L _ , i . . �., \� � \\\� � 9 , . L 6 9 , � e � � ' � � � ��� � `� s C -1�ILE7 tla_ LOT 14 6 �0 � �� �%ij / � � � g 5898 e�. �� TORM DRAIN INLETS ARE TO HAVE 2.0 FOOT � _ ! eS>e \ S �' \ � _ � - �� ��� �� G g66 � l�� �// �,/ \� \\ '� � \ \ SEDfIVIENTTRAPS. SEEDETAILSHEET24. fggp0 � EXISTING CONTOUR � 6. . v �� , ' �� � v � 6 . �'.���1`�ZO� �_ _ _- _ _ - _ S � � ' '� � �� �. \ � 5 S9S.8 � S - p)� L S 9 � � � - � ,� � � S\ � � \\ 7. PROVIDE RIPRAP RUNDOWNS, D� 12", BEHIND CURB INLETS \\ ��, 6g � ' ` � �Rg� � � 8�6S � � _ \ �' t9g �, INFILLAREAS. RIPRAPMATSHALLCOVERA5'X5' AFEA, WITH TREE LINE \ '� \� S4 � � � y P � `� � T`T� � � 598 RADE I EPTOR 'S L 7 6 YPE II FILTER MATERIAL & PLASTIC FI �TER CLOTH. s ` . '� ZD`l. � (� � - - - � �, � �� . ������ . e �` y � � \ '_ ' � ��P ' j- } ---� TYP�13C 9 g6 ADGURI(\AR i+.l� G�1J � \ � \ ( � � AYLt6 , FL E T \ � � � � -- RIGHT - OF - WAY � 4 ' � �� �, �p!. � P � yo*ao � 5 �~ N � 5TA 5St �� �TRIB� FL S \ � \ - _ �, . � � �' � ARtJ �1.IG GIJ � s u O�ha .� � �' � '� � �` � � � 8 l_ANKEt RU "= � � � �1 S � m � ------ ----- --- EDGE OF PAVEMENT p y'la y �`z��g� - FS � � sp � 5je � __ - I R •, � - >f-�, 99 e \ � � / � ` � � _ ��� � 8 I _ - �-�--���� l � � �' 8 � � e � °y `* .. 6 -� I EPT� 6T _ . �i3 + (os 5 6 _ . . \` '�l �_ V A , . - � . . ' � \ \ � `� \ , ° � 1 SEDtMEUT V��'�� �C � � e SWAL � -� " PEE� 8 - � �'� � 6 �--- � � � � �� � - CURB & GUTTER � EI.�RGY � � �' � s.�L � EC �� '� � ?e LIMIS 15 N �� `96 ,. ` g ' , E p � BALE � � � � . . > � 5 � l � `\OI�i91PATOR ' `r ; g,4kRi�R � \� - \ -1_ \ yp � _ ' T - i,N / GH \ �- - \ WALL � , \ � � • � ` ", ' & � \ ,� � \ � � � \ ./ k-+- � \ y LOT� 5 � ER05 u BaL' ' KaD.pstv��� � ' ` . _ � � y _ �� i � ` � � � _ I RGEP70f�_ _ 66 � � , . � � ' v`' � . \ � � _ - - - 8 \ - CENTERLINE OF ROAD v ' D M � � _ HEGK A v � plTCF1 � a�. v ,, � � , � �WAt � � � � � 9 � 6� ` � � �� , . � � �'�. � ' � ��� � �� - � � � _ � � � _ � � e \ � -- ,, ` � �� � � � 51of.� AL� `- ., 1 , � ST�+ ��R \\ /;�(` ' ` � ,� „ 6K, � � „� _ - -'- ' �^ a.a �_1yJLE7 9s6 \ \ _ 5D $ TORM DRAIN PIPE � , � y „ ; . ( , � � � .. �,�� ., - , ki � .. (. ' � ..- . , � .;. . - - - �- _ , TYPE 13� e � � _ � r � � �� � L�T � � . ��`/ � .-� " � � 6� � . - ;" � � _-► • - - EROSION CONTROL �j � � �(. � � ` . �'� � � � � �� ` f S8 ��� �� � - ,� � � � �-� INTERCEPTOR SWALE ,. �� • i, � ��-� 5� � � �'- . • L3 � � -. . ., � � � � C118 � - �t, C� _ � a , , '' ' -� a� - � ,� � ` r , ��. -- � � - � �� �`L19 � �i n � � ;' 0 � PROPER � � � � \ \ ', (+ ' '�--� 1 --�� � � ; 5 � � �000cxxx�oc�xxKxx�oc EROSION BALES . ( e . 8 � �% � � �� � � A e r � � � � � � �, ^ y �, � ., , i � �. , . � � / � - ,\ e8 � � � . _ � � a � • � � � 8S ��� R�•� �uRVe �' IINERG x � 8 � , i / I � 8659 �t FILL AREA . � � . -.. , \ � \ ,e \ �5? " ' � JF_i�✓N�-N �NG-'�S7N �� ,. . � ,' SWA � '� � � - _ _ � � �- \ . ' � �� , \ Se �..� S �S9 ° rJe y x ..\ \ �, 8 \ 8\ �`-- 509 ��� �_ -�}1` �.1 a0 �\ � � ������������������\ CUT AREA EE �N�, 12 .F�� . '� • g _ �. �: ' � . S � 8 f _ � --- -- 9 \� De�`qI �ED G�KAt�IG , see S9 „ � , �� ^ � 9e ee � � - _ 8 - -\ � . , � � , . . � -e . �� 9 \�7 i i' 7�fi-$ t 3p � - � , . � i / SEE 5 KM D��t.�- -� �� WALL DESIGNATIONS , �, � �. - ,, �,,�: � '� 9 � Ru i4 � AI \ �' � \ • �- G �i AI - . -- �� 6F lL " G„ Sk�T,-k�- \� 8 � ` , g WA IN � , � 9y � , . l" � � � S6S8 i�{{ -1L� � ` , y 8620 -- � � - A_ \ , \ . . 9 �t1 . �JC \ ..... ' ` - � �`S� .. � , -- _. . . _ __ -_ . _ � . FW� ��_ �� � / �- ' -� \� `\ ., � ..., ' � .- _ . , / � . , ��, ' . ;86 \ , � v � / 86� . . . ,� .. . f - � .. . . . S9 \ \ � \ � . , i .. . _ - � �, ! - 6 . . 6 . ^ - .*-J - � M e S \ � . �'� : " � _ . . - '+'��� � ^� � \ e \ S8 8 \ \ 6e fJ 5J 5fs01N� &�F�'( � ' - � \ � _la _-� , � � � \ � 862 : � . - \ \ S \ � 1 - - - � . \ S HORZ . 0 2�50 � . . . a , , - , � CD (,L EG'Cj'6�l � . . -. � t . . ��<, � � \ �S.o �� \ �_�.��_'� _ - � ` ` ' `�` � �. y l J ^ � ���.J/ / -�� � � 8 C, � o �AKRIE {? 0 ` \ SEDn�tENT STA 57 + 41 R FOR Go�.1TINUATIOU � VERT . � o s � o zo 48 + 61 .91 P. C . �48 + Ob R 0 GOLLEGTIO�J 6EC�IN C G 2 ' �KKEAK IN GUR� � '� SEDIMENT � BARWER b GOLLEGTIOFJ 1 SCAL'c IN FEET �P 8/iRRIEF= 48 < I `I . 58 P.Y. 46tB8 . 6"1 P. G. y 5� + ZI • g2 P. � . C . 1 �i5 + 16 . 86 Pj. �i6 + 13. 56 PC . 58 + 2I . 73 P. T. �J J .J -J J J J J J .J J J J ,..J J J ...1 � p.1 p1 �J � � f • ^�, � Y'] m f� Of � [V N �(V [U N AD W 00 00 00 � f0 �D �G7 (O �N 7� 4t7 J'� N � � � O� 00 W KO {O {O �a r , W W �p I � � �p � �cv m •o t ao cv m o cv ri vi r �- I +n .n .o .v .v n n ao �ao m m ioo rn p' �' r � r�'i � u� .r� ,n .n ,n v� ,n �n „n ,n ,n u� in � r�i �n' � �' - - -- � � � � � PVI STA= 60 +50 ELEV=8663.90 � wo �o ao co au ao �o 00 �ao m ao 00 00 87aa _ :. . �0 ' � �° 00 �n o 250 ' VC � �n rn . ; ; - -- - -- r- - T- - - - - - - -- - - - - -- cv rn ; _ + ��-- . . N _ . . . . . _ _ . � . . . _ � 1 � � �!1 �J .-1 �1 � �- � �� � o � m v- r i - - - �� ' - � -- - - `n a`°o c�o n �ro o�'n `° `° � P. H eo ' � ' . N . _ _ _ _ . _ _ _ _ _ _ - -_ _ _ _ __ _ _ ; . __ . _ Q N ' 07 N K> � E >H m � � � � . _� � _ . . . _ _ _ _ _ . � ' - ' N � � l�D � f0 � W , - J � � , � W m . . - : � . . . . J . . - -_ _ _ 1� ! _ � U �y 00 00 OD UO w �6� M► ;_! J � • _ - r.- _ _� _ - ._ _ -_ _ _ - . _ _-. - _ . __ _ � __ - . 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Swle 202 VACI.q eQLORADO + � ,y '�" Fort Collins, Colorado 80525 Colorado SDnn s, Colorado 80907 vail, Colorado 87657 T 1 6` 1 6` 6` 42 44 � „ NO BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT N0 . � 03 � 226 - c955 303 / 57c - 3509 303 / < 76 - 63t0 STAo 46 0 � 1 � .�TAe a � � . - - - . _. . - - - - - - �- - - - _ - - _ , _ — _. _ - . •oncr. , NOTES: wHRe ar,�N r��T� ronesr 1 . ALL STATIONING FOR CURB AND GUTTER IS BASED OPJ I 12 � � � Y, �� �' ���OV �i� _ �l ' 0Zb8 � � � C4g � � � �� � � CENTERLINE STATIONING , ACTUAL LENGTHS WIL _ THEREFORE VARY. - (- � 4 / � � ����'� ' Q ����� I' � ��_ . � �` � �� � �� 0E68 � ` � OZbg � � (C � � \,� � d o � � -%� ���' � � � � S £ D B � � � _ � SZb �E �t_I2 �0� � / 2. EXISTING POWER POLES CONFLICTING WITH ROADWAY AND � �\;� 15 � o c, � � ��� �. �� � � � s - ' �, Z � a � _��.��� �j ' SZbe — — � 0q b8 � � D�"iA1LED GRAD�Ii / UTILITY CONSTRUCTION ARE TO BE REMOVED BY OTHERS. � ,� 0 ,� � ��� 0EV8 � _ � _ � � 0 £ 48 � 3 s s 9 ��'�� ���' -� SE48 � � S4b8 � �' ___ 3. EACH LOT SHALL BE PROVIDED WITH A DRIVEWAY CUT (SEI= � / '����'� �'� £ vg — gbb8 � � � 0548 -� � � ^� ��� � SHEET 23) , THESE DRIVEWAY CUTS WILL BE FIELD LOCATED -- � � � � 0 / � � � � � �O� SEb �t � � AT THE TIME OF CURB AND GUTTER INSTALLATIO�I. � � �� _f.�� �''� - -' /� / r qb8 � � _� � SS48 �_ DRIVEWAY WIDTHS MAY VARY. � '�� S /�C/ —_ Syg — — � 096g ` - -� � \ \ �� \ � PRADDLE CREEK SUB 10�] � �/ 4 b 8 / ', � �� � � �- - _ 4. SEE TYPICAL SECTION ON SHEET 23 FOR LOCATION 0 = �0- - n � 48 - - - � _r S9bB �- ..��.� _ _.� \ �_ ��'s- y y g —�. - --- � � �09qg - - -"- � ZE�IMEIJT -� '`� � sb 8 � 1 STORM DRAW fiELATIVE TO CURB AND GUTTER. `��� ```" -- - � STA . � + 06 ENDGEG �-j' ��/� � � �- "� � 0L bg GO TIO�I � 48 �_ 5. SEE ROADWAY CROSS-SECTION SHEETS FOR TYPICAL KEY MAP '-�b�' - ' � b8 ---�- BARRIER _� � � Fi � PAST S�WTH SI �E SSbB �- ��/ � � �'OLba - - — SLbB � �OF CuR6 iW�ET ROADWAY CUT AND FILL SECTIONS. � 48 �Q � � � - � _ . __�_ �� - � � �\ � 0 g . . _ . � �n _, _ 09 7 -" '�- / / � _ 8 _ � \ � 8 � 6. ALL STORM DRAIN WLETS ARE TO HAVE 2.0 FOOT SEDIMENT / ��� = 0 n '� � - ` _ __ �g 99 ; � � � - I` TRAPS. SEE DETAIL SHEET 24. � .� ' _ -� / 5 � a � �' — — - � 8 ` 68 / � LEGEND a � vs ,�" __ _ � ee s _ , '\ , ,_ / a � ` � �� ' t3 , 'aY>� l �� S y8 �' OT yTA '7 + � � . 29 7. 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' } ! - -- - -- � _ � « . � - { : - - � - - - - - � , �- + - _ . -- - -- - - 1 - - - -- - - -- -- - - - - -- - - -- _ - — - - - - _8 8 - - -, _ , _ _ _ 09, �-.,, ` i B4g� ; — ; � � _� , - - -- � . _ . � _ _ . -- �- - - - - - -- ' ` ` { � I j - - --- - � _ _ — - - - - - - - - - - - - - . .. -- - � �iEE lQ_f1IR QF - - - - --- - - - - { G `` \` � DRAIN GE PROFiL ` B� t : . -- - -- , , , - _ --- - - 84 ' : ; , � : � � � - - - ' -� - - - - � + - -- � - - _ - � - - � - - • - - - r - --- --- - - - _ - - � 1 ' ( � � � � _ - - - - - - 4 : f 1 . : i i � L � O �O - --- -- --- - - - --- - - - - - _ - - - - - - - - -— — - -- - � � � i , � � � I � � i �� -- _ _ _ - - - - # - -- - - 844� � _ i - --- � , . . . i � - � - _ - --- - - --- - $440 � N � t�vl c�`/ N N � N N � c�i , r �, 2 _ - - _ _ I - - - - - I`r � Op N '- I� OI � " h , - - - - - - - - - � � . . . - - -- � ' R r'U d' O �q •^ tJ a0 t'7� } � LJ . 8: � - _ _ _. - — _ _ _ __ _. __ _ - .. . — _ _ �I . . •- u'» pp • � - - - - - - - - - � � O O O) � � di � w I - . . - - --- -- --- � � a0 � a0 0�0 a0 a0 a0 00 aq - + N2 - . . _ ._ . . .. . _ - . _ i � 1 _ . . -- - - - - - _ i I ' i I ._�-...._ .. ,. �...�.w._...,.... �.,.. � ...._. . 0+ 00 1 + 00 �� � 2 + 00 ~ � ~� 3 + 00 � 4+ 00 � ^ 5+ 00 6 + 00 7 +00 8+ 00 9 + 00 10 + 00 11 +00 12 + 00 13 + 00 14+00 15 +00 w� 16 +00 6DF SAM , JKO SHEETS SHEET _ _ oRAWN DESIGNED CHECKEO �,.,� Engineering Consultants SPRADDLE CREEK SUBflIVISION ROSE LANE ( F�+oed�n►ay & Sta'm Drain � � _ Zpj_ 91 � a� ' � � � : 900 Soutn roiiege Avenue 320 < N . Academy Blvd ., Swb 220 953 So. FroMage Rd . Wesl , Sude 202 VAELt, COLORADO � �TAn � QO TO ��/ie 6 74 APPROVED DATE PROJECT N0 . F�ort coii�� s, Coiorado 80525 Colorado Spnngs, Colorodo 80907 Vml, Colorado 81657 �} �+ 44 � NO BY DATE REVISION DESCRIPTION iO3 � 226 - < 95S 303 /571 - 350c 303 / C76 - 63G0 � . _ _ "_ ' � i Q � � = N O � � � �`� l � � � � _ - - — — � � I I " J � � �O wt� � . r � I ° J — -' � �r - � -- - - - ~ � - - . ; ; � - ---� _ i s � - s � W _ ; - z � .- _ j _ _ , . I ' � ; o � -a- p � � � � ,°il m I � � ,A a �rc� ' d s �[ v - g � � LL V I . :_ - - - � - - - - - - - - - - - -- - -- -- -- --- - -- -- - -- • — - ---- - -- - - -- � � - - - - -- -- - - - - - - - - - , ' ! - - - - — - - - - --- � - - - - ! - � - I (oOL.F. 15° FE.P. 12 L.F. 15° P. E . (n5 .F. 15" P.O. 18o L. F . IZ' P.E.P. @ 30. 56 % I i � , 40. 0 ° , � 33 . 0 /, 14 . 0 % � � � i I 8580 ' � ` , � ' . . . - --- _ _ _ � -- - - - - - - - - -- - — - . _ . ; , , — - - - � --- ; ` _ _ , - f � , - � � � . ; _ � - - � , : � I / /�, , � � ' ' i I 8560 . : : - - - �-- � - - -�-- -- - — � ' - - --� - - --- - 8640 � - - _ -- -- - - � - _ � - � � � � 1 r i ± Y i / / . i 1 �/ � . � � . i I . � � i : ; � � �� i � � ; � P({OPD� ED �, �� � � , � , � , ! , � , ,,y� � � � ; GRouN�D / . � il 8540 � i � �' � ' � ; � ' I . . -- • -- - - - asza - - - - -- — - - - - - � _ . , ��r- -- - - - -i , � , ; _ � . , , � . , � Exiyi� GRau�1D , , - � + ExiST GROUN� : � ; � � � � ; � � - ' i I �. �' I � ' ; ' i I � } 8520 . : y' . : - ----: - -- � - - _ � - -- -}— - - - - _ - 8600 � - - - - I - —�- --�- - - - i _ - - - - - - - - f - __ - � , � I { � { , , � � � I . '��� � � � ; � Q a � � � ! ; / � � ' � � 1 � ^ I � ��' : � � � i � I o � � � � , � � i � � � o � 8500 ' ; ; ; � � ; , � � . , . � , � - - ,- - _ � _ . _ - --�-- - ---+----- � s= - t - - r - -- - - - - - - - __ - + - - - - + - - - -- - - � -- - -- - - - � 8580 _�- 1_ - i � � � i � i F � � . � � � i � T � � I �i � # � � � � � � ; r i � � � � � r � J � � � i J i , , , : � . , . � . . , . � , . � ; , i , , � ; ; : ; I � ; } ' ; , � �7 i � i � � � � �' 8480 � ' : ; : ; � ; � + g � ' : ' u� , _ � � k ' sso . . . � - - T -. - - - - - - -- - -- - - -- - - - - -- - _ _ , PRbFICE A - - � - + � � - � - �-- — f -- ; � , � , o PF��FILE T�' - ; - j � oo ; . a � � : ; � : ; X � ° ; I ' �' u� � ' � o ' : : : a _ . . . , ( � i , N � . M�, ', o , . F �- � . , , , I , � I a �H, $ � o ' 8a°o `r � J ' : ! � 1 ; � 00 � � a� � �n vc . : ; � F : > � : : : _ _ � - - ; 8540 + � oo y > o° 1 , � I � g . NN . . � . - +- - - -- t 7 - -- - � � > -� -- + i I � S � � � � s , � ? , , - - - - - � - - - - - O • - -- - - -- - - - --- - � i 3 _ � . � � CQ dJ ; . . c+0 � . , � �- ? . . . i � 1 1 i � �11 N � 1 I I 1 0� �' ` �, . �, � 3 , , ,,, 3 , , �� � � . . , ; ; . 1 : � m ' , , ' , �� � � m : w ; � �` � ; : , , 1 � , , o m > , , , , , � _ � O p > . J � � , . , � . W � � � � S N � � 1 � r � t � ' . � � O � � � � � � CA N � � , + + — + , , .F — � + — . NOTES: i 1 ; + — , i , + — 0 + 00 1 * 00 2 + 00 1 . ALL P.E.P. StiALL BE l�vD TO A MINIMUM GanDE � 0 + 00 1 + 00 2 + 00 OF t .D96 WITH 3' MIN. COVER OVER THE PIPE. 2. ALL STORM DRAIN INLETS ARE TO HAVE A 2.0 FOOT SEDIMENT TRAP. SEE DETAIL SHEET 24. � : �' , � : : . � , � ,� , . � . . . � . �. . � . . . J N If� N ' ' � N . , N . . � � . � . , . . ; � i . � � . . . � . � N . . . , . . Q . � � . , .F: . . . � . � N Q � � � . N � � � , � . . � f� � . N , � � ; . I , W '�' ; 1 . ' O O O O : � � ; N , � � ' , cA. S �n J� N ' tr U� • — � tA cU 00 (A � . . � : . � - . _ . . . — - - -+ - - ' — � • � • - - - -- � *- � -- — . . _ . . — _ . - . . ._ - - - - • • — ' - - . ..-- --. _ _ . . . . _ . . . . . r . . . . . . � J� � . � . . � � � . � i : � ; , —r . a . . � � � V � . � � . . . � � I . � � I . � . . . � . . . . . 1 : � . � � � � � � � , I . w . � . . . 1 ' � 1 I � . . � ; � � � I . 8500 : ; ' . ' } : : � : ; C � ; i : ' ' � , . 2 'S0 L :F IZ' PiE P � 2:18 � � - � ; ; - -�— -- �-- - -- -� • - � _ � - ♦ ----1 - : • - - - --1--. _ - - -} -- -- - � - . . . � , . . , , � , � I � � . , � , � � t-• Z � ; ; I , ; , I � • : � � i 1 � ' ; � d : � PVI 5TA '= I + 00 EL V. = 8512co ; � � ( i 8480 : ; : � � i � ; u�i u . 15�D ' V C . M;O = I . C� S ; � ; I I i I , � � � � � 856 . . . . . . _ � t r - - -- r-- - �--- - - . : � �, . - — - - - - + • ; �- - --- - - — - ,-- - , . . 0 � � � � + , I + ' . � �v : , : : , � ; ! ; ' � EXIyT. GROU �ID : PFZOP fqRob�.lD 1 ' ; ; ' : o v p ; ; � ' � ± ; , � � , _ � - ' _ � �i � � ( } 1 � � Q " . : ' ' � � �� : � � I I i _.- - - _ � • .� - __ _` _ _ . -- - - - - ' ~ - ' ' ' _ - k - --�---- ' - � 4 � ~ � - - - ' — — --- _ . . ~ - - I _ _ I — I - � • - 8460 r - ' _ - - - - - - , � � 8540 w v' y , ; ' .r i + , ! � I , { �-. t -�--- - i � ; : � ; ; � ; ' � ; ExlSt GROUtilO i � � � i _-r- - � � � , . . ; � ; ! 1 ; ; i � � � - � ,, � ! � , � . . , . � ,__� _ i _Y�'�-- � - ' --- _ _ _ - I ' ' , . . I i , , • { � , � , ` I i � / . . . � , � • � . . - - -- - . / . � . � � 1 1 � � � 1 � � i �_-----` -- � ----� , . � i 8440 �� , . 1 J I ; � � 'I , . �, i5-Z : ' ; . . . , . • • - � • - - - --T- -_- - + - - � - --- - • - - +-- - -- - - -- - - _ _ . - - --- - - - - -- - _ _ 8520 � � � , , , , i � � i � � • ,� / , i � —1-- , -� 1 � . � � . i � { � � � � ' j , , � � , , i � � � • � i � , � I � � � �/ , � � � � � � ` � i . O � � � I i � � � i , t J } � � � . . . . � . . . . i � . � . . . , � � . . 4 .�0 . , , i i r a420 �� � . . . . � � . 85�� . � _t_ � , . . _ - - -- - - - - - -- . _ . . - - -- - - , � - � --- - - � +- — -r t ' — --- - - - -- _ _ _ _ _ _ _ _ - . ; � � . . , , � , � , � , , � � - - - - - � . , � , , ! ' ' � ' I , ` � ' I ; , ! � ,., � - i � � ' ' � 7 � . � I 8400 � „ ' . ._ ' - -;- ---- - - -- - - a � -- - - +- - --k - - -- - - � -- -i -- - - - - ' � � I � t � ) � � , { , � � � � ,. . , � , � : - -- -- - -- -- - � _ - - fi - - _ _ •- �L� . . � - _ _ _ - - — - - R �� — - - -- — ' -- - - '. { ; o , � � + o Q; E AD i � ; � � , i I � `� 00 � I Q a � , � i � � � � . � I � i � a� , P i � m I + m ; ' , � � -- - — -- - - - - } � - -- — } --- -- -- . - - a - ' � - - - - - - - -- - i --- - Z � � 1 - _ Q _ Z -- - I � o I � , { � � - °C . � � cU � �� �ti � n � ' � � O � p � i °� � O = � ' . .� + _ � _ � � + + � .. � � m � + � � � + � 0 2 + 00 � + � 0 � + � � 2 + � 0 3 + � Q � J � � JKO SHEETS SHEE7 -- ORAWN DESIGNED CHECKED �� Engineering Consultants SPRADDLE CREEK SUBDIWlSION STORM DRAINA(aE PROFILES , i - z8 - 9 , � 8 , - o � � 290U South Colleg� A�.��. ) 204 N , Acad�my Blvd ., Suit� z � o 953 So. Frontoge Rd . Wast . Sud � � a � VAIL, COLORADO & FOREST SERVICE AIC(� ESS ROAD PROFILE 44 10 g NO BY D AT E REVISION DESCRIPTIO N APPROVEO DATE PROJECT N0 . Fort Coums, Co �orodo 80525 Colorado Svrmgs. Colorodo 80907 vad, Coiorado et657 303 � 226 - c955 303 /574 - 350 < 303it76 - 63c0 STA . 39 + 50 � 10' 10� 3' 3� 7 � 7 � (n' SHOULD6R vEGtN C + G , � � __ � � «L�� CLIKB�IdF`AD) - - _ _ C , , _ _, � � � . Ex�STi �IG � \ SToP�°�t� \ \ � � � —� � � \\ '\ � � _. GRODUV -� � � s� s� � \� �� � � � ,� , � 8596 ' � Z S \ � �- -� 8 . LEGEND, � I � �Ta . + � 8 � �,_ / � 59e \ � � � � _„ p END G G � - ' -- �— PROPOSED CONTOUR - .il � TAPER � R N� N \ / � � �Sg \ � \ 86e 25 � Q � � sTA 3� :�,8 8 �0 � � --- OT�J� �- � � � s \ � e �_ g800 �— EXISTING CONTOUR � � a -A$ NI.C- T Z \ _ / � \ 8S \ � gS95 �� TREE LINE � � � SS I ' -; �� / \ & �e \ ` N S g � -- �_ f_ �` ,S)S \ � `_ , �, -- RIGHT - OF - WAY � � ���C�N,C� R � 8560 f � \ \ \ \ -� �-'iY�SYR- - � � �_. _ _'� � i (7AP�K CUR6 HFAD SS0 � E �1D C G \ \ 8s�e � ---- - - ----- -- EDGE OF PAVEMENT ► Z , , Z% -- - '_ sy � �� - —_ s 8 A��tR�ti __ � \ -� ; _ .. . �_ � s - ���- --�--- - CURB & GUTTER �u -� I �iTA_. �OOR - '� __� 4z � _ - i - ��p OF PAVEMEI � � es6s � � 12 ? E. P_ RUNp�WN _ � ' WALL GIA�i°J b CiRD.VEI, iNTO AREA INLET r \ ". p -- EE f-IOT� � . � -- � � � —� �� �� _�- � K�' STA . 38 + �b'� �R s6 —�� g l0 15 0 JO 60 90 - CENTERLINE OF ROAO 5EE - Jr\ ` ^% y, � �� l2" FA�RICA"YGD E \ �- -� -� _ �'t '� � � GRAPHIC SCALE 1 ' = 30 ' FOREST SERVICE ACCESS ROAD ���W51° �� �� �� _ 3Z � ' ! �, _ �4z�. KZ \ � . � \ ssss � � �� —5D STORM DRAIN PIPE TYPICAL SECTION `�„ - � 2 \� � \ MAT�Xi�'`fa ROADWA( EROSION CONTROL � �� ' 10' '�� ` - ` - � ? K� � � _ 8550 � 1`�``, : ��r- - `��<�_ �`, � '��-` -�`�-ti —� - - - INTERCEPTOR SWALE RAI �o�```-� + S8 �s� � � � � ��� ��'L,4ND �r `;>_� > (o, � � ` �� • � �s �\ \ 3b ��- ' � 8S � \ � _ � �i bo �000a>oocx�ocxx�cx�oc EROSION BALES NOTES: ^ � ` ' . 5 � � � ` _ " - � � \ �QTE \ . J - `� Zq - � � �`� Ho(/c�E � - . 4' CO 4' _ � ` �, � � H I WALL DESIGNAT �ON 1 . THE GILLETT ROAD 7URN AROUND A7 ± ST,A. 39 + 50 � - _ _ �PA�I - _ �4 ��� � ��. � � - �' �'' � � ' ' --- _ _ \ ` � \ � AND FIRST 60 LF OF FOREST SERVICE ACCESS ROAD � � . _ „ - _ So ` � �\ \ �� `.'� a2 � � � , ,, NoTe : � � � � � ��-�� �_ � � �� ROP.DWAY TO 0E Gf�Al7ED O l. T SHALL BE PAVED WITH THE SAME PAVEMENT SECTION --_ � ��� j � . — �� � � � � ' �AST OF TNIS MATG,H P�IN�. �� \ � AS GILLETT ROAD � � _ ` - i°z �, �' � � � -- -- " � '�� � � � � \ _ � �S ,, � STA� + 13L -I `- _ �F \\. �� 'CF AC � �. � � \ ` \\ � , 2 SEE SHEET 10 FOR FOREST SERVICE ACCESS ROAD E D C � G�_ � � /?,, � � _ � \ \ \ \ , \ �— PROFILE � ' - - � - - - - ' �[ � \ �� ; ' � _ .- - - E iZ i /s �e 2� � ''B � f\ � � \� '� LIGHT R�ST/� . _ -- A � 08 \ �� � \ _� 1 \ ` ��_ � N � SEE SHEET 7 FOR STORM DRAIN PFiOFILE � � �iEE oE7Aicbco , - � \ \\ ��� � �l •�rrg3 _ � � \ 6 — _ STli-�f1 55 8S t� l � / � ` Cl1RB ItJLET 3 \ � \ � c ALL STATIONING FOR CURB AND GUTTER IS BASED � I ` � ti ' e \' � � ON CENTERLINE STATIONING, ACTUAL LENGTNS - - -- _ � " �'� �� _ � -�'�RE 1�,G �� ��\ \ � \ \ 1 - •• . _ WILL THEREFORE VARY. - ---- - �; " - -- � ' :�� � C � � - � ` a • `,� •� I \\ \ \ \ 5. IXISTING POWER POLES CONFLICTING WITH ROADWAY _\ � � 4 � / - \ STA. 39 + 02 � C . 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Frontage Atl West, Suite 202 RO$E LANE & WLLE47� ROAD ` INTERSEC410N ° APPROVE D DATE PROJECT N0 . Fort Collins. Colorado 80525 Colorado Spnngs. 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IA1U. �L. $ 453 � 0 � j % 4 � � � �_ �-- PROPOSED CONTOUR Z5 ON CENTERLINE STATIONING, ACTUAL LENGTHS � I " ( SEE �ETAtL SN7 24� _ � --� 'p �� ��� . _ ` 76 . ` WILL7HEREFOREVARY. i , ---� � '�-�-� . � , � �� _ g ' � , � - � n r ^ � y�b��_ �s iC � r � � 8800 �-� EXISTING CONTOUR - v S � � � 2. EXISTING POWER POLES CONFLICTING WITH ROADWAY ' q'� 1 � { ' SS - gq � Z A �-� AND UTILITY CONSTRUCTION ARETO BE REMOVED BY � F / p .� � V _. � \ , -- _ ROSC� ANE TREE LINE OTHERS. . � ' ' ��\\ � �� 3. SEE T'(PICAL SECTION ON SHEET 23 FOR LOCATION f 5 \ �� 84 70 -�� -- RIGHT - OF - WAY , r-.. '{J1T 4 t �� ��� � '' i b8 \ OF ST�RM DRAIN RELATNE TO CURB AND GUTTER. "� � ' � � � ------ ----- -- EDGE OF PAVEMENT 4. SEER��ADWAY R � � � � , � i � ' � C OSS-SECTION SHEETS FOR TYPICAL � ' ' "' 6 � � �� �,� : � � , � -� � 8 ROAD�NAY CUT AND FILL SECTIONS � ' � ' I ` 9'�S// B „ � \ � . . . . . _ .. . . _ . --- CURB & GUTTER r ,i' / _ ` , � 1 / S �� _ �� � � � �-� \ 5. ROAD�NAY ACCESS TO TANK SITE SHALL BE INSTALLED , 1 > ' � � / I � e \ � 8 \ � 8 6e \ WALL PROVIDE 6 INCHES OF CLASOSN5 GRAVOER FOR WHEEL � � � / �� y} �'� - CENTERLINE OF ROAO . � r, , '�. . ' � S � � V � sb � \ � PATHS. � o � ' � � � - � . �iti '�N � �, � _ �� 5Z - � �� � � 'r •` � ' ^� � , \/ / cuRg �+LET91 �: '°"` - — �� \ --SD STORM � RAIN PIPE , q . _ � i �� � r � ; � � � � . � � _ � � f�- � ' , �.� � i / ' , > y� - � � � , ., �PE 13 \ r .� f 8456 � \ � EROSION CONTROL m � . ' - 9 ` � A � � ���� 5 �'� � \ � —y INTERCEPTOR SWALE rn � "' s , , - � ' �"'6� s �- • - - � � � � � � � ' / / � � � r � \ � - _ _ p 3$ � � ��--.�r _ - 8445 �� � �00o0oocxx�ocXx�(XXxx EROSION BALES / �� � m / � � � � ' � - , , �, - " � _ -�_. _ _,_, � � �ND G E G 5� �s� � � LOT ggs Ha� � j � � � _ y , 6 ` 1 � -. � % � \ &44 � ��bSN��F 8 � - S ZI WALL DESIGNATION / / / • I. , � . . ' S� ( , �'�� x� \ �- .. _ _ _. �-. -., � ..�-\ � � -.--��-tiw.� ,r,.�.,_..ti�. 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' , \_ _. 8 4 1 $ - - . �_ - - -- - _ �-- - - � £3 4 1 5 -- \ � \ 8 q 1 J ��aav+J._ -� �__ �-� � , JO 75 J 30 60 40 . - ,� li � i � � � 9 1� , I - - - - - - - _ � - . c�naHic scn�c i ° = 30 � KEY MAP i I _ �_� � � ��� - �� , � " ' � � , � .-�- � � y � - 89 �e �- - 6DF KWC� SHEETS SHEET oRAwN DESIGNED CHECkED ,,,,� Engineering Consultants SPRADDLE CR �EK SUBDI�1/ISION GRADING PLAN I - 28 - O�I � S? - OI I 2900 Sou � h Coilege Avenue 1755 Kelly Johnson Blvd .. Suite 100 953 So. Frontage Rd . West . Suite 202 GILLETT ROAD- STA . 4a+ � � t0 �J �+ � � 44 12 oAPPROVED DATE PROJECT N0 . Fort Collins. Colorado 80525 Colorado Spnngs. Colorado 80920 Vail , Colorado 81G57 VAILy COLORADO GILLETT ROAD & ROSE LANE CUL- DE -SACS NO BY DATE REVISION DESCRIPTION 3031226-4955 719/598�4107 303I476�6340 SEDIMENTATtON PCIND- LOTS 4 & 5 CDIJNEGT 7o PACKAGED 6005TER PuMP _ - - _ - . // . _ \ \ , w� R65 RA NIE� �UGTILEXIRO �IR�DUCER - __ _ , . - � �� � � � � � ( � / � � � � � � , R6TAWER GI.AND6 E��A IR0�1 IN � � , ` `` ` _, � , _ _ ` - � � 83 � � ��\ � \ 1111 1 � \ ; , '. 4 - G �Z _,.� ME.GALUG SERI� I100 \ ` \� \ � � _` B3�'�i \\ \ ' \ �� \ � �\ \ ��� 1YP. \ ` _ \ 8320 / � � \\ \ II � \ � 6� 6 DI5CNA2GE �\ \ \ - � � \ 3! � \ 1 � �. ` - . , ' \ 83es 83 � e � 8 S �_ � � \\ \ � I �� 1 � \`�- - � — � ' HEAT�R i � � � � � ' 1 1 \ ` \ \\ \\\ \ � I STA . I B LO m � PUMP t�0. 2 VALVE �� \ 83g \ \ � � � � `\ I �� � LU R L6T 5 . g � 1 1 0 0 � �� � �� \ \ � � I I I TYPE G , � > � � = � \ \ \\\ I I I � r �-- _ � V � � ` �� � �,� � � � � � ` ' o , o � ��'� 829 �? 95 V ���� � _ � � �i . � ` � � � �\ o� � � Tu1 , l l �� � �3�9 � / S C SK1D � a � '�� � ' iuV. El. 8529 . � . t � � � � � � CY�IP) SPRAbP�E GREE4�- � � �— � , / PROVIDE R� PRAP_ , . � �� 9 � I I \ I _� d 'o O ly ° HED V � . � -Y ` I I I 4 �iC ULE 40 P G 100 YEAI� �� �50 � 12 ' , I - (o TNICK .,i � � , i � � ` � FlAOD PIA� Q � / � LAYER OVER (.' OF - - � ` � � I � I � i� CN�CK. GO�.I �.IEGT TO LOUPLI �.1G ' r �/ �� ' 1 I � YD u 0 m � o � s o � o eo eo VAWE AT VAULT WALL ��� FI�TER MATERIA� , � � � � � ', � � G P 0 � � � �- - / � I , � ' t- � � � � I GRAPHIC SCALE 1 ' = 30 ' ' • � � — ,� �— �/ �'` � , � ' \ � m TOP F CuT � � r / / '� \ \ m a, m I I `o + - - � . �? �-- � � - S'e � , 1 ' � ' �1} , k 8�, m �_I � \\ ( � � _ 55 L.� 12" P� PG+ Z 0°�� _ - - ,- - .c � T ' \ � / `s "y ` � =o [� a _, � � - _ � ' . ' , — � �� � � � � � LEGEND � u I� � ��.� . . � �, � � \ � � � ��� , VALV E _ -�/� x . 70E OG. �ILL� %'- �� qL � F � �•„ � � � � II � EASEt-�t� TI 27 �— PROPOSED CONTOUR - -` - -- � � —��� _ � 's r i � z " So � �4-- - 1 - - �-' -- -- �� 5 , • • ' F;��� `' � N `� � 1 p� ' I � � ` 88.00 � EXISTING CONTOUR X3x3' x ��4� " �� ��� �9 _ �� ,_ Q s. c ,�, P , , ,o \ \ � A 100 YEAFZ � - Z3 ' i Zo � � � STA. 19 + 8 � t A _ � . 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D + pp , , �TOPOF ��' • WA � � PRf�VIDE CABINET FOR PUMP W � �� " 6 l�� " \ CURB LET '1 I M� �ED110E� 6 CUT � � TYPE 13L'� - w/ RE�iTRAl1.lED pUGTII .E IROt�I M1 ` � � CENTERLINE OF ROAD COiNTROL TELEMETRY BY �P�p�A IR0�1 iuC, , MEGALUG SERIES IIDO , �y� so� - R� TAiI.I �FZ G�A�JDS GI WA,TER DISTRICT. 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AC�G ����� � `:"' _ / Y � I ' � F. E. h . � � „ � vA ve ; � i \ s , �- � _ � 2_- 0 � 6" 5Uclio �l PiP � � _ � , . �AYl. �4NT 11JT0 F ?� 6� � > �� InIV �L . 8277. 93 � - . E : ', • . � , ���._ � � G4� � _ . , / Q I I �l �< ' __ . P�RU/IDE RI�PR��' - UMP P� MP _ � ToE c� �u.. ;_ : ,� • � ' ti MN '1 � � � 50 = 12 , I - (a TNICK � - VALV6 �, 5 \ r - N � O I � - �p.YER OVER L DF � _ - . � , � i 8 ' ` I F1 �7ER MATERIAL o ' � Q . N - - - - - - - - - ,�,� �° PC- �F� �/�.TED � �` , -- - - - — . — � RA � P� Pe '- �' I � N . . , . _ _ , ` - -�—. � � � , . � � 1 \ E ��G � ` QP I ' N � � _ � � � "a � c . . .. . - � - �d E �'�F .lo - OD f�Q � y 1 � - . :.�R"' o . • i , r' ' � I - ' a � . '� . � etS N ,Q pqi ' ,p�P _ _ � _� � g2F . . . g \ \ ��I7 �rr�o , fi' $ p�P . _ bq - - t c3. FI �TER FA�RiC � '' � � � N -- '� ' � - � - ` C7VP� U� - �__�i� TOE OF FILL � ^ ' � �P 'P• _ .. . � 2. � .. =cP � D11�/lEhlGilOh� DEPEt�lOGi UPOhI ' , . ' _ � ' ' _ \ S7A U « 31 � � ` � "n � __— � 4 @ 12" o C EW. " _,\�� � � , � e � f �, _ ENO c � � _ : � � � �6 . � WIDENED GRAVEL SHOULDER PL1iviP v �M�NS�Ot�l2 A, 82? � \ � �_ \ � � � � ' � — - ' �5 I / R ' � � AT BOOSTER PUMP STATION � e ` , , \�` _ - \� \ _ , � _, sz � � S�oZA4 � s� PC � ` �O - - - -- ' SECTION A � \� � � ' , � N tt . saa �� �s ' - / POINT LOCATION DESCRIPTION , s, A� ^ \ _ ' � \ � _�_ . _ b �. hi � 3Z4 uS � '/Z„ = I '- o�, . . ' ..-� . ., ._ \ . \ . . . . '� . _ . 46° 6ENDW�T�: cn � . / N ii ,s� o'] - 9 A ROAOWAY STA. 13 + 80 13' RT . BE(31N WIDENING TAPEIR � � � ` �, � � s - � � E �.�a � s � - O BOOSTER PUMP STATION DETAILS NOTE: � , �- ,_ _ , _ , 8 ` a as° �� w/ T 6 , I ' . r . � �.. .. . - � . ..__._. . .. . �_ . . 2q ,_, - N I1 . 5'S°> . 02 ` - - - - �� � .9. 04 � 03 � 1 . ALL STATIONING FOR CURB AND GUTTER IS BASED �� - , ' , � OB ROAOWAY 5T0. iG +03 23' RT . BEGIN FUIL WIOTH WIDENED SECTION ��ne ar.�n w,rawi vor+cs} � � ON CENTERLINE STATIONING, ACTUAL LENGTHS � _ � -. . - -- g : =' `' ` I ,� WI�� THEREFORE vARY. � - _ ` � f — NOTE: BOOSTER PUMP STATION IS TO BE OF PREFABRICATED PACKAGED TYPE " `' ' ' OC ROAOWAY STA. 7 � ; 37 23' RT. ENO FULL WIOTH WIIIENED SECTION AS MANUFACTURED BY ENGINEERED F LUID INC. OF CENTRALIA, ILLINOIS. � � 2. EXISTING POWER POLES CONFUCTING WITH ROADWAY � � � �. COORDINATE ELECTRICAL SERVICE REQUIREMENTS WITH MANUFACTURER AND � � _ - - WITH HOLY CROSS ELECTRIC ASSOCIATIJN . PROVIDE PROPERLY GROUNDED s AND UTILITY CONSTRUCTION ARE TO BE REMOVED BY �, &< a ` , a 16 '0 OTHERS. 8� _� \ _ _ � OD ROAOWAY 5T0. 1G +65 13' RT. END WIDENING TAPER 480/227 480 VOLT 30 4-WIRE SERVICE WI��H SUITABLE ELECTRIC METER AND A ` "� � 9 3. SEE TYPICAL SECTION ON SHEET 23 FOR LOCATION � �' ` ' ��\ � ` �� \ 8? ae _ FUSED DISCONNECT IN A NEMA 3R ENCLOSURE. ,. , , , � _ ' s ° OF STORM DRAIN RELATIVE TO CURB AND GUTTER. � -� `` �\� ` _ - 823e \ 823 � � - _ ,- ' - - . � 4. SEE ROADWAY CROSS-SECTION SHEEfS FOR TYPICAL ` � _ ��, ' �— ' '�'u*T Ro�o. ROADWAY CUT AND FILL SECTIONS ' - g22 \ \ � � PRADDLE CREEK SUBDIVISI _ 82� S \ � '� o� �_ 5. ALL STRUCTURES IN EXISTING STABLE AREA ARE TO e � \� �_ �- `,`__ '_`_ _ BE REMOVED BY OTHERS. , � ` � � _ - . _ _ - _, � 821 5 \ \ _ „ KEY MAP 6. SEE SHEET 22 FOR THRUST BLOCK (f.B.) , GFAVITY 8Z 1 0 _ , \ � � A � ' i �� THRUST BLOCK (G.T. B.) , AND FIRE HYDRANT - _ , , �' ASSEMBLY DETAILS. MRD RCaN / JCG SHEETS SNEET _ _ _ _ oRAWN oES � cNEO CHECKED „� Engineering Consultants SPRADDLE CREEK SUBpIV1S'�tiON BOOSTER PllMP STATION I - Z8 -91 � Y71 ' D I I 2900 Sou � h Goliege Avenue 1155 Kelly Johnson Blvd.. Suite 100 953 So. FroMage Rd WesL Suite 202 � 44 13 � APPROVED DATE PROJECT N0 . Fort Gonins Colorado 80525 Colorado Springs, Coiorado 80920 Vail , Cobrado 8i65; VAIL9 COLORADO GR�► DING PLAN FK DETAILS o N O B Y D A T E R E V I S I O N D E S C R I P T I O N 3031226�a955 719/598-4107 303l476-63a0 MANHOL£ COORDINATE TABLE' ' roPaFSTeE� 3u ^ �STHELGMSiNCa lP.S�N6 � \ � \ c' � �. L2'+ Z' + U4� (TYP. ) NAME NORTHING EASTING \ \ \ \ �e \\ \\ � `� � 82 � \ \\ \ \ \ \ \ \ � ' \ \ \ \ � ' 60 ?6. 9? 2 sTaars r�c swo (rw) MH 6-2" 10 818.9 9 408.2 � \ \ \\ �\\ �` 8 \ 5S \ \ �s \\\\ � \ \ \ \ � �T"R�K� i�'wi�°ra °�"�'�,ai.v. � \ \ `�e \ 82 w OF C�.t�ING PIPE 60l-TS \ \ \\\ e? \� \ \\ \ ���,� \ � �� 7rca+ / zka, va�v�oE 2 �TS oF MH 6-3� 10,846. 1 9,504.4 . \ \ \\ \\ \ ye BZas \ \ \ \�O\\\\\ \\ \ Reo�a�v inca� i.o� . �r eoci: z' ( TYP1 — — — REDWQ�05K�P� 3' �l� A�l EWES � B �a EAGN BEU . FROrt EA. 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I MN 'I �. b w � / � 4 .�. �. t . - � � I � / I � � \ � \ \ � � y e B° P �— � _, � � m I ( � se � \ 8SP � / / / / / I STA. + o'I w o � , � e e� ea � r a r��u _ ( D �n I � \ . � � \ �\ \ e\\ sa \ s� e / I // // ti� � � C2 � � MANHOLE COORDINATE TABLE I e ( 1\\ � � \ \ � 1 � - _ i . I I \ \ \ \ \ � \ p� �\ 8 8 ee \�s�8\ e \ � N � ,� � ti � � �j � WL STA . 1 0�.4 .. g � _ _ - NAME NORTHING EASTING e e F� � e y e v l /" v+ I � \ � m � CI / EN22MJ � .v,,E,�) r- _- a -\ - - - 1 � w 1 � \\ 8vs e � 9 a� ds, �� \ \ / I `^ / w � I se I '¢� g �� �" "f- --0sf/Z. 14�- MAZGI�ZlF.1E MH-7 11 ,595.3 ' i0,053.8 I ` 1\ �` � N � � e 6 s \\\� ^ GI -0 1 V' � E I / --� � IY _ I \ �l B 9\ y 89p A. s2� + \ \ L �H . ZI �' I / / / / � 19l J `\ \ \ `�9 y 9 tS f 1 B. . vA VE \ 1 � ,� yZ Elo2� . Eb�D w/T. B. � I \ �T / 5 • \ EF C Pt F� 3�' FKOM e p \ �� 8ry / I 65 L. . 8' � S8�8 � L 1 1 �f-�tG � �u� W V. \ / / / / I `" ; _ c� `" / / I I �� \_r-- . � � \ v�! �, s � � \ \. "f. 3 �I.GC'Ciol� � , � / / � I � � , , I m � N\ � s \ � � ����,� ( , `?� � // / / / / s6e8 � g � MH- 8 11 ,776.7 10,022.6 �, � v 4, \ \\ \ \ \ \ � / / � � / / / a � � � m '" a `� � � FOR TIN TIO \ \ \ / � 1\ / I /� �-- e � �� MH- 9 11 ,831 .7 10,022.3 w WL STA. 21 + I f VJ 5 A . 22 + 55 1 � � l l / � /� e68 \ 1 12! I I '/ ' VE . c�EE 2K . �lA� STA, 5 + 60 1 � \ . / // / / / � � MH- 10 11 ,992. 1 10,021 .3 � C°�`�, � � x ) _ � Fl N��RAI,1'( / / / I 1 � .. I I / / / / % � / � \ -� � � � �RA ITY T.B. �(DKAt�j / � . '1 � I � / / / m � / �� ag � MH-11 11 ,998.8 10,4152 f �, � � _ _ - \� / S � " � � / / // � 0 � � � " � - � � � - ' � \ / q � � �y� ' � / /// / / � / � / �� /w / \�� � � MH- 12 12,026.8 10�429.9 � � o s - � \ � � - � � �� k, � � � `O c, t � � � � � � � � \ " � i / � / ,\w ti I ,� � m / � � b8 / / MH- 13 11 ,971 .3 10,536.3 W > 4 I • / \� � , ' % / I l l^' / m y �I -0 0 `" / / / � � _� J c� 20 �► o� \1 � m / � � � m // // / / � / \ �- / ' NO . �_ � � �^ � � � ,,C � � �' � m ` � � � � �� m � �VT � �_ � � � - � 3 F. 8 " t°te � iz�, � / � / t SEE SHEET 22 FOR THRUST BLOCK GRAVITY THRUST BLOCK 4,� o � \ � � � � ti�' � � k �..�1 � ///m� // / �// /� % � /0 / � vB � ��- AND FIRE HYDRANT ASSEMBLY DETAILS. � v�i � I B • 9� � � W � � 1 � m m tim � / yti / w / / I ' r v % y / / , i� �L _� � / � / �, � 3� \ 9�.8 s 6 S � N � mr o� // w � / 2. WATERIJNE SHALL BE INSTALLED IMTH A MINIMUM CAVER OF a- / � � a+ � �^- m9 S / /// // /� � � / J I� / / / \ . � m v� / / � / m �n 0 / / / 0� 4 �� / 7.0 FEET. . F I / I�0 l i\ I \ \ \ e S \ � / ' � \ � � ��/�� i0m�0� � / ' � ) / m / a 3. MAXIMUM PIPE DEFLECTION SfU1LL NOT IXCEED 3 PER `n m l / � \ �i \ 9y S �� � a , ; / �(/�( / � ,� ;� . m / I / m l // / JOII�fT. ADDITIONAL VERTICAL BENDS FOR WA7ERUNE MAY � I e o, �' `9v� 8 6 � � � N • � ,�0 � I I / � / / / BE REQUIRED AND MAY NOT BE SHOWN ON PLANS. m � � � a� � e �, � N / Q � � ,��► � � / / 0 � / � � W ( � e �� � , \ \ � I I N I // / 0 / . , � �; i � / / �� 4. EXISTING GROUND PROFILE FOLLOWS PROPOSED SANITARY e �` \ _ y�S � \ �J ! � y,�, y'1, �' /� / � / ,v / / �i // , SEWER AUGNMENT. \ 8 \ \ / � \ S � \ I / / /� / / % � � � / / m � I ' \ * � m / g S. ALL FIRE HYDRANTS AFE DIMENSIONED FROM THE FACE OF \ \ � � � // / //// / / /0<u / bF,O p / / / 0�� HYDRANT TO THE EDGE OF PAVEMENT N07 THE BACK OF \ / / / / // `' �im / . � / CURB. 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Fronlug� Ra W�S� . 5 ��� . zo � VAIL, COLORADO SANITARY SEVIr'ER — STA„ 12 + 50 to STA. 25+00 44 16 . APPROVED DATE PROJECT N0 . Forl Co� hns, Colorodo 80525 Colorado SDnngs, Colorado 80907 Vml. Colorado 81657 WATERLINE N � . BY DATE REVISION DESCRIPTION ' 3o3izz5 - < ess 303 / 57G - 350C 303 / < 76 - 63 < 0 � ' , ' W � 5TA ' 29 + 90 WL STA . 30 +44t WL STA . 30 + 59 1 ' I 90° HORZ . 8ElJD ( MJx MJ) 1 - 12" 22 �l1° vER . 1 - 12" 90° FbR2 . BEIJ D < M J x MJ "'"�e ""E" "n'w�.� io"`s' ALIGN � ROTATE FIT71AIG5 BEND ( MJxMJ ) Au�N 4 RorATE. Fi7rltJes MANHOLE COORDINATE IfABLE I h// TNRUST BLOGK W� GRAVITY THR45T W� T. b. ' B�ocK � NAME NORTHING EASTING MH I � " MH- 14 11 ,838. 1 10 741 .7 ' 1 I � � � � 1 I \ � \ \ ` I '' \ 7A� 2 + 14 ` 1 \ °B � \ \ \ � \ \\ \\\\ \ \ \\ \ ' � � 6 ��,• ro 9 � � 1 e � � � , 1 I W STA 2 � 7 \ o m '� \ 6 \ \ \ ' , . �. fis , � - F. vA E �,e `� � � �9 \ 9e 8� �?� � \\ ��s 8 MH- 15 11 ,931 . 1 10,817.8 ' � M e e \ , e � > � 1 � � � \ �� _ � . � � ,� o , 1 � � a� m �. e6 e � s \ . ` MH- 16 12, 140.9 10,681 .9 � I \ 1 u, 6 F. ` ST�'. ls \ ,� 9e \ e � �� , Gunr m.n. 1 1 ` �n G i YSV . A+ \ e \ \ \ \ �\��� IC� 8j4 \ , MH- 17 ' 12, 177. 1 1� ,F)36.8 , PRADDLE CREEK SUBDIVISI \ \ u I �m 1 n V � 'I -�'I 'E R T \ �� \ � , . �,\ ._\ 6 ` \ 5 A . 31 + � " IASS �y \ � \\ \ \ \` �� \ � MH- Ib 12, 248.4 10,690c7 � \ m �' \ s � 3 � � � \\ \ � \ \ � � � �_ _ �� � � � � � �\ \ 1 CO I I \ \ S99 \\ \ \ \�� \\\\ \ MH= 19 12, 135.6 10,839.9 � m m " �'= 1 s KEY MAP N a' � `p 1 \ � � I �' � � I \ \ \ O 14 \ \ \\\\ � MH-20 12, 113.8 10,922.0 � �n � - \\ \ �� � ( m � Ib 1 \ �-,�R . � 1 � , � \ � \ � � �, MH-21 12, 112. 1 10,998.6 I �� �\ � S 3 7 � 1 �' �` �,. R �,� +� \ � \\ \� � MH-2Z 12 081 .4 11 093.8 \1 m 1 N _ Ea. M i \ \ � , , , � \ J 1 I � I < � ST 3 + O \ \ ��_ 8 8> MH-23 12, 104.2 11 , 102.4 � � � , I I � � � \ \. � �ee�, � � \ � '� � m "� \ \ \ ;9+35 9 � MH-24 12,350.4 11 , 121 .9 � La � � I I I � \ � ya �� , Im I I I � � � � � \ \ F S6 M 4 IP'� , , 1 \ �n 1 m \ \ S \' , \ � � 5T . 39 } 35 NOTES: � x I N m �0 � � \ � � � � \I \ 1 m > I I � \ \ 9 �� 1 . SEE SHEET 22 FOR THRUST BLOCK, GRAVITY THRUST B�OCK ,� ( \\\ I W I J I 1 \ � ST . 34 \ 6� � B � 11� AND FIRE HYDRANT ASSEMBLY DETAILS. '� \� � t'1� � L . 3¢+ I ` 6+ - �, � 5 � 2 3 I I ' d- � S, \ a, 5 F R' 2. V�A T E R U N E S H A LL B E I N S T A L L E D W I T H A M I N I M U M C O V E R O F Ih�R�/ � ZS+� I � 0 i 12 2in t. e �\ a \ `� 3 +oi . \ 7.0 FEET. , � VI• r�iC� \ I � . EN ( l�JK � v� . . �� � � Y�. N I C�tf �� � i \ W 5 A I9+ 1 � �� ,� e \ \\ ST . 7{ 3. M A X 1 M U M P I P E D E F L E C T I O N S H A LL N O T E X C E E D 3° P E R �I 9 �"' I I � I � � �" ' 1 2 " 5 HOR . g D cMJr M.1) J O I N T. A D D I T I O N A L V E R T I C A L B E N U S F O R W A T E R L 1 N E M A Y ( � I � \ a _i � 12 2 �zµ R12 � • �- '� � • BE RE�UIRED AND MAY NOT BE SHOWN ON PLANS. I 1 - I H� N D � M J r P E ) \ � N ( � F J) ir 8. �' � I D I r "� N N' � � Q � v o A A L I ►J F T T I N G S 4. 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Wast , Surfe 202 SAPI�TAR`If SEV�ER � �7l /'4, 25 + 00 to STAe 39 + 00 44 � � � APPROVED DATE PROJECT NO , For � Colhns, Colorado 80525 Calorado Springs, Colorado 80907 Vail, Colorodo Q1657 VA�bL, COLORADO WATERLINE „ NO BY DATE REVISION DESCRIPTION 303 / 226 - 4955 303i5 � t - 35ot 3o3ic � 6 - 63 < 1S - WIYiE RNEF NATIONAL FORE.FiT /� MANHOLE COORDINATE TABLE I ' NAME NORTHING EASTING �- -ZZ �- /2 , � . � i":. ,a MH- � �j 11 ,776.7 10,022.6 ���� � ,s ,o MH- � A 11 ,731 .5 10,232.6 � � ` �� �:� � � ' �' - � I ,f , MH- b !5 11 ,656.0 10,534.3 Q MN 15C g i � MH-12 12,026.8 10,429.9 STA . 2 k 50 � =:ILL1Tf NOAD. 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OF 2 � wMrtc nrax ruiweia rowrsr RDADWAY GURVE pATA � • ALL STATIONING FOR CURB AND GUTTER IS BASED I ON CENTERLINE STATIONING, ACTUAL LENGTHS 3/4 " TAP FOR PRESSLIRE � _ � � o � = y� 0 0 = 44, o WILL THEREFORE VARY. � 'TRANSD�GER p 5 � T = 29 45 ' T = 24 .93' T = 20 . 20 ' , . . , . :. ., . �� 4 6 � � � R = 5 0. 0 0 � R = 5 0 0 0 � R = 5 0 . 0 0� 2 THRUST BLOCK O R T H R U S T B L O C K (T.B.), G R A V I T Y . � a "' a _� 10 l. ° 53 . 23 L ° 4b . 25 L ° '� 8 . 40 (G.T.B.), AND FlRE HYDRANT PE x PE PIPE .� y. ' I ,_ �Z FGq FLG x Pf_ 3 a PG 57A. It4 (� . �5 PG 5TA 2 + 35.40 PC 5TA . 3 + 5(� . 52 ASSEMBLYDETAILS. ° � „ PT �iTA . I t99 . ? 6 PT �jTA 2+ 8I . (ar7 PT �7TA . 3 + 94 92 3. SEE SHEETS 20 AND 21 FOR WATER STORAGE TANK e j' ° °�,� '� ) : e � � DETAILS. `„�'. . .; •� / ' Wl. �iTA . 40 + 08 � ^:' .< • ' ^ , aumxo,o. WL �iTA . 42 + 55 �"O` ' ' � 12 � lp 9 Wl. 5TA . 4o + 31 WL yTA . 40 +59 4. ROADWAY ACCESS TO TANK SITE SHALL BE INSTALLED � � �'' � I � TO TANK � PRADDLE CREEK SUBDIVI I N 12 , 4Za.�� N t2 , 5q5 . 9 � i N l2 45co.2 WITH MINIMAL GRADING. CONTRACTOR SHALL � � LOT 10 E 10, 938 . 3 � E io � aB . 3 ; � � 1 - 12 " 2Z �/Z ° BEND E 10� Q23.L8 E �O, q Zri. B + � PROVIDE 6 1NCHES OF CLASS 5 GRAVEL FOR WHEEL . � � � I � \ �- � � _ ! 1 - 12 " 45 ' END '- �_ 1 - IZ" 45 ' BEND � � 12 " 4� BE�ID PATHS. , ' �d ' ; ' : �+au„__ � - � g �- � ffi� 8665 �. $ , 698� � � \ ,. 5 . . . : : . ` 09q8 � �� - -� \ � - �� � \ 86 � i a"± �•: '� , � � J � � , ie"f KEY MAP � \ _— — , � � / / � _ 0 — � � � \ BS� \2S 5_ COh1TRACTOR SHALL PROVIDE PERMANANT 110 VOLT � � SEE SI-rf. 17 \ LO�/�i4 75 �- Z 8\ 98 \\� SINGLE PHASE POWER TO MANHOLE WL-1 FOR , . :� , � : � ,, . .: . ; r FOR GONTINUATION ab � 089 $ �_ 8 \ \�� 8�� � TELEMETRYSYSTEM. �o . �, o . ,' i 65 � � � / � _� � \\ \� \ 8655 �45 \\ 8. MAXtMUM PIPE DEFLECTION SHALL NOT IXCEED 6 �. .'.�. . .� � � 8 ' � � e9 \ ` 3° PER JOINT. ADDfT10NAL VERT1CAl BENDS FOR g � 665 �jTA � O t 00 / � /� 6 069 � � 868� \ 8 �\ � WATERLINE MAY BE REQUIRED AND MAY NOT BE , c.rtxo r ro�.� ix oua 9g RDWY. q �' $ � Lg � \ 6\\ � SHOWN ON PIANS. 5 ' DIA . MH 12 �• F VAWE ���aW �n �� WL yTA 7t96 0L � / � � 00 � �� \98 ��� CNO BoTTOM w/ V 8 y,,,,,� . PROVIDf / g705 N 12 3t9 . 4 RO AY � � �� e � � NEEDED) �'-p �� - � � 9 _ -CffKg CUT —� / � / 9`� � � � � 695 �`\� �� \� - - --- - E ll , 2 6 - � �9$ , _ 86 / / 87 � g �� \\� �iT�eBo .. '� n•.�c.� ��r / ' 1 - 12" 45• �END � ' 0 i ` / �� � �y,�^� \ � �» M/WF�E V1/L-1 - , � � � � \` �'�GONGRETE L �r .s• unt \ 1 - 12 22 /2 9 7 � - - - � � • `\ \ "�w�•�sa�, .STA. 42+77 _ �, . BEND W/`(. B. ' . � /LIZ L.F. IZ � j-� / 0 � L9 �/ _ � g O EL . S? \ \� \ � °_ . . . � ��wiw� �mr«cc'i a e � / ! �'Z ,, \ J-^' PUMP GONTROL TELEMETRY NIL � BE AODE� BY f o��n�»�c c�� C� � �t9g - 1 j� i�j/ �� �� eZ � ' .-�- �\ � � - - YAIL V/1LL.EY GONSOLIOATGC> WAT�K DIyTR1GT. \ ` O � 3 / 0 � � �_ / _� � � -- -�� e£ 8 ��5 ` �� � � � r � 9 n EOCLOSUR'� vOLT R7WER iN M. 0 �l �l WA7ERTIGHT \ / 39�'1$ / 23 l..l'. �Z P� � / � ' 0Z L$ � � mar r 685 Z}S L .F ' O � _ � � ' � / ��L ' b5 \ � 8 _ >�.�p��;J�''J,IPp.TOR ' � � sers \ / / - ��� ' �'� \ � $ 0 ' / � . � i _ g '' / i' e b H � . __ _ ���,n��\��\'7'1 1 :�4 0 � � o o°OZo ' � o � o o euo p� � H N LL 9898 � /� ' - -- � - � --- ��J 0� �� ' -' \ & � '� .P' � � � g)� �E� Wjtp��t c.mo'" �` • (�) \ / --- � - J f' _ ; F.i 55 es < a ` OPER7X 1,11�1E�_ SECTION a - \; ?�-- -7 � _ � i - � ~ / � ' ` " 'f- � � � � ~ - " iP '- � / r. 9 s� _\`,� �0,� �'� \� � +? • . ' �- - , � .' / G " p J� YIM ' . �'� i i P � _! ✓ . _ � ..� - �.. . � (� W � /j��Z/ L `'/ -. _ \\ \` �� Y.i �/e•n/o y1.�'u--r • ' i � . B .�-��a�f _'". 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IZ" � DIP ; 3Z l..F - — -- - - - - - --- - � - -- -- - - - - -- _ --- � ' I : ' � , IZ' 4 IZ� 1 � , IZ"� DIP - - - - - --- — - - - - _ - - --- — - --- - - -- - --- -_ - - --- - - - '- . . t • B+F DIP• - _ _ . _.. ; . __ _ -- -- � . . # , t - . , - - - � j _ I -- � 8760 • � _ . . h - --- -- - - - � - � ��T� --- - - -- - -_ - _ _ - — - ._ , - - -- - -- * - -- ----- - - - --- --- - -- - - . -- � � ' . _ - - - - -- --- - - -- - -- - --- - - -- _ i i --- - - - -- - __ - - - - --- - - --- — - , _ - - - i � + . - -- - - - - - - - - --- - -- -- -- - - - - - - - - -- - _ -- - — - - -- . , � _ _. - - - - T- , � � .ExiSrGF�i71IF1p\ -� - f' �: i } - - - - — - . - _ __ _� ---- -- .. - - -- -- — I — _ - -- - — � I \ � 4 — -- — _ _ _ _ — - - ---- - � - — - __ — - - - - -- - ' ' - - - - - -- - - - - - - - -- — - - -- - — _ - - - - - -- - -- 8740 -- - -- - — 1 ----- _ . _ - - - - -� - _ G -�- - -- �- -- - - - - - $�� -- � -- - -- - - - — . , :, , t � �- --- - -- — -- -- - - - — — - -- - - - _ -- — - - -- -- ---- - - - - � � ; � � — --- - -- - -- -- - — - — - - - --- - - - _ - — - i t � ,�` �- � - --- - - - - _ - - - - - --- : __ _ _ . _ . - - � — � + , - - — - --- -- -- - - _ -- — _ _ - - - __ -= ____ _ - _=- - - -- - -- -- - - - - - - - -- — . _ , . , — — - - - - - , , >- - -- — - _ � ' � _ - t ' a� 2o -- -- r - - - _- - -- - -_ -_ _ - — - _ - - _ _ _ _ - _-- - -- — . � : y � � - _ _-_ , _ . , � + $� �`$ --- ---- - _ : - -- - -- - - - - _ _--_ - -- - - - - - - - -- � � , �-- t r - - — - - - - -- _ - -- - — - -- I , - - - -- - _ _ _ - --- t - - i 4 �r ; IN . 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' I � -- - - - - - - - - . - - — - - - - - - - - - - - -- - - -- - _ _— _ _ - _ . _- - - - - - - _ -- - - _ _ - - - -- _ - - �r - V� ', - � i � O M _ ��N � -� � CA � - - . -�- . i ; + t � + t f . _ ___ - _ _ 37 + 00 38 + 00 39 + 00 40 + 00 41 + Q0 42 + 00 43 + 00 �� o gwN ESGNED CHECKED �� Engineering Consuitants SPRADDLE CREEK SUBDIV� ISION WATERLINE — PLAIV & PROFILE SHEETS SHEET l KKl� ¢ 2oqyi /�DpPrp pETiVL°� � - 2 �1 - 91 Ia� - O� � 2900 Soulh College Avenue 320 < N . Acad�my Blvd ., Suit� 220 953 So. Fron� age Rd . West, Sui�a 202 , For � Collins, Colorodo 8o5z5 �o�o.ado So���95, �o�a�aao 80907 �a ��, �o�o.oda a , 65 � VAIL COLORADO � STAe � 37+ 96 to 42455 44 19 NO BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT N0 . 303i � 26 - t955 3o3i5 � < - 350 < 303 / 476 - 6340 9 - - --- . � _ . �e - .- i ���+��J1 �i e I _ . . _ .� . . _ 47' - 0" 5'- 0" � DATA IS SYMMETRICAL ABOUT � 21 ' 9' - 0" TYP 22'- 0" 22'- 0" 4' - 0° � �y - Ib' 1 ' - 6 " 1 ' - 6 " 2'- 6 " 3'- 0" � ' CENTER THIS BAR - T� ' �� TYP � TYP TYP TYP #5C�8" GROUP ON COLUMN `O �� � , 87� __ N . . . � � _ i� . . . . . . . . . . ' , � . . . . . . . , _ � � , . . . . . . . � . ' . . . . � . . . ' . . . . . -. . . : � . . � . - � , . . � m m � 87� � _ � m ~ � , ao • °J 00 I pW. L ELEV. 8755. 58 1 � 2 " M�N . � � � � � � � g , � 5 � I �I #$�� SHOP BEND TOQ1 �n i� 9 " W. S. � � ' 8" FLARE �ADIAL C L E A R W. S. 6 CONIINUOUS , � � 5 � 8"T � T 5 O 8"T -� FORMED CIRCULAR o ; � I CONE iv z �8 � 8" 6 8 � 8'B 8" OVERFLOW PIPE 2� 0'� f � � �o Z� �, N � � Q � m J �� � N �' 3 � 8" � o � � � �GRADE 40) � � 4'- 0' 4' - 0� � I zo w � � • < < c� c� � o � � � � . , . � � o ,�_.fi � N � 13 5 �P 8" T � i , � � � ' t,�,LLt O 8 " ' r (13) #5 O 8" T � , - - - � � - , '��� � - - - A - - �- � � I � � 8) #8 13 11 t1 8"B o \ �rt'� ( 13) �/11 � S.B � 20 � Zi ao ao c., � I . �k I � n : � _ �_ i � 1 � I � #9�8" ; � #5�� 5 O 8"T � 8 T 5 O 8'T � 6/8 • 3 1 /2' 8� Ft, G � PE WAt,L PIP6 , ' � �I BOTTOM ( 3RD ) tAPPE � FoK STUDS N � �g Ag" g 4�8 O 3 1 /2' 22�_ p^ � � I MATCHING DOWELS � TOP ( 3RD ) T� 6' VENT � MATCHING DOWE�S m ° a I I 1 - i /2' x 3- 1 /2 " e ao � � BEVELED KEYWAY � 2' - p" � � z , / I � a I ( TYP) �,P : � 9" W. S. CONTINUOUS m !— I � m ~ L ' _ iI � t0 , � �n �o m a � � { I , � - s° , �- a� � 00 J ^ a 8' FLG. x MJ WALL PIPE, ' A � O � ; i � � ;:� TAPPED FOR STUDS. � �_ 6� 1 ' - 6 " HORIZ. HOOK ,.� „ T� � 5'-0' o � � � � I i i ,,- " 'v L � � #7�8" 4 SIDES 7 '- 6 " 1 ' - 6 SHOP BEND TO �h � °° _ !� — _ _ _ _ � T1P • �� i I CLEAR W. S. i � I � . -: � - - ..r -� � io ; �"�p , 4 - 4• '!`�� � I -- - � 8733. 5� � ROOF PLAN - � � �- 8' - 90' MJxPE BEND. � 1 '- 6" SCALE : 3 'iE ' _ ' ' - C" Z , i T1E UNDERDRAIN INTO 8" 3' - 0" OVERFLOW W1 S�XB" CROSS 7YP . 8732. 33 #5� TYP '-8' � 1 '- 6" 22' - 0" � 2 ' - � ' ' ' - 6'^. 8' - - - - Ec PNO 8' X6 REDUCERS � g #7 � � ( NOT SHOWN ) . � ��--� 2' - 6 " 6' - 0" 6' - 0" 2' - 6 " 2I � SEE 5 HT 19 FoR I - -- � — - - — - — � TANK - �ONTINUATION m � I . SECTION A � � 8" OVERFLOW W/ WALL � SCALE: 3/8' = 1 '- 0' Zo � � F - _ - - _ e SUPPORT BRACKETS ' . - iJ 6 " PERFORATED UNDERDRAIN . I � TIE: INTO 8' OVERFLOW W� 8"X8� -„-- - - - Y CROSS ( MJ) dc TWO 8�X6 AAJ x PE 8 DRAIN REDUCERS. SLOPE UNDERDRAIN TO f TIE: IN AT 0. 57 g" FLL * �vlJ GATE VA�VE I WlvAw6 0oX ExtE�lS�oN N 5 O 8" TO GR11DE . ��oviDE � ELEV. F3735. 08 �� VqLVE KEV EXTENSioN B" FLG. xP'E WALL PIPE • ro wmNiN � FEET OF TAPPED FOR STUDS. NOTCH 2� - 6" 6' - 0' 6' - 0' 2 ' - 6' ° I GQA�. FLOOR dc FOUNDATION AS iv REQUIRED . �' : r - - - - - - - - -�- - - - - - - - - � tO I I � I � I . N r — _ _ _ - - _I_ — _ _ _ _ — � � I I I I o . I I I I � o I I ' I I ih � I I I I � I I I I o o . I I � I I � I 9 O 8" �� - - - - - -- - - � � - �- � - - - - - - - - A � N I I I I zO � N o I I I I I � o I I 2' � CoNC. I ;,� � I I COIUMN I 4]�- Q° � I I I I , I I I I I I I I , 1 `- 6" 22'- 0" � - - - - - - - - - - - - - - ' I a � I I � � � I I a N L — _ _ - - _ _ _ _ - - - _ - - - - - J 14._ On — i O � � Z ' I Fa- N #9oe" c� � i � ELEV. 8735. 81 } #5 � 12" 20 � IZ ' MJ • Pe WALL PIPE � � 3' - 0" 3' - 0" TAPPED FOR STU �DS. • i _ _ Iz '_ F��� vRnw - To s ' cy r�u . 3' - 0" � � SEE DE`rA1L ON ( TYP ) i � SNr. i9 0 F. F. ELEV. 8734. 83 n i� � � _ ' `" ( SEE SEC. A) 'o � ' 11 ' - 0" � # 5 � 8° DETAIL 1 ONSTRUC110N �JIONTSDIS AT 1 - 1 /2" x 3- 1 /2" BEVELED KEYWAY � F O U N D A T I O N P L A N ___ � SCALE: 3/8" = 1 '-0' 2o BUILDER'S OP110N . & 9" WATERSTOP SCALE 3/16 " = 1 ' - 0" ( TYPICAL 4 CORNERS) SHEETS SHEET DRAWN DE 6NED CHECKED � io � , Engineering Consultants SPRADDLE CREEK SUBDIV' ISION 300 , 000 GAL . WATER STORAGE TANK I ' .�8 ' 91 187- 0' � 29UC Sou:n Cniege 4venue '� 155 Kelly Johnsoc Hlvd., / 100 553 Sa F�ontege Rd. Wes!, / 202 VAIL COLORADO 44 �LO For� Colllns, Smuroao 80525 Colaado Springs, ColoroGo 80920 Voil, Caorado 81657 � � � � � � � � � � � � � � � � � N0. BY DATE RtVISION DESCRIPTION APPROVED DATE PROJECT N0. Tos / zze-aess ao3 / ssa-aio� �03 / a�s-s3ao 1 /4"x2"x2' STEEL ANGLE I 3 /4' SOLID ROUND RUNGS . VENT - 6 " W/ ( 2) 6 " - 90' , I BENDS & N0. 24 MESH SCREEN I I I (NONCORRODIBLE) INSTALLED 4' - 4" x4' - 4" TYPE 1 /4"x1 " ( 7 PLACES) Ty� IN TURNED DOWN END . "SS" BILCO HATCH 40' � — - - - I , SCREEN C ' 21 13- 1 /2" RADIUS ON TWO UPPER � � HOOPS. 15- 1 /2" RADIUS ON BOTTOM `� HOOP . I AVG. ANNUAL SNOW � .� -- — DEPTH LINE � . , o � � � ° - �%\���\���\���\��� ���\������\����� \\\ � � . _ � '\�\j/\�j%�\j/\ \�/%%��/i N � �5 � ( 4^ SIDES�) � ��. 4'- 4" . � 0" . � �%\\�/\ �� �\�� � o � � a , ^" � ' � // `// `/ `r= _�' X �\�����j�5 o e' .'� � - /� /. � /. � /. � /. �\,, - ' � � / / \/ \/ / �- \ 1 /2"x1 /2 " GROOVE FILLED � � �j� �j / / / / / ; � W/ APPROVED WATERPROOF � _ �/\�/\��\�/\�/\ iSEALANT (4 SIDES) \ " ` ' o %�/�j/��/�j/�� , '"• /�j%\\�j���% � , , � \/\\\ \\\ \\ \\ \ \ \ � 6' FLGxPE WALL PIPE N \/\/\/\ I� 8757. 50 /\�jj\ . . . I I ` . : I � / � - . . i �8756 . 33 ��� � � � � , - , ,2-x, - , ��• � � DETAIL z � � BEVELED KEYWAY � SCALE: NTS Zo � I FASTEN TO WALL Wj 1j2 " 0x6 ' LG 8 �, ( 4 SIDES) b S. S. EXP . ANCHORS. ONE PER BRACKET � ' ( 12 REO'D ) i I , ; COTTERMAN SERIES "F" FIXED Ii I ' � I STL LADDER W/ WELDED STL. I ' 1g� CAGE MODEL N0. F27SC OR , EOUAL v O j N p SPACE LADDER WALL MOUNIING 8° OVERFLOW � � BRACKETS O 5'- 0" O. C. OR AS i� } RECOI�AMENDED BY MANUFACTURER. � . � ~ MSS TYPE 24 �_� i z N p 5/8" 0 LONG— TANGENT � � STL. U — BOLT W/ 4 - HEX NUTS -- _ ^ i � ^ i --' ( FOR 8" � PIPE) ., c� m _ �-- - . �` i i � ii . NOTE: COMPLETE LADDER ASSEMBLY � � MSS TYPE 31 i i ; TO BE HOT DIPPED GALVANIZED AFTER , �' STL. BRACKET � FABRIICATION N � ( FIELD FIT HOLES & ' ! ': ` ; i U — BOLT IN HORIZ. ' N WEBBING OF BRACKET) � � ( 2 REQ'D) '; i ; . i ; �. � BACKFILL MATERIAL j 7�16 " 0 x 4" _S. S. � EXP . ANCHORS W/ � WASHERS . ( 2 RE�' D) , , ,- �i �/; � ' ` \ ,`�� �/ , , �''�/ �/ �// � � � �/`�� ' /\�� ��` I WATER TANK WALL i�/���j��j\� , , � ; � \ \,'! ` • t� 8734. 83 �\ .�� .\� ,�� . � � �. � \/\ // // // // \/ �\ � �., � . � � j'- 3' ;� 1 '- 3"�� . `�/� \ ' ` � \ `, � . NOTE: BRACKET TO BE HOT DIPPED �j�\ \ . � . ' � V `. . � � , �j_ / � j �/� �j�' GALVANIZED AFTER FABRICA'�ION � ����`��s � o . � DETAIL 3 � O � � SCALE: NTS 20 SECTION a 00 � ° � S�^� 3 4 ° , - ° Z ` ' SECTION � O �" O SCALE: 3 4 =1 - 0 2i O O 6 ' PERFORATED UNDERDRAIN O 0. 57 SLOPE. TIE INTO OVERFLOW PIPE. 3/4" GRAVEL � SHEETS SHEET oRAwN D SI�GNED CHECKED '�' 17io � . Engineering Consultants SPRADDLE CREEK SUBD� IVISION 300 , 000 GAL . WATEI� STORAGE TANK I - 28 - 91 , a�— o„ ,o°°�o„�'s. �o';aao Bo525 �050,dol Sprngs� Colloratlo ao9� 9a', �o�orado 81657 Wesl, ,y 202 VAIL , COLORADO SECTIONS AIND DETAILS 44 21 N0. BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT N0. 303 ; zzs-a9ss 303 / 598- 4707 3o3 / a�e-saao EXISj . GRol1ND 611R�ACE, I - # 3 AROU�to SEE hlO1E �'2 6ELOW. KING � CoV6K UAIp15TUR�jEO TRErJCN � � 24� pING a tover+ � GRAVITY THRUST BLOCK INFORMATION TABLE �ZY "(KENCF� ' �Z REQUIRED VOLUME-CONCREfE (CY) �r_ �ALK�F �I.L ZONE STATION 67.5° 45° 22.5° 1t25° GR��IT ZONE 1 O+ DO TO NO GRAVITY THRUST BLOCKS REQUIRED g�� MIN. CONCH[TI' hDJUSTMENT R14�G�i �4 ' Z t�11� . � ( ' Z�� (V�A� .� �:3+ 7Z I �� M�%. � GROUT INSiDE JOINT$ . ' o' 24 • � m ZONE 2 �3+ 82 TO 7 � + 39 9.9 7.6 4. 1 2.i r x �p � . - ICCCCNTRIC CONE g � ZONE 3 21 + 9p TO =o 'm � 3:i+41 6.9 5.3 3.0 1 .5 ^ v 'Q . ' ASTM C ' 4iB : .' � MANHOLE SECTIONS ZONE 4 37 + 96 TO ' ° 4.?+ 88 3.6 2.7 1 .5 0.8 � ' �" � PAMNECK SXIPLAP JOINTS GROUT INSIOE JOINTS B ' S � B WY � I a :,; � NOTES : NEMOVEABLE PIUG �� � � �� � S6E WU'fE 10 L@�T 1 . CIAY SOIL SHALL � '% SECTION (a CONSIST OF AT LEAST W!]TER LIhJE ° � 70 � PASSING N0 . 200 ,: Se�ECT F�u a1.5. 22 S I E V E W I T H A " � � PLASTICITY INDEX OF ~ . 10 . 5 av�s � eN- THIS INSTqLLATION REQO w � WHEN CLEAR VERT. DISTANCE ro�: Q , A5 SNOWN IS LE55 THqN ( ' - 6'� OR - � '.�� .�::'. NORIZ. DISTANCE i5 LE55 .. os6 MCCtlAtICAL � o ,: 2 . CLAY SOIL SHALL BE � N � � � COMY ¢ [ eelOM PL06 . � � I THAN 10 FL BETWEEtJ �/���tam �1� ��T� �ENENTL MANHOLE STEPS� . � � COMPACTED TO AT ' � " � � r�. � � � PARALLEL LINES , AND '° """"°'� ""''" . �z • o.c. �'� � � � LEAST 90 � OF THE � snu sEw roRran � : ' . � �: SEWER NOT ENCA5E.0 . TYP a. aer a aue e � - '� ,. �.vnaer - o.ie• IPE � At�ol1 .,' : ' : �r' •. � ° � p� �! STANDARD PROCTOR 3 � �. wvec���• e�� '�- GAZK&T� ., ': 'a�' ' � ' • c7 o F � : • ' � . � `""°' PIPE ^ .' :'. : , z F- MAXIMUM DRY DENSITY - - 1 I 0. II� - 6• Amve FIDW CNANNEL . ' .o.. . • .. .'`. . O O U. , , ` - � r ( ASTM D- 698 ) . SECTION B" . . . <: ..-. ' : • fi, O. LF OR PVC � t0 ,E 11D 10� . '- O IhJ °.J�-O MIV.1 �'C11h1C� itl ' M ' ` STANDARD DROP MANHOLE 6„ "`� "� ►�o-re : (e .w.� 2EG?'D � �l n� � � w[a'iER I. iNE z - 's �a � 5 CASES WNERE SEW- � � 5� bLUE ° CAR50NITE " OR F.L2UAL �R UNE iS AP�OVE B � PVC P1PE _ � IvtARKER'� ONE ( � ) PER F NYD W�� `� ��� I - � '� A �OUFID - F - A�N�I.Y �O�7ED TO ?OP =X �ST. Gp.�U�1D SURFACE . R � � � �� �� �, � \ , . : �iEE N�+TE � Z ABOVE . / CONCRETE ENCASEMENT OF SEWER LIN,E / c�A�l G�ANULAI'- BEDDlr1G / r� ' , � .:�, 24+ ftING t GOVER CKEMWE �DDI�1G GQOuNDulAtE2 lt� GKoU �1DVlA1EIZ 6ARR�ER BARe��� �oNE 3� 8" MuJ . : :��:�'� GRoU1 = 12" MAX . :, \;� p2� CA5T cot�C . / ELEVATION ADJLISTO�G R�N�S . A GRAVI'TY TFIRUST BLOCK �ETI4lL. F�RE HvoRau. i- o � ( 2- 2" Mirl . , 6 - 2" MAX . ) , , �oreu ��T ) ,� ZZ � P �EGAST CO�JG � vARieS �-O r-d sAN sew Q EcceNT��c �or�E ELEVATIOM 6REAKAWA`f �1 � � 48� oR C��' olA . FLA�IGE o . . e-_ . � - ,. � o . _ • ro o.z • rxre zo: , „ � , • nnF+ S7EP5 GRUUNDWATER CLAY BARRIER DETAIL , / � �� T.�n "'M - � TT � pOL7ETHYLENE BEARING �/�� \ , -� ; v � � ( PER DISTRICTS LOCATIONS 1 20N0 BREAKER SURFACE qi,� . h�' . . . � � �'.r . , . a. .a/, w����'�: :.i I I I � i-o' naw = MH S'SEPS �� � � I I � ' W I ' 6" MAX � 12� °�C , � � PZCV �,DE JA _. E 5' E �� - ' � � i p� . o -r 4/ EX'(fclKit04.l�i J. .,EKE I � � I � • C� ME � 3�� MIN. [� A � VE7TH Df BUC` y I � � MORTAR . ':;�: ' ; ,, - . ��� GREAIC-K 1HAN B �T 1 9 � I i SLOPE Z�FT � ,. HYLENE •....', �. ' BE.�DING p� . - D .. ' � � - /q MAX VARIATION POLYET MATERIAL �11 �LEK1 �lE G o � � . �' . __ . REwWJE M1D ICELOUTE BONO BREAKER . y MWIMUM 9UR'I - . . - __ _�T� - - - �. - Q FHOM TRUE PLANE /yTBPS IF IJECESSAFY UNDISTURBED UNOISTURBED � .� - e � � GOr.1G GOI.I..ASZ ' ' - - • � rtEUwE vortriou oF � To TH�9 lACA1ioU SOIL soi� \� PC'R SPfUFICAiIONii - p ' . . - �o. . �_ . _ �. � �yy�rc a . c - •.v6 • we : - _ � z INVT EL R GROUTAR U o TYPICAL BEND � w?xnr� � P1PE PE �JE1KA"CIOh1 _ -_ E. . .� s• mwrvv,�w.rwE �b`-� GAOKE'( 5 CTVP ) a• w� � TYPICAL CROSS SECTION 6� h' , � �'I''� '� CONCRETE COLLAR � - � �� � VALYE / NR:� z , _ ' ' ' . _ �� :d �. _ � iI I� , .'( "D � �bPE w u .. V+PT SUPPOR'T�ANUIOR THRUSTBLOCKINFORMATIONTABLE ' (TYP ) rNWS � . " ` 's • • � p � . / � � _ o �. � ' , � PWNED iNVERT BEARINGSURFACEAREAS (SF) BLOCK / � •.: 6' iIPE : � o, ' .} ° • ' . ORIeNT 8' OROP pEq � j: � -' e �° � � • ��. 'f'/ � � �" - u ti ". . - n -' .o . .. PRECAST Y�NIIOIE %SVGPftOGifEfl E�T �O a • � ZONE STATION 9p°�TEES 67.5° 45° 22.5° 11 .25° S7£CIFSCA7I�fl . � o °e . . 6XiST. . ZONE 1 O+pp TO z c '� ' � - -0-. ' . . . ° , ::. � �•. %EVEI. EpGE OF i2' VCP .�: . . .�i. + 13+ 72 11 9 6 3 2 r 44i � iRORMT OAAIII S16S MIL�- �a� .� '�� �. BASE 3� MIN. ZONE 2 13+82 TO BMIL RE'NIIIq�1A ASiRUGiGl6 � . . . , ° � �. � y �. • P• EXibTIUGGiWNEL . .: • . . BEARING � GF 4�e �. z �w� � /� . ,-3N� 3L9CR _ T . - . . : �. • . . - . . 90' El.6O'NTO MUTCH �. .�. . . . . � SURFACE POLYE'irfYL. � �'��'"� � '' r 'M UNOISTUHBED e . ,� peq T POLYETIttLENE � 17+39 31 24 17 g 4 ~ � �°NE ��,C � 5�`-" ==G-=�n ALTERNATE BASE BOND BREAKER UIIOISiUR9E�; c-c: ;r - ��� pp,�t� pEy 1 .. SOIL ZONE 3 21 + 9p T0 �� �__ .U'iGfPa SECTION A-/► ZONE 4 37+96 TO GAOUNO ���° c pECffIGTZON � 6 N?L PIPE O D DO NOT USc TEE 35+41 21 17 12 6 � 3 y���' � -+� � enECN EOUIPMENT � � �S� � MAtJNO� E F02 N1 �1 5D - I . --2 u PQ7Eir"!L-�E tN THIS ZONE �� � � �� N �� �� MN WL' I , az+ ee is �x a a 2 ��RC � S y�� � � - � . //, ` f�57RA�A1 FH TO MAN.I �LII� PRO�/ lD� Z - LO�IC FOOTIt�IGS� I O�� w �i�- O Y (o„ ���� \ ����Q I� W/ Z - 3�4� GDLV ALI, GAREFULLY IF�6T6AD OF �jl,Qg P�ASE � BON BRE/+NER . � Za^ yI� . THREAO W/B!TUUq�iTIC rN ? j COMGA.CTED ' " / � I �T��G - � SELEGT SOIL STANDARD MANHOLE EXl�ij. GROl1ND 2lli'-FACE. � � � 3 AROJ�D GENEPAL MOTES : SEE lybCE NZ DEIAW. RiNG i CovEK • FIRE HYDRANT OI b I r2J� P�N4 B COVEX SURFACE 1 - Bearing surface areas shown in chart are minimwn . � � � f UnIDISTL1�gED I L 2 . All fittings Co be wrapped with polye [hylene . � SO lL UNDISTURBED a Z � � !��`' i°r SOIL 3 . Pipe installed under conditions different fran GRoJT Q � • Uose normally encountered shal.l require COMPACTED a• V��� �q1CRETE •o,usrwc+r cw� ( z- i'M�N. , � DEAD END thrust blocks designed for those particular � �^x� i� cnw* i.sioc �a�rs 6,Z, [t�ndi [i ons . \a a � o GRANUL/�R � -� � �' MATERi4L �A� � MAI�.) e � � g q e ' r.AECW.u�cA� - 4. Thrust blocks on piPe larger than 12° shall i • �PIPE SUBGRAPE � ��%�SU � '� � _ ECCENTRIC conc be� Aesigned for conditions exiiting ai the eGw�unUCWOrtEO � irstallatton site. ° ToM�NOI.E � �_. ��srw c - �ie ,u�� WNIqIE sccria�s 5 . RE:fer to Sectton 03300 for concrete requirements . 6' PR�ZRUS �o�I WN6t� JAWES ° ARE �oT iN STRC�TS MODIFIED CLASS B BEDDING '" ' b" 0L1RY IN GRAVEL STKE � a.�wcc, s��n.r .airr: �no�r ixsoc .rourrs yz guzY iN P,aveo sT2EST • :• e•K6•xa• � -�E �� wPw� cTMP� $TANDARD CONI:RETE THRUST BLOGKS ����� �I� PLACE GJRB STOP �� � OAI OR A5 C1.0��E TO nrE rFiiEnu7bu PROPER'(Y I.It�IE � GASKET Ay PO�� �I.E a• � m A ° .ux A I <_ • , ' eT S. PIPE SUPPORT (M) PAVBMBNT ReDV✓oov � ; : 3r�c ao�ur MARKER CEYFNT� : � u.„„o< <E s,EPS Z PER FRTIIJG GROUT v 6 - ��,� a • o.�. ' h�8° x 3 " 5T. 5. 2�� � _ . � �' n's 6' - [tRqJT ARaJ�JD EXP. A�ICNOR � � � � MH WAI.� buYr 2' vcv � EL�� 8 �ROP DiSCHAR4E � � . . S � � ' �� 2�uEuT �AT hloZe : EK1Eao SEe� irk MiNIMUMSI.ePb P��E ' ' GATE VAWE LIIdE Ib� PAS"( ' y4�� ��" O b ? CORPORA"ilOri z '"' 4" MAx . '� � STOP 1S, CL1�6 0 ' OPEtJ RIGNT PRtW�1�l ut�e - `. � i1 80� �o° WATE � LIhIE ORA�i �jHOWI�I - CAREFULLY \ � � � OIJ Pl,A1,I�j COMPACTED � 4s° EL � SELECT so� � � INSIDE DROP MANHIOLE 6 - 3 PS - S F�D. 9QECIF1GAtloN Z^ X5/$" 5t. 5. � `-'so WW- N - I'tl sT. S . COMPACTEO • "S S" QVC �iTRAP - � TEE � WYE OR � / �- URANULAR '� I SADDLE MATERIAL �Rll.l. RISER Gl.AN1P {, STRAP �� � FOR 56C0►.1D bol.T (7vP.� t� _� }' _ _' [ SE�� ICE C11K6 StOP ��� OF LINE SNAU. �E � NoISTU � BE � sol � �IIAZE� MAIh1 L�N� 50LDERED � CAPPED PIPE SLtPPORT , GATE VALVE & VALVE BOX SEWER SERVICE CONNECTION 3 PeR s��crio� WATER SERVICE CONNECTION 2 PER F � TTi�� � l, N TMD SHEETS SHEET _ oRAwN DESIGNED CHECKED �� Engineering Consultants SPRADDLE CR � EK SUBDIVISION I - Z � - 91 la� - DI I 2900 South College Avenue 1155 Kelly Johnson Blvd .. Suite 100 953 So. frontage Nd WesL Suite 202 WATER & SEWEFI DETAILS APPROVED � ATE PROJECT N0 . Fort Collins, Colorado 80525 Colorado Springs Colorado 80920 Vaii , Colorado 81657 VAIL, COLORADO 44 � � g N O B Y D A T E R E V I S I O N D E SC R I P T I O N 3031226�4955 719/598-4107 3031476-6340 . . .. - - - - - _ - - -- . ..�. . . _ _. . - _ ,»- - _.. . _., _ .,�. - _ . , - - - - - - - str, [3v� t�,: � ��ars �r�nt_ � � � � � � � � � g � s GUARDRAIL LOCATION TABLE � --�-� ,. � f�/ . . � , •I , .st,we- �« w�w sx.c� ee oori� ix .ccaruusa vri mr sarum eM1Vxniows uc uurso w�x cwrrzwrx�s s,w.�. av ..v.rcn ix rnr awacmav �r m.rrr,:. oaruut so n.[ �xwccr _ ;� , i- 1 � w��.� ,� .� � a �=n .� a��= �� H ,� ��.. ,,�.�,. k � _ ,, - . _ . .,� ..,. ., ,. ..,�W ,.rc �„,,, ,� ,,..� . ,,< «, - -- �� .,�,� .� ��. .� ,,,.m. ,K ,�..� ,..� .,� ,�.« mt �nwecSC+rcrrmvrrv[ w�rsworaoa.vuoo• urinw+rcxs�fu STATION LOC;ATION CORRES. COMMENTS , . � sr rtxor�x z_-{ a' �Y-c' n ' >' <,. . . �,c «avs ,vit TYPE - °�.- '_ -}� - -' �-- - - T- - e:'• co-vFFww z �r rouawm aaaxc srcneiurro.va avo w2vantrmr's: ac av s�mrx. ' [[ 4o�t ' I � I I / I 9UFfFRTE/I.WNAL . _ o-V WALL � z;• 1 "`""_ � � °q ��rw I eee.0 � I �I ^ .� . 3 E � � iR�OL - 4NAU[0 SIEfi PW')f LYD 9(NXS SM4L /YK IM SIYF tMMOS/OM INO�LL)/ON I$ ( � S r CQYNEL'ICN TENM/NIL 5 � E C I E 5 ��pC5� �N001 ,[n(C.IR[O FOP /MC NC�A[ fif4V RA/( /Y/AC///Mi. PWIIMG M C41!/.V6 J4LL AOT BE � ��� �"� l�� � 1 i0� I I . � � t � ( � � __ �� � SECtqN _ 109T5 G lWYAS �� PCPMI/)IEO IF![N GAtNWlIiH4. ` ' ' ° ` 2 + 50 TO 3 + 50 LEFT - GILLETT ROAD � . �.� - ,i' E N � V I E W °T �__�- .�., �' �� w �.�1 �n+ ca+v rouGUSrvr f�+� e', s' suxmav j m me r�ew.nnav a� suuro xen roa rxe imvcr Wri i. arta�v w.�rax uwro � .. +�� : ' ii LtlG i / � / rrst mur �rcoar <� e• - na i b I - . -� �' � Y Y: �����//� �� ' � " � � . /��//;�. ' . , _" ' v��n $ H�QILDER TRElATMEI\Ib5 ( WITHOUT GURB) � A��i �s �aerucvanrraoAaar �vavawnn.sawmevrew� r.a� Sd✓prxrv r.be - I' M t sx tLI Rxexlnr .wr M er.VV ✓nm [v+ fKeo .wreD nMU Luu urSlsl .r / mrvivu✓ '�_J0- - ` r^V - �_ . _.l_C �. . .lc[�L"v.\_ . lV us( WISnLPowKnPo!)Mf! ` � . ' � '!. � o u.,• % ; ,� �;«s� ,s ,� ��- ��z� �,�.9�'a .o�,sr .,u.�, o. , � �,� e ��.,���� _ • - � �' -•� ��<Po.< w�E _ ;. a � , ;,, ,� , �.,,. �.E�„os �n .���..Ea. �F. 12 + 40 TO 14 + 40 RIGHT - GILLEIT ROAD � . 3 � 2 � 9C( tY GA ')FOthC - IN 1� - T ) K /OxGCM.tu / f d'. I' Nn i lP 9 Btti {� ♦ / .. � � �r . e r s�,s,err [�EV. OS � E w'sr wa>r .rrw�ocr e', s' sru.a,ro u/ rxe eeuao �vu srsrtu snu� covnavw m me rau»+.w irc'weAeve.vn: d Y P I C A L F L A R E u �ock ������•�� ��„•• � I I I�� ��t . • • � I �- lv �urt s � . lhYISIhG NOT NfW/FFO _ . _ _ "-- r- ` , •� , III �I I I,. -_zs•aac- ..- - .x. ���,A.NC :.,+� ..<- <s'�RC -- � S O� !A R C - � _ _ ` � I �I -- - - - ncauin�M�Ni cn���NiiiN� c�wnosioN 15 + 00 TO 18 + 40 LEFT B GILLETT ROAD . \ 4 . ' rI � • , e � � , IUWES� roASIGUMBFNlNSPllIHW9UF(/U /WCU/ � � A � SPEC. SYlC HESISiANt � I II I T' . ( !)1 W[s)(nrvWLMYM]MKl56a[Y'/aIILW l SY [C. , ,f,.,,�, I . - - _"_.- � ,�., �,. - _';"• ^"eS ald�K l °� ;`","`"" °,"""�"`•,°" a°"`•" 1 w-�t•� �,�, ST 26 + 20 TO 28 + 57 RIGHT E GILLETT ROAD MSB�NI/ ' JOft %\ !�l �MENK<NWOpDOFFSlNKMS <SSCCI�I/LW, //WM/ AISN/OM/N{ �ISMO J0. . I � i•�-� � ' . . . . . ..A ' I BIICx.ImfYNCL CUSf / MB J 041 �IYYCI:M / - / t �ta+' � .7 IANOIRO I _ _ _ j 4�� d' e05�5 nrvJ OtOCl:S Srp(� B! /MSGLLfO 'N/H !ME 1' OIMf MSION )CFMMFG dFCPCMS R-c..i . �. - _/p[ ) SI. f . �/ . v ..K � s�SIq 0' ���1• W/N6fYATf t!' I pCNPEND/CUMA �OJNLNWOWIY. SFPo/C/VNICSNIiF � �-L_ (I ALOOJ 6N0 NCG'IAN6U[<N BEINMGP(ITE I � I(( J/NlEASNILL 6[ .VOUL/4 SW<A'F [UIWO NGL SAWH S/EEL � BGLG' ISIN I !6 IISN 1 ���fy � .�8i " � I - _ �"� ��"E" I "�"'° ""` 30 + 97 TO 33 + 75 RIGHT G GILLETT ROAD NOULOVER:G���� . �/ s � E BISF P[ItE . % �/ ! I I�PY. MYtS � I Yw/OfnvN6- -6�NST ISIN ISlO� _ / 'Fl.%P! !i�IUP Tl -aZi' � �Gn:vJ ' j� � J /JFSLGBfU 1 11lNF )/NfMFGOSIOF9(OG" /SlNSTIL!(O� IHYSfINN/NLLN(GWIIICN 9EN/ <CI�E (4'l IAfMIOMIP2 _�.=�;�u -„u9<a.�.�,a , �.� �„�A. F�:rs�� � , ,_ 4:,� ,- .� I , I �w.E„o� ..� ��« <�.� � .e � �.�.« AOI (XC([0 4�� /NIyOIN. LqIO( f6 �„ 33 + 75 T0 35 + SO RIGHT H GILLETT ROAD CQ�I�I�E�T�B2 TICO2MIN/AL _ - _ - - _ '- - � ��s-a� � noi ' . . i ron t e�ucx _ __ esrw e �� _ ' _ ' usir � aavi I �Jy 5 4�/;.�J' .. r . - 9GOCK5 SMAL[ B( GI! FNJN IIMB(A � IM! SAM! CM55 SftlMM'. SITYKf N'O rvfq5. B'JCtS ( �O ;� 1 I W-IFAY / 1 �-1 d �IVnMIV'[O I I �ry! l.N.F M�� l6. q G//�Llf AS IM! PoSIS �MO S�MLI NfGC�Vf )M( 511R /AY<IYLNI � S1NOS FOH tf14 J JW � �� SJ1/IO[ILV [MO P 5�'dNOfO SAn4/ M YL 6LNENIL USC AISNlO Y t]P� � � � GUARD RAIL FOR ROADSIDE FILI. CONDITION ' � I � sranrro � �r .�^acmu�e _ I � nreensruueerhnseum .acpvnue[ uonvivniu .vrrw��,rn�rrq { !s � � cuss � 38 + 50T042 + OOLEFT J GILLETTROAD DF.PAHIMENT OF MIGHWAYS �rr .,jf%:� �•' STA7 E OF GOLORA00 � . .p I �'�� _ _ ' caweoov � _ ` ` I or.uronm �x r�� .emr c�azc .w[ssw[ �xur�c.vr a nwerx sHU. �[ �� xrsN srivevcrx END 1[Ml RI � ! . i � �� �* V o� r � p[i[w fA0 \,, � T I � � �CCMMM'F W4/� .IISNIO u/L C/C(II IN�1 ptOdt x[[O M! fl( MGS(O. /OST OOt /5 [ NNS �'IM I Jtf � O^ (TU R NARO U N D) � ( BO✓ NO[f5 INE )O bC ONI4f0 0lfME JN[U✓W! IS IFIlI@ J! N'A0.1 -ZS'/�C- nuah..ni..cxa.a +.�:---�-.-Z> '�/c DNISION OF HIGNWAY$ C r' F�f � - - '„ � ..- - n+:.-q .'1�• } ' I x�cwsracwcr.. 1_ / -i , - ��j-�p. ` �-�! ._" �6.�➢iiM' \� I �aiy� � r.�[ ax[scxwmtsnu� et [�rnfe /altxmsoremlb/nxtru[�VaTYia srmtGMUrs atrw � ��s _ru �eA- �'�- ��e.o.0 � � "-" -- � I �-� , GUARD RALL �- TYPE 31� � f; � C � ,C� � � '`4=� � U ,, , K,..«��., u�.,eA ,�,W,o � � � �,a ��,�.E�-�� ,.�ff,w..M„� - - -- - -- 47 + 00 TO 49 + 82 LEFT L GILLETT ROAD 1 �� � i I � • '1 r o,:s:C✓o TI -!.`o.Je�r�••� -. �p � � A . � t �S -� 4• /'. ` � `1. r's�a wx ::� � �M]eM'rr wn. n o•�Wav�il uw[ss o/nr.nrsr �rM��rta m rN[ r.r.We�tRUar AvuNn nre� �.trr � �x � ' usMro r z��. � C ° I '� • I • � V�Y � FAIWI � j I I ..'I,\ i� COYCNPL/1E /I4iNRV/W NKl(�tNn�rvl CIBLEIS�MS� �T��� 12�/�:n/ � � ' G1MCM[S!'RNI�M1TSIYLIKf/JYOM' lA( /NCCT. W/SMCFS L{ASYfO � � ,� . - ,K����� -o n uwc , o •. �i � �� NOTF.• TOP OF GlWRD RA/L SNA[L BE 2YA90VE v mns �xr eonx �x[ F�np, evi e�ws sr�u� Aeee rv[ : roers m' ro� ,.� o � o ,r.' ;�- -� 1 FOF . � '+. - .' .��:" � + °'n. n"°s WF04EPYJ9[CSfse�[ ,¢< .eaavMO- � TNEAO✓ACENTSURFALE wmswc �w '�O1"�'O��w ,usnroriro , , __ - r t = rrocsia,ae�ei , _ .... . . � ;,•� � �+^YA� 51 + 40 TO 53 + 57 RIGHT N GILLETf ROAD . � ° e r" I .�.s/i�v�nre . v �i"' % L(iCAL ROADS E STREETS -. - _ _ - _ __ - ner.r.ew.arnr d. __ - � 1 wrcw nco sarr nnorovounws cnsr, rosrsia.rre rnws:o-vwu er � ' � 1 _� � � �� � / -- ��/�(t�wnRF F��Z 3E IFL� :GqiS $M�LL BE G�LVPNIZEDI )�f.V(! .iM+F9 i � ' uf[Y !O NWY/O£ Po51 (Yp(d/EM O` 11" N/K O:IN(N AfIM6'S ASlN AJf I// _'.� ;�:�.� `�""� � � K � �,.��.AO �.�.�,� .�,o ,.«< ��_ �,�.., �E �� �A .� �n 56 + 17 TO 58 + 00 RIGHT P GILLETT ROAD r,wia. � ;•. i'nwsrx��� ;mr r� .', �i: l �.., .-.ir�:rn� ' � NORMAL CENTER - TO - CENTER 70ST SPAGING WIOGE � CCW/ML /NCQVfK) W/IMWqJb51S. n:eo _ - _ - - - _ _ - - _ _ I F��n� AF [rt+� �li • ��Gsmquus� � ..- � LO < � iION YOST SPPCIN4 -1 � .i <�,�a. ,,.rc� ..�< rn.c� nors. II ; p� PROViDE REFLEGTOR TA�'� ON W- �A�� RI'�Il. . *0 + 00 TO 3i- 35 LEFT- X ROSE LANE GUARD RAIL FOR FOADSIDE CUT TO FILL CONDITION u.vu+.urirri. en�oc[ awsiwununr �mro.rxi iz'- s' �>' � � g s�cF� . ro.Frs .. . ..wos wr� zm' _ - --- _- /t, s. / ` i G' ' "u� 3l � NOOC/ i J'�e' M _ _ _ I21tY .- �� i y'� ��-� _ t�� l ruMJndm�Wdl�»Mt[sf - 6 . J� \�. I I _ Miil -MLIiw/I _ C NNECTS 'f0 J WALL GUARDRAIL �, ,.,� w ...�.�,.� ..,.�.�. __ ,« ,.«. � ,�.� ,..� .,,� (GILLETT ROAD STA. 42 + 00 LEFn SECTION � � �- � ax.��x «nrrzcv . �. - C T , l Zy I /[uflOdf+ rY<Ki 6'. J� ,"M` +'EYtSrorcp{xI � I RYIm' Y�nt�54t/AtMFO +tXt � : � >RVwvO��fr fl rT � - I I i301T DET/91L E T118LE - ��-�� I � { � r , .,,, ,� 1 ��� �� �� I � /IfIY KCS Y'6 � e S MrvG K IN KC[iI<![F �U<FNAJ[ seeu.v� •�..0 •r L � �i� r �n m. � " - i � � I n . '• r r . � .: - . � :<:, xe....,�� {�� � I - „_ - v,. ' " _ - ' n;, . _ . , ,.. .,.�o ry,`} � NOTE: LOCAI'ION IS NOTED BY CENTERLINE STATIONING , ; � Y � ` � T • � ' '�` I i � i ;j � � ' " �- _! " ;;ry;a; �- r� • -� ACTUAL GUARDRAIL LENGTHS WILL VARY + � ; I _ I � I �4if � `�.4 'll I' t",: II � ' " � , �� FLaRE OFfSETS ,�. : . ( > � i� I� � : i � I �'�-' U�1 .. � . � � , . n � �uow . nuu arszcr � I % ' uL �i / � ' lYII p .YG00.'V! � l.�LMI( d!IYtA'I Y'l5'RD Y(I M4/ l � Y �� � � -j o- r ' 41RBHFAD TAPEf2 FROM � ['�*,_� '� - - - 1 i � I 7 2 ' WIDE 70 3' WIDE AT `�.., ` ' � �. r{s�¢ - v _ I ww i[ryrw i�[co �r• vrEn .•[ o �a� �.'•s. �cus 'i/%fa� - 2 I � s' �' ' EIJD OF C-UR6 '?p `�� i � f �'. ��_� «[�� C uwcrw G I � vasnas �%(+ .i rr � 1 � � � L � I V � ~- � � � ; t wi � � r irr� snw �sr i • . . �' �i .G �� ... . 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I '. . �� vARiES „ - - -ii - . . . . �. : : • • ::�. �: 3 ASPNA�T MJF � �,� • � 5 �AN '' �/ 6�� 6A5E COU�SE� ASPHALT � DEPTH � � U OUTFALL CURB ( 18 ") INFLOW CURB ( 18 ") e � / " R \��° ( TURNAROUNDI ^b E'*' '�': ti^""'�' °r� =�'":' IZ� PE .P. EXTEND Co" �ASE � . j1 �` . Cu � E � ur1E:z �_o cou2sE W A�AS oF RAISED ISLAND tSTA . 40 + 00 T -RpNS �TioN - � TYPICAL ROA►D SECTION NO G �, G OR GUARDRAiL STA = 38*50 TO 39+75 �O° � ''"R� END VIEW � EDGE OF PAVEMENT ELEV.4TIONS APPEAQ � YP BOTH SIDES � Rei � .IFJ�D - (JPpFCUTTCR ON ROADWAY PRDPILES ' OIDNb f�' � Y �, 3'- iYz ' = '°` 5 s '" - -- , � _ - .. _ NTg . p E�UaI 9PPCES - . � . . . . . . . 1 _ _!- r- . . . _ . . 5 -ON r -_Cw' L'. '..E J ' . ; do � > o - F'� of Rnn . �� o' ELEVATION z_o Z,_ o 2'- s' r- �' s �� S �`TM p��NG CURB END DETAIL � 3 , °o o p W o � RAIL TO��� N T 5 `.c � j�S't�� �� �- �. . � �a�. '. ' : '.,'!};' : ' ou D( . . . . ' . . '.. ' I . 10 %�'�E 16' R�Di� 6 ' � ' - � 4' VALLEY PAN Te ' � � '\1 'C'1 z ,L.�. • I I• //7�,Y . � ' � � � i� � %R � 3 :2' '.a U1G' 1Ah 17 1i62 ' Itq7 ' C 2< u � .� � - . , - ' - • � v2' a `�ol '[ � 1' . • � � i 1 � � i ROADWAV ' 70 " ' �\ �/� � TVFICAL FLARE - 25� ARC TYPICAL SECTION + : TURNAROUND GUARDRAIL DETAIL CURB & GUTTER @ FILL AREAS TYPc" 3 W BEAM GUARDRAIL o 0 SCnLE 1' = 2 � - 0 ' - - - GUARD RAIL DETAILS ,�� �„„� + � oF FOUNOATIOFI � - Fder rt�re :oiwr PROPERT^YF a N E - A7 ��p,�r . � on ne.uEVeoK.wc WEI,DE � 3 r. / UiJI_ESS OTNERW 1SE o 0 3 x 'S � 'S " /8 ' TAg .oii�r - � f� SHOW 1J . APP�. IES TO ' -- NOR12 . ARS D TO FRAME W� � �o ' _� _ Ll6HTS ONLY . �O" x 10" K S�g� BASE PI.ATE 's�� �� O �IZ " °/G NOLE FOR 5/$ ° � ExPANSION AS PeR Ma.NUFn.GTURER'S SOLT IN70 SLOPE PAVING TYPICAL PLAN s� cs. A7 " �" : TYPICAL CURB AND GUTTER DETAIL �:o'rr:s NTS -VERTIGAl. OARS 3�� " 'S� " 3 " x3�8 � TA8 � . M,�,w�w ' TOP OF CONGRETE +�4 �� XZ ;� • p� �y�� y� WEI. DED � FRAME �, ri "w�.v , s" ssFV+<t � rouarce /NiN 1 � ESISTI \G PAFE:dEST SH.4LL Si SAM' I2� � O� FDUNOATIO!-I SF4ALl, g ��4' • � �ENT IS� TdWARD F. F. �j ( £risnwc � / SE�C Eoc[sO�q CUT TO UBTAI \ A 57P,AIGHT .aVD tiEAT EDGE � 7 � ABpVE FLOWI.WE � F� F. F. I I � � FOR PAVIRG . SAb C07 SNALL BE HADE PRIOR A � OF L�D�AGENT CUR6 GROUT � . . . . � OUTSiDE FRF+ME TO PA6' I \G AFTER 8AC6FILL TO soTTOU ot' 'OR Pq�.1 , n BNL yEif P.1�'E}lEVT . : ... . , �. • � \�!T\`:��':. ..y,\� . . ' . '. ?�.V`. 2 . PAIOR TO I \STALLATIOS OF PA7CH . ALL . �� e . .t . • :. � . , �'� . ' S/ �� AIdLNOR BOLTS � X 3 " x �' �6 � � �� EDGES OF LSISTIFG ASYN.41.T SHALL NAY'E 6 �I . � • , � 1$a Lo �.1C� (4 REC3` D� �/Z ZGA�.E o � � � ��� II �� . PLAGE THREA� pLUS 15 - , � . o�H�+c ra rt srwuG�� TACK COAT APPLIED . � - . . � I � � •, BOVfl TOP G 2 � TOP til 6 � MM! n+���Hess � �NO SOU/.tE, aN�[LEL COI�TeO�, COl.�"«� S . �� � � � ' ' I �� yz A oF C - '1 �� [ooH tussfn --'� 3 . IV ADUITIO,`: , .4FTER ALI. ASPHALT HAS eEea �I ; � ' � � � �. .� ��I � ' q CFURNiSNED BY ToWN� i e i � . � ro s�oe or 1r�ENCN � 1� . • • I. I• . . 1 I � I � (y° p,T +,e,�„ p,T ���„ PLACED , ALL SEA:IS BE7KEE\ NEK A5D ERISTIKG .�OL �T � OINI � �I� IGGRE6IlE lASE ' Cor��n[o e�uni � ppVEDfE�T SHALL BE SEALED WITH AN ASPHALT REMOVE SDIJOTU6E � ` � I . � II • ' • � ' cou�sE TacK coAT . l2' BEI.OW TOP OF -~ /N7ERY/q4�FLAYEF ' Go�.1GRETE , C�ASSS� I � � .- .1 '� � � 4 DoWELS 2' - S' l.OUC� 1 : �: pi . � [oxovi� ^� P��e. : , • , r. • 4 . TOP OF NEW ASPiIALT PAVE�IENT SHALL MATCN TNE F1ti-1 \SH TOP � S�DES � � �I, :, � � ' � 4 REG2' D) A � � � TOP OF THC E\ ISTIRG PACF.LiE*iT . ASPNALT PAVEYENT ,wnut t�ree �/ � � � . � _ °���" � � "` �O ' � � � "' YINIEIGJ THICKNESS SHALL BE 6" � AND RJ.C.ED iN 2 LIFfS . � � �� . / � � e.cRriuta rte �ra.wrrt+ • s 2� GI.EAR � � '•� � � , ' .�. � 'o ' 'Z" DIP„ EI.EGT0.1CAl. s' ro iz" ovee � � � \ urairr 5 . PAVEHENT SLCTION SHALL )fATCH EXISTING OR e^ TYP. � � \ GOti10U1T RACEWA� ' � /�i- � r . . • � ' Fow neorc�res e' O� oe�rcw ASPf{pLTIC COVCRETE NNICHEVER IS GREATER . p . . MR/ES 7NF T.rNCN SNALL COMiMY �' b, `� / • . , . . • � OR MORE A9 PER PLA1.l . � �.� mM m�n� sr��auns. T� NSI"CIOt� A .� R� �21.� � 0 � APPLIE.'� TO LIGHTS ONLY. � ' �I �L N _ ;; I : . � � J , . . . '. ;� F . � 1 ta" D�a,. SontoTU �E REPLACING -ASPHALTIC CONCRETE PAVEMENT ON AGGREGATE BASE PERSPECTIVE VIEW � :�: _� : 3� - 0^ LoNC� FIEI.D VE{ZIFYALL • DIMENSIONS pR10R TO F�RICATION ; Z�_ ��� 2� _0� INS7ALl.ATION N d aI �Q. - - 31'B0 � 12O.G . , � � FL . . . � -p,. ' a 3 TiES l3 REC�' D� �� \ � ,`f1 � ��'�' e e � --- - -'�4x2i`t� VER7. @ !O' QG. � - • �O =�D�' . ; . �� 2�� s , /�. . , . . %•` ° � s . . . � ��i � }} T , . 'r . . - a .o . ' ' ' �'D . • . �0 ' . '.p �' 7 11 �. . ,� �� � , ` ' .- � D � � � . .'• d , t 7 � � 6 / � O . .�'' . '. . . . ., p '. � . �.� '4 - _� / \ . � •� � . ' o . . : . . I�0'[E , i : > � � • . � : ,� . . APP� O1CIt./IATE D�' IVEU//��I LOCATIOI�I�i � �: . B g � A�E SNou/ �l oN sN"[. 2 . FItJA� to" I �- 4'� oj • SECTION A- A oR � �ewAV �oCpT1o �16 Wi� � �E � GI�Lp �oCATE�. Z �.. .� �� NEW DRIVEWAY APPROACH DETAILS FOUNDATION DETAILS - LI �GHT POST TRASH RAGK �TSIOE FRAME N �t .S . I ° = i ' - o " � „ _ � � . � �� �IMEIJSION �DF , � �t� 500Cottman, Suite103 SHEETS SHEET DRAWN DESIGNED CHECKED �r+C Engineering Consultants 30396j8�95gqorado80501 SPRADDLE CREEK SUBDINISION I - 2 $ - ql 107 - Ol � 2900 South Col �ege Avenue 1155 Kelly Johnson Blvd., Suite 100 953 So. Frontage Rd. West, Sulte 201 ` , ROADWAY DETAILS q Fort Collins, Colorado 80525 Colorado Springs. Colorado 80920 Vail , Colorado 8165) rA' �� COLORADO 44 ZJ R NO BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT N0 . 3031226-4955 7i91598a707 303/476-6340 � ���� , ,h� �� F L O W � , ��, - , � / . � �;�,�1111R,�\m��',� ' � `� , � � , � \� FLOW BERM � � ' ,l'����� �, � � „� � ,�; . - � ENTRENCHED �� /�-. , _ - � � � ` � ,�.^c---�.�' '� � �- ' •_ BAL�ES w / STAKES _ - � � . , t .��.�1. ,� - �', ; J / �� �� \ - -�✓ � / � ' - _ __ - - � ,,, : � f / ROADBED Z�� x z ^ x 4 ' oR NO. REI F. 7�AR5 � � ` � .,•� '� . , � � • - � �..r� R U N O F F , � - � �`, _ �,,, , a N � . ' � � .� ���,� � � � � . ,- — RIPRAP , �� � ; � � . %-� � �� �--- ---� _ , ` �u� " �,,, ` .--v�.� s � - .,_ _, \ �• , (�j , "�ti , '-'ccZ ., ;,�... .- ,� _ � "v / . / / ' r,,. � _ ' `� �. , � , ; r � Y� 4 �., .� .,. � , , . �T�`��� BERM � , �- . . _� �„/ FILL , �I � ,c,; 1 1 , C'fil '�' � - , � . !,/ � .� •- - � � SLOPE � - I - � ~ � FLOW ;����•ti �M�r � ��l�ll � � � i � _ . � e �''��� _ - M ^" S- ` g� � ,� � / > r '1��•�_ _�--- � � �_- � `�. � 4 . ��s � � I�� ��� `k�=�*f" � � � � , , ' � U" - �dlµ�,lu� � , , , � � �. •a�"` '� . ' 6� � � � �� � :=-�_ S ECTI O N � F I I � - - � �. : �v � �� ,, � � �� ` � . , /- . ' 'V�1,, �y �� ' `-� � / . " . , % _ . �`,;' �\C� vlt�TH = 4' RIUNOFOPE , y!/-� ` �� ���-;,� � ' F { ��} : . � SII� I 1 '�� ,t . 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I ill i� � � � I i n < <l� i .i • ' � STAKEc � , , i � , _ I r � I '. - -- _ ` J'; � "y Ii � li � i ' ll I ' I ' " � l � ��, , -'� b° 1.. x2 .� f4� oR '/ � i � ,� i � �� t � - � �'=� ►II ., � `\ ' � , � I �� i� � j �� �� , I � I � ��� , ' `9� • - � , � . - _ _ � No. a ze�Ne ewes , / / • �, . _. � � - � n � o — �w� -- ` , � , � I i �� I � \ v �:� �.f � � �i / �` `� .� �i � � � , ��. . \ \ ' ill , � .,,.... �, �Ilr I � I� � � l i, � r i �� �� �.\ AI�IY . � \ . . � 2 . l I - � ;j � �' ' ��,' , � � � � EROSION BALE SEDIMENT ' ,-� c `y / , '� � ~ , � � � : `"� % � ' ' � � � TRAP AT CULVERT OUTLET � C; } � 1� � - - - - - \ , '-' ' FLOW c \ � \ • \ �F� �riaruaa � RIPRAP �� , � ' � � , �� � ' �,, � TE � Ra �v �yo 6'. , i2" tNK STREAM � A2EA = 4 ' �Y 4' EROSION BALE CHECK DAM ( F02 �ASE bF RUN�OWN ) EROSION BALE SEDIMENT USED IN ROADSIDE DITCHES SOIL RETENTION BLANKET RUNDOWN SEDIMENT COLLECTION BARRIER BEI.OW FILL SLOPESA TRAP AT CULVERT INLET Af ' i 1• . i � �" '�� 1 � — B o ° e � i '° :�`"�, - 1 - -- �-; � ' ,:p �; i - � -_rl� �. / o o -�1 Ir �r- �FLOW I ;�{� � . , _ � � � _ ii � .._..- a� _ � Yi - ��� . r� � � r ._.�:�; :�._� i �e �., �_. ... - -•,-- '�::�. . . �/in - �- , . I.' . It�"CEKC�P�O� � � - - �» � ' � � �- - - -_ i '_ _ _ - � i t i � SWAI.E TOPSOIL AND SEEDBED �� � � � � , O O " - - - � � ` ° ..• •.' a i , ` ' i i ( PROJECT SPECIFICATIONS ) r - , - , � � ' ; � , �„,;, ,, - ' '- , PROVi �� SGREEN '. � � ✓ � \1 NO. 12 Groh mC Frome oy i '._� � p , ,,, "`" b' -, 1 I GOVEFZ ' �� ` ✓ Maclmr v o prove0 eauo'. u• � � - � � �. I / \ — ° � � � .. .. �,. � � : � i 6� 'fNK . xLSUJIOB �� ; ir � _ � � �..... . ...� i � � 6 ' i - 3�� � Cor1C . CO��AR � \` - � r '� A i _ � � n ,.�., ,.._. � i. AQOLIFJD RE. P. � � \ � ' _ � � B � � I � � - 21 \ \ ' \ • , � 1 _ _ _ _ _ _ J u. .rc.n.. � � \� \ � � PLAN VIEW - - ....". � ' M�N � TA hl \ � PLAN •• -, y' _.. ' E lhlt G `,y :, .ow ..n .. - �a Vz"- I � . \ � . ,... ..... �.. . , `�:r':�,•- • „ i � �.fAU, � � � �-�',... ,.. •• , � i ^�' P. � .P. 1 . 5" \ .• .. , �... . � . �: i i � 0 PIPELIN o 281/a` 15 1H" s••� I < n � SOIL RETENTION BLANKET OR ROCKS � �, �` "f"6j° � , �'�`— z"'°� - � WLETS oF MULTIPLE o i i ; ; UJR� NEAD _ ..�.. �... ... . �» .� �... � . . i' aar. � F--.. � ..n.,••. �... ... � i AI.TGfZt.IATIVE i 1 12 Mm. r . . 2' O[ LF. ��- - lon.n e a� n.xU � 2 - S�B�a3� Boll� � � � �`=;�, I � e . ,- :� �� �- . . � �,... � �ocAT�o�lS � INTERCEPTOR SWALE ABOVE CUT SLOPES � ���<, Gmtes i �.}- ,, , - . � ,.,., � ,. _, � ' o m< a112�pn. o Bar Y� Or t i, �. -p [ lo.�.0 e_s..�f.v.t � I - ; . � T.o,�e�� : . I : �� � .. .. �:- _-� I � . � , " � � I INTERCEPTOR SWALE MTERCEPTOR SWALES ARE TO BE IOCATED AT THE ' � �� ? � -� � :. .->` `'•'� I � c Ca ' i, ' . liq.<a�i - ' _ _ - � - "�' )� n i I TOP OF CUT AREAS, i NOT NECESSARILV pRECTLY A�«�^a ' �z•wo= � '� . �' T r °' � ; - - -_-_=-- .a ' "' � - `•°' � RUNDOWN BEHIND WALL BEHIND CUT WALLS. � � i rw. �,M o� >' so�v N �o I 1 D` _ q . _ ., « . . ��- .. .�... .n: � -- I c I � / INe� mE ; ` .' •_ 1 1 : d I� n v. � i . � .q �n�. I _ 5 _� � " Cm0u0 . . 1._ I . r� . i i � ��. : e: ' �, j� �\\ iaa i. .� � .� �nd-e . �TIII/Il.S �-_ I _ - - - � �I � \ �L / � � \I I : D! ,• � �.. n.. an - � -- -- - , � �..IF a" . ' ����� i \ \ � I � : �' \ / i ° --_ � EMBANKMENT SLOPE F � - 1 ,' � � �� � � A � � i . PLAN d' TOPSqLED k SEEDED _ I� � . i V2" , • � — PER SPEC'S. , �I�. � ;.._r_•. I r � - , � _ , ,y til I . :`� : �o ��. �� . N ..� � >o �. _� � ; -�i.. . IV2 , p '�� YG � SECTION A A � 31� 0. I . . , ./ ' � • 1 � , � Y'��rrr - _ — ' " " _ —__ _ . i � , / : . I � ' • fi� . � j � �..�r� ..ww �1 tl OF STD. hflN MIN N `�w t�. � T1P al . � / a� � ' . s. % � � �4�_ _ INl. ETS []EPTH UTA SIOPE — .0 12� P.E.P. � � � _ L ' i ,'.. 6' i�rpiwi wdY : � � � • - . . . _ . . � � . :� II r • ° , '. '- � f �,?� �':. �' � ."-O. . �.AIN�� , in a �;i [�. E .P. I N � 8' µ � 6• FAERGV - I• � � - - - - -r- -F-- �- 1J� • � : --• . . , /. � .' r; � ;�: ::� .. ;• _n, iz Ul� I � ( �. , ex � ona Fbor . " p59PATOR� � � � /. i /. f .e' ..� .' . � ." b . . . .. . � � � . . > . � ---- - �4 �°" � . < a ,�� u., � ,� � `�,....,..... - - '- I -- •° CURBHEAD DETAIL -•�. • ! b Trq4 - H� � ���IM l. ` - - a... - ��• o..�.� .�.. � s ve" N. 5 . � � � RIPRM �lp' ,� SECTION A-A SECTION B-B (� " "" " """ ;' L _ � aorFS � 1'-6" 10' 1'-6" 12" � TYp�� g4pqH 4v SECTION THRU IENGTH SEGTION THRU WIOTH 1 �� ��`�� -- - � , __ - AREA INLET T I , mo^,,mq so«�;,,�o„n�. < 5, M A- 4A. ..,,� , G . �. , '. -?--- . fi�- -YI um /e�xile sLenyln o/ 25 Asi /f/o � + 1' / 4' -10� ,� Y - µ � .y NOTES� z An� �osi,�r� ione dipaed mosMoU Da>. o�„-�� SEC710N 8 -El 1. no�rm�,.., e,�.e o�r���q n.eo � i5o � Q /. !o. pormtn/ q,rposet. /n/r/ riiucloiei rAO// oho inc/ude 7�-D turC B puI/�i lionsd.on secLOn o/ encA SECTION A-A ��d n� in/eJ p/us s.dew/1 recnons rAeir iepuired DrA.nd /n/el s/iutlurs ond 7ionsdion src/imt. ' 24�� RING AND COVER - 400 LB. SCALE: 1 / 4 = 1 �� 0 � 7. ��aoi s/ope mor Ar pouieC mono/i/Dit +i/A bati � j. Oo�/si pi0e{sl /o De re/ /hrA .i/0 .nvee /ore o/ iNe/ ro/L OENVER IiEAVY 8Y MI\CLEAR 6� - 6 �� I Un/ess o/I.ri.�sr spet./ied on /Ar dror�nqs oi alAa.ise o00�o.eQ o// No /3 /n/els rAa// De rontburleC OR APPROVED EOUAI. .dn on oe�osloae c/ c�.e boi. 3 S�d /NSI depmt anC pps siti aie nded in l0e loI/ari�ry laeq, Orrin�ims lio+n 7hese minimum repuirmwnlr 110' VARIES 10' sn:H .Ga suDSwM:vl�O �+/�A o . �-oo����. �r�,o��;� ���r���. COMBINATION INLET TYPE 13 FINiSHE� GRA6E �-- � a � � }� W .�. ,� , � ., ��% EIABANN4ENT r. ' _' __ " ____ _ _ a_ __ _ __ ' l I� .TS , r q � ;�� '—s • / � � — g �, 1 W I /� �/ N � ��` ',y � BRICK 9/OR CONCRETE > � . �� � GROUTED INSIDE AND OUT EXTEND RIPRAP ONTO � • / / � ` EDGE OF F�OTING - � Na ADJUSTMENT SNIM FOOTNG AFtOUND PERIMElER H O 6' � , � � � , ` . , . . • . . , O � � OF VANG / HEADWALLS � �� - � ' � ,p. � •' � • ' ' N ; . , 1Z O , � � I �^ • • �- a . . !. '�•� . �•� FLAT SLAB TOP SECTION \ � u .. ; �, NOTE: PROVIDE 3/4" CHAMFER • , .�•o IN uEU OF CONiCA� TOP , , � � ON ALL EXPOSED CONCRETE '� •'� �—ANNO� ( , ��, � , , � � o� ASTM C - 478 , Q � � . , z• oF Tvice n eEOOU+c ; , �� B EDGES. `M . •. e � � N 1 a AS NEED DO.C. � ' a: � � SECTION B-B � ' - - - - - ' • � � � � ; ;r �`, \ RIPRAP d — 12" � e" , �. , • SCALE: 1 / C ' = 1 '- 0 ' � % - % �� � DEPTH • 14- 6' 'o• : ' , , � � � Q i � ` �� ASTM C -479 C ; p / �� �� /�+ 48 , � : MANHOLE SECTION , ., 4 , E7(IEND RIPRAP � � , . • � . a+ro FoonNC , v i 2 Co �� COVER ��j ` - ' , ` ` ' � � 6':�A�4��,`" 6URIED D, t0' vARiES t0' 12' �2 � J ` �IPKAP �� �" J �— N ' , � GROUT BASE TO CONE I �O ' � ,� � � �Z• _I a • ' � '� 'A � � � INSIDE AND OUT 72 •• Q yp I � _ SIOPE - � �_ . °" — ' . � / Fi � � RIPRAP d �12' 8�- O" N - ' p ' � / " ' ' • ' ' d �_ / . _ - � ' . + , a _ , " - � POURED CONCRETE � . TYPE 11 BEDDING � � ' � ' . • . . . . , - ' BASE REINFORCEMENT D • • , p � NOT SHOWN ' . , " _ _ 4 ' Q . , p , . '. PLAN VIEW � � ' � SECTION C-C SCALE: 3 /8 ' = 1 '- 0 ' s � •. 8�� MIN i ' 3lOPE SCALE: 1 / 4 " = 1 '- 0 ' ' 'D' n •d•: I � � :e ' ; , �� , : a : ;. . : .� POLINEDINVERT ' • ' : D .� .+ . .G. � � '. .� b. Ty?E IL � , ° . " �• -� • •_ . . . . ENERGY DISSIPATOR • Fi�1E� Ma-r�RiA� • - �° . .� :•. .. a ;: : ;`>. : , , , . PfECAST M1INMOLE b � D . � ' i.� : � <: - : " � _ . BRSE T : r : ��. -_� "�•, � ' � !" NIN . - . �.., •:� ': . ' . ALTERNATE BASE ROADSIDE DITCH SHALLOW MANHOLE '/Z" = � '- o" WITH FLAT TOP - K_r s . KnP 500 Cotfman. Suite �03 S H EETS SHEET DRAWN DESIGNED CHECKED � Longmont. Colorado 8050� SPRADDLE CREEK SUBDIVISION �� Engineering Consultants 303/678- 9584 DRAINAGE AND EROSI�ON CONTROL DETAILS n �- 28- 91 18� � 0 � � 2900 South College Avenue � � 55 Kelly Johnson Blvd .. Suite 100 953 So. Frontage Rd. West . Suite 201 VAIL, COLORADOI 44 ` � Fort Collins, Colorado 80525 Colorado Springs, Colorado 80920 Vail , Colorado 81657 ° NO BY DATE REVISION DESCRIPTION APPROVED DATE PROJECT N0 . 303i226-4955 � �9�598-4t07 303/476-6340 : 8220 + + + + + + + + + + + + + 8220 8250 + + + + + + + + + + + + + 8250 8290 � + + + + + + + + + + + + 8290 8320 + + + + + + + + + + + + + 8320 8210 + + + + + + + + + + + + + 8210 8240 + �' -- -+- - --+- - +- - - -�- - � _ __± + + + + + 8240 8280 + -- �_ -+ ----� _ _ _+ + + + + + + + + 8280 8310 + + + + + + + + + + + + �+ 8310 .\ _ _`_-'`' ` _ _ _ _ ' -- -__ //'�. 8200 + �� -+ - - - + ---+— +-- � — � - - _ ± _ + + + + + 8200 8230 + + + + + + + + + + +� ' ,�+ + 8230 8270 + + + + + + + + �- - �- + + + 8270 8300 + + + + + + + + + + f�'�� + + 8300 _ _ � � ___ � ,, _ � �� / ` _ _ _ \\ `` /,,, 8190 + t + t + + + t + + + `� - +- - � 8190 8220 + + + + + + + + + + + + �+ 8220 8260 + + + + + + + + + + \+` �. + 8260 8290 +-- - +- - - -+- - - - � ---#- -�-+---�_�^-- �#� + + + + 8290 8180 + + + + + + + + + + + + + 8180 8210 + + + + + + + + + + + + + 8210 8250 + + + + + + + + + + + + \ + 8250 8280 + + + + + + + + + + + + + 8280 - 60 - SO -40 -30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 3 + 50 STATION 7 + 00 STATION 10 + 50 STATION 1 -� + 00 8210 + + + + + + + + + + + + + 8210 8240 + + + + + + + + + + + + + 824G 8290 + + + + + 4 + + + + + + + 8290 8300 + + t + + + + + + + + + + 8300 ` ' - - - � - - - - - - - - - - 8200 t + + + + + + + + + + + 8200 8230 + + + + + - - -+ - - +� + + + 8230 8280 +-- _ �_ _ + + + + + + + + + + + 8280 8290 + - , + + + + + + + + + + + + 8290 , , � - - � , � - - _ _ _ _ • � _ , , - - - - - - - - - - - - --- - - - - - - - - - - � - - - - _ � - - - - - - _ - - - `� --- ' _ 8190 t + + + + + + + + �- - - � - - �- - - + 8190 8220 � + + + + + + + + + + � �\ + 8220 8270 + + + + + + + '+-- - - � - + + + 8270 8280 + + + +� � + + + + + + + + + 8280 . � . � � � �. � ` � . 8180 + + + + + + + + + + + + + 81 BG 82 � G - � � + + + + + + + + + + 8210 8260 + + + + + + + + + + ��� + 8260 8270 + + + + + + '- -+- ----+ - - -+- - + - - - +- - -+ � ' + 8270 � `. 8170 + + + + + + + + + - + - _ 817n g,200 _ _ _ w + + + + + + + + + 8200 8250 + + + + + + + + + + + + � 8250 8260 + + + + + + + + + + + + + 8260 - 60 - 50 - 40 - 30 - 20 - 10 0 1C 2C 3C 4C 5C 6C - 6C - SC - 4C - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STA� ! G ^�: ?�� + � � S �ATI �:- N F + SC STATION 10 + 00 STATION 13 + 50 8210 + + + + + + - � - - - - - F � ' � FZs ' - - - - - - - - + + + + + 8240 8280 + + + + + + + + + + + + + 8280 8290 + � � + + + + + + + + + + °� # 8290 8200 � + + + + � - - - - - _ ? � � _ 823�' �- - - - - _ - _� _ - - � + + + + + + 8230 8270 * ' +- - - - - � - - - � - --+ - - � _ t + + + + + 8270 8280 + + + `� + + + + + + + + + + 8280 - _ _ - - _ . - - - - - � _ _ � , . 8190 + + + + + - - - � - - � - - � - - �_ _ _ - - - 8 ' yr gz2� _ _ _ � _ _ t + - + - - +� , + + + 8220 8260 + + + + + + + + \ + � ' �� + + 8260 8270 + + + + \��t + + + + + + + + 8270 _ _ ' � ' � � - - - _ � � �� , - - - - - � � � . � , 8180 + + + + + + + t - + - - - F � B!' 82 ' � - - - - + � � + t + + \+��� + 8210 8250 t + + + + t + + + + + + 1 `. �t 8250 8260 + + + + + + + �` -t - - _ t__ + + + 8260 � , _ _ � -- - _ 8170 � + + + + + + + w - - F w a •, ? � a � �� - - - - - - - � � + + + + 8200 8240 + + + + + + + + + + + + + 8240 8250 + + + + + + + + + + + + + 8250 6 � 50 - 40 - 30 - 20 - 10 0 tG 2C 3C a: _ � 6 _ - E " - E ' - a ^ - � � - 2G - t0 G 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50� 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 2 + 5 � S;ATION 6 + 00 STATION 9 + 50 STATION 13 + 00 8210 + ; � + + + + + + � T - - g � i � a � 3C - - - - - - . + + � + + + 8230 8270 + + + + + + + + + + + + + 8270 8290 + - � , + + + + + + + + + + + + 8290 - - - - - � � 8200 t �' T _ + + t �* t + � w _ _ 820C 8� 2 � _ _ = � _ _ _ , _ _ _ _ - � - - � - * � . � + 8220 826n » + + + - � - - + - - -�_ _ t + + + + $260 8280 + + + � ` d� + + + + + + + + + 8280 - ' - - - � ' � , `. 81 g0 + - - - + - - - - - - - F • y � 62 • : _ - - - - - - � + + � � . + + 8210 8250 + + + + + + + `\\ + '�.+ + 8250 8270 + + + + + � � �- + + + + + + + 8270 _ . - - � - _ _ ` . . �, 8180 + - + � + rt - - - - - - - - a • B : ? [ ��: - - - - - - - t + + + + � � f 8200 8240 + + + + + + + + + + + + \ � 8240 8260 + + + + + + + \ � f-- _ _ + + + + + 8260 817p + + + + + + + - - - - - - g • ? � F • y � _ _ _ _ _ _ � � + � + ; + g190 8230 � + + + + + + + + + + + + 8230 8250 + + + + + + + + + + + + 8250 - 60 - 50 - 40 - 30 - 20 - 10 0 1C 2C 3C 4� 5C 6 � - 6 � - 5� - 4: - 3= - 2C - 1C 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 5Q 60 - 60 - 50 - 40 - 30 -20 - 10 0 10 20 30 40 50 60 STATION 2 + GG STATIGN 5 + 50 STATION 9 + 00 STATION 12 + 50 8220 + i- + + + + + + t + t � » g� 2r � � 3� - - - - - + - � + + + + + 8230 8270 + + + + + + + + + + + + + 8270 8290 + - - - � - -� - - - +�� + + + + + + + + + 8290 � � � 8210 + + + + + + + + + + � + + 82iC g22"� � - - � - � � + t Y + + + + + 8220 8260 � - - � - - - + - � + + + + + + + + + 8260 8280 + + + + + � �\ + + + + -F + + + 8280 v ' � ' - - - --- - -- . - ' - - - - - - - - - - - - - . 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' - _ _ _ _ �\ _ - ' - - - - - — `� ' - - _ 8180 + + + + + + * + + + + + g 1 g0 9 ' g0 y - - - - � + � + + + + + 8190 8230 + + + + + + + + + + + + + 8230 8250 + + + + + + + + + + + + + 8250 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 5G 60 - 6G - 5G - 4C - 3G - 20 - 1G 0 t0 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 1 + 50 STATICti 5 + 00 STATION 8 + 50 STATION 12 + 00 � 8220 + + + + + + + + + + + + + 8220 8220 t + + + � + � + + + + + + 8220 8260 + + + + + + + + + + + + + 8260 8290 t _ + + + + + + + + + + + + 8290 8210 + � - ` , t + + + + + + + + + + gz1C 82ip - � - ' » - - � - - - - --r - - - �- - _ ,+ + + + + 8270 8250 + + '�- - - - - -+- - - -+ - - - +- - ,t , + + + + + 8250 8280 + + + + \ ` + � ` �� + + + + + + + 8280 � _ � � . ` � - - , � _ - _ , � 8200 + + + + ' � + + + + + + + + 8200 8200 + + + + + + + + + + ` � ' + + 8200 8240 + + + + + + + + � + ` ` ''I� + + 8240 8270 + + + + + __ _ + _ + + + + & 270 ` �� �-\ � , __ 8190 + + + + + _ + + + + + 8190 8190 + + + + + + + + + + + + + 8190 8230 + + + + + + + + + + + + \ \�� 8230 8260 + + + + + + + + + + + � ' � -k _ + 8260 8180 + + + + + + + + + + + + + 8180 81 BO + + + + + + + + + + + + + 8180 8220 + + + + + + + + + + + + + 8220 8250 + + + + + + + + + + + + + 8250 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 -30 - 20 - 10 0 10 20 30 40 50 60 STATION 1 + 00 STATION 4 + 50 STATION 8 + 00 STATION 1 1 + 50 8220 + + + + + + + + + + + + + 8220 8220 + + + + + + + + + + + + + 8220 8260 + + + + + + + + + + + + + 8260 8290 + + + + + + + + + + + + + 8290 8210 + + + + + + + + + + + + + 8210 8210 + ' �- - -_-} _ _ + + + + + + + 8210 8250 + - - -� _ + + + + + + + + + + + 8250 8280 + + +---#-� + + + + + + + + 8280 8200 + + + � - � , + + + + + + + + + 8200 8200 + + + + + + + + - - t - � � + + + 8200 8240 + + + + + + + - ' �- - -t + + 8240 8270 + + + + + + � � -� _ _ + + + + + 8270 ' ` ' ' � \`� —�� -' � - 8190 � + + + + - - - - _ + + + + + 8190 8190 + + + + + + + + + + + `+ \� � -+ 8190 8230 + + + + + + + + + + + + ��� + 8230 8260 + + + + + + + + + + + � - � � + 8260 - _ _ � . 8180 + + + + + + + + + + + + + 8180 8180 + + + + + + + + + + + + + 8180 8220 + + + + + + + + + + + + + 8220 8250 + + + + + + + + + + + + + 8250 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 SO 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 0 + 50 STATION 4 + 00 STATION 7 + 50 STATION 1 1 + 00 TCaE TGE SHEETS SHEET _ _ _ __ __ _ oRAWN DESIGNED cHE � KEO „� Engineering Consultants SPRADDLE CREEK SUBDIVISION CROSS SIECTIONS - � - ze - 9 � ig � - � � � z9�o s��, n �� � �ege A�e� �e „ ss Ke� � y � on�s��, B � �d s� � �E. , 00 ys3 s� F�o �,tage Ad Wes� s � �,e zo2 VAIL, COLORADCJ STA. 0 + 50 T�� STA. 14 + 00 44 25 ° APPROVED DATE PROJECT N0 . F�rt Coiiins. Cotorado 80525 Golorado Sprinys. Coioraao 80920 vaii . Coiorado 8 � 657 o NO BY DAiE REVISION DESCRIPTION 303r226�a955 719I598-4t07 3031476-63a0 � � � . . . � . . . _ _ . . . . . . —� � . . — — _ . � — _ �. . . . . _ � - . _a�_�s � � � � 8330 + + + + + + + + + + + + + 8330 8370 + �' —F---�---�+ + + -� + + + + + + 8370 8410 + +�� + + + + + + + + + + + 8410 8430 + �` —k _ + + + + + + + + + + + 8430 . � � _ 8320 + + + + + + + -I + + 8320 8360 + + + t \\\�+� + -F + t t t t + 8360 8400 + -F \+\�� + + + + + + + + + + 8400 8420 + + + ` \���� + + -� + + + + + 8420 , � � , ,\ \ , � , � _ _ _ � - - -+ - - + - - -� - - - � + � -- - � - - --� _ _ _ f_ _ _ � 8310 8350 + + + + + \ � + + + + -F 8350 8390 + t + + + \�� —k _ + + + + + + t 8390 8410 + + + + + \� , -� + + + t 8410 8310 ± -- - ` �` � � � ' — 8300 + + + + + + + + + + + + + 8300 8340 + + + + + + + + + �'f--� � + + + 8340 8380 + + + + + `\\� �, + + + + + 8380 8400 + + + + + + + -F + \ + � ' � �, + + 8400 8290 + + + + + + + + + + + + + 8290 8330 + + + + + + + + + + + + � ��+ 8330 8370 + + + + + + + + + + � `,�+ + + 8370 8390 + + + + + + + -F + + + t + 8390 — 60 — 50 — 40 — 30 — 20 — 10 0 10 20 30 40 50 60 — 60 — 50 — 40 — 30 — 20 — 10 0 10 20 30 40 50 60 — 60 — 50 — 40 — 30 — 20 — 10 0 10 20 30 40��� 50 60 — 60 — 50 — 40 —30 — 20 — 10 0 10 20 30 40 50 60 STATION 17 + 50 STATION 21 + 00 STATION 24 + 50 �'�� STATION 28 + 00 , _ . � _, 8320 + f + + + + + + + + + + + 8320 8370 + � ' �, + + + + + + + + + + + 8370 8400 + + \� � -� + + + + + + + + + + 8400 8430 �� t + + + + + i- + + + + + 8430 , , � , �\ � ' � , � � 8310 + + + + + + + + + + + + 8310 8360 + + + \ `��� + + + + + + + + + 8360 8390 + + + + \` + �� + + + + -� + �- + 8390 8420 + + � � - +- - , � + + + + + + + + + 8420 . . - - - - - - - - - - - - -- - , _ ` �, 8300 + - - #- - "- -� + + + + + + + + + - - + 8300 8350 + + + + +' � � ,+ � + + + + + 8350 8380 + + + + + + +��� + + + + + + 8380 8410 + + + + � ' �-k + + + + + + + 8410 � � � fi290 + + + + + + + + + + + + + 8290 8340 + + + + + + + '+ + � - o- + + + 8340 8370 + + + + + + + + \ + � - -k , + + + 8370 8400 + + + + + + + `` \+ � \ \ � + + + + 8400 ,, ` ` \ , '\ _ ' ` \ , � , 8280 + + t + + + + + + + + + + 8280 8330 + + + + + + + + - + + �' � - --} g330 8360 + + + + + + + + + + + �•F + 8360 8390 + + + + + + + � + + + � + - _ + 8390 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 \ 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 17 + 00 STATION 20 + 50 STATION 24 + 00 STATION 27 + 50 - � � � . _ , � , . 8310 + + + + + + + + + + + 8310 8360 + + + � � ,+ + + r + - t - � - 8360 8400 + � ' � � + + + + + + + + + + + 8400 8420 t �� � + + + + + � + + + + + 8420 , � , � , . � _ , \ \ 8300 + + + + + + _ _� - - - + - - � - + - - -;- - -+ 8300 8350 � + + � _ + + - - - - � - g350 8390 + + � + � � + + + + + + + + + 8390 8410 + + + � 'F� -� , + + + + + + + + 8410 _ _ _ _ - - - - - - - � ' - _ \ \ �—�— 8290 � - - + + + + + + + + � . + + 8290 8340 + ; - + � + : - � _ - _ - - � + 8340 8380 + t + + + + + + + + + + + 8380 8400 t + + + + + + � �_� + + + + 8400 � . , � l . � . 8280 + + + + + . + + � + - + + 8280 8330 - - + - - - - - - - � 8330 8370 + + + + + + + �� � + + + + + 8370 8390 + + + + + + + f + `�f��, + + + 8390 8270 + + + + � 1 + + - . . - + 827C' g32C - - • - - - - - - - - - - 8320 8360 � � ; + + + + + + ��- - -+ - - _ ± + 8360 8380 t + + + + t + f- + -F + + `�+ 8380 . - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 SO 60 - 60 - 50 - 40 - 30 - 20 - 10 C 1 � 2C 3C 4C SC 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50�� � .¢0 - 60 - 50 - 40 -30 - 20 - 10 0 10 20 30 40 50 60 STATION 16 + 50 STATICN 2C + CC STATION 23 + 50 STATION 27 + 00 _ _ - - - � ' \ ,. 8310 + + + + + + + + + + + + + g310 8360 + + � - - +� + + + -- - - - � - - 8360 8390 � + � � � , + + + + + + + + + + 8390 8420 + � � .-� + + + + + t + + + + + 8420 � � . �� � 8300 + + + + + + + + _ _ > _ - - � - - - + g300 8350 + t + + � �r- _ + - - - - - - - 8350 8380 -* t - t + ` , t + + + + + + + 8380 8410 + + + � + t + + + + + + + 8410 8290 + � t � } � - - � • - - 829C 8340 - � � - + + + ` - ' � - - - - g34r q � 7C - - - + - + \+ � �� + + + + + + 8370 8400 + + + + + \ -1= �� � + � + + + + + 8400 - - - - - ` . _ � � � , 8280 + + + i - � � � - - - - - 828C 8330 r + - - - - _ _ _ _ _ _ _ A � zr c � Er _ _ _ _ - + + + \ +� ` � , + + + 8360 8390 + + + -F + + + \±t- �--� + + + + 8390 ' � � � , \ � �- , 8270 + + � + + + + + + + � � � g270 8320 + + � � + � - - � - - - - 832C 9� 50 - - - � � + + + + + + \ f �, + 8350 8380 + + + + -}- + + } + + + `+� �� + 8380 - 60 - SC - 40 - 3 � - 20 - 10 0 1C 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 1G 2C 30 4C SC 6C - 6G - 50 - 4C - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 1 6 + 00 STATIGN ' 9 + 5 � STATION 23 + 00 � � , STATION 26 + 50 , . , , 8310 + + + • � + + + � + - � + g310 8360 + ' - , f + + + + � + - - - - - 836C 8390 - � - � + + + + + + + + + 8390 8410 + + \\ \���� + + + + + + + + + + 8410 � , . ' `� � � . � , . 8300 + + + � + � + � + _ � _ _ _ + 8300 8350 + + + \ +' � ,+ + t + � - - - - 835C 8380 - + t \ � � t + + + + + + + + + 8380 8400 + + + + \� -1� + + + + + + + -F 8400 8290 + + « _ _ f _ - - � - � + + + + � + + + 82g0 8340 + + + + + + + � � � - - � � - - g3a0 837r - - + + + ' �-k , + + + + + + + 8370 8390 + + + + + + + �f� -� + + + + 8390 g2g0 + i t � ; � � • - - � - - 828G 8330 + + + + � � � - - > - - � 833G 8360 � + � + + + + + � � .\ + + + + 8360 8380 + + + + + + + + + + � �. + + 8380 � `. � . � . . `. 8270 � + + . - . . � . . , - _ 82 7 � 8320 + � � + - - - - - - - = � + g320 8350 � + � + + + + + + \�- - -� + + 8350 8370 + + + + + + + + + + + + � `+ 8370 - 60 - 50 - 40 - 3C - 2C - � C C '� C 2C 3G aG 50 6U - 60 - 50 - 40 - 30 - 20 - 10 G 10 2C 30 a0 50 60 - 6C - SO - 40 - 30 - 20 - 10 0 10 20 30 40 \ 60 - 60 - 50 - 40 - 30 - 20 - 10 0 'i0 20 30 40 50 60 STATION ? 5 + 5G STATION 1 9 + OG STATION 22 + 50 � STATION 26 + 00 8310 + + + + + + � + + � � + • 8310 8350 + + + + + + + + r - � - - 8350 8_' RG - f �� + + + + + + + + + t + 8380 8410 + + � � � �-f- -F + + + + + + + + + 8410 � �. `� _ . 8300 + + + + + + + + +_ _ _ _f 8300 8340 + � ` - -f, + + + + + + + + + + 8340 8370 + + + `\ � + + + + + + + + + 8370 8400 + + + +`�� + + + + + + + + + 8400 _ _ - - - - - - _ � , , _ � , - - - � ' � ' � � _ � , - - - - - - - , , , _ - -- — - , _ � _ � , 8290 + - - � - -� - - — ` � - + + + + + + + + 82g0 8330 + + + + + + \ + + + + + 8330 8360 + + + + + � � - + + + + + 8360 8390 + + + + + `�t�„� + + + + 8390 8280 + + + + + + + + + + + + + 8280 8320 + + + + + + + + + + � � - + - - ,t + 8320 8350 + + + + + + + + + �� � + + + 8350 8380 + + + + + + + + + � ��� + + + 8380 ' - _ � `. � � . �� . ��� `� 8270 + + + + + + + + + + + + + 8270 8310 + + + + + + + + + + + + + 8310 8340 + + + + + + + + + + + + �'� 8340 8370 + + + + + + + i- + -f- + ��f -f- 8370 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 -40 - 30 - 20 - 10 0 10 20 30 40 SO 60 - 60 -50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 \�ZSO STATION 15 + 00 STATION 18 + 50 STATION 22 + 00 STATION 25 + 50 ��, 8310 + + + + + + + + ± + + + + 8310 8340 + + + + + + + + + + - + + 8340 8380 +� ., + + + + + + + + + + + + 8380 8410 + + �`� + + + + + + + + + + + 8410 � � � . \ � � `. 8300 + + + + + + + + + + }_ _ _ _ - #- - - -4 8300 8330 + + + + + + � + + + + + + 8330 8370 + + \� `�� + + + + + + + + + + 8370 8400 + + + \�� + + + + + + + + + 8400 _ _ _ - - . � , 8290 + - --� - - �-- -� - - + + + + + + + + + 8290 8320 + - - - +- - - -+ - - - + - - - - -+ - - +- - - -� - - - _ _± _ _ + + + 8320 8360 + + + + \ - - � � � + + + + + + + 8360 8390 + + + + + \�fi�, + + + + + + + 8390 _ , . ----- � . 8280 + + + + + + + + + + + + + 8280 8310 + + + + + + + + + + + + + 8310 8350 + + + + + + + \ +` -- � + + + + 8350 8380 + + + + + + + \ +' - - � � , + + + + 8380 �� �\ `� . �� . . 8270 + + + + + + + + + + + + + 8270 8300 + + + + + + + + + + + + + 8300 8340 + + + + + + + + + + `+��� _ + + 8340 8370 + + + + + + + + + + �`f + + 8370 ,_ \ \ - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 � 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 \ �SQ 60 STATION 1 4 + 50 STATION 1 8 + 00 STATION 21 + 50 STATION 25 + 00 � � SHEETS SHEET —__ _ __ _ _ o AwN oES ��o CHECKED „� Engineering Consultants SPRADDLE CREEK SUBDI�1/ ISION CROSS SE��TIONS __ _ � - 2s - 9 � � 0 � - 0 � � zsoo s� � � n c�iiHqe n�e��e „ ss KeiiY F�h qo� ai �a , s � � i� , 00 sss so F �o�,a9e Rd wes� s� � ie Zoz VAIL COLORADO STA. 14 50 TO STA. 28 00 '° APPROVED DATE PROJECT N0 . Fort Gon � ns Coio�ado 80525 Colorado S >nn s, Goioredo 80920 Vall . Colorado 81657 g 'f' '�- 44 2 � g NO 8Y DATE REVISION DESCRIPTION 303�226a955 7i9r59B-4107 3031476�6340 8460 + + +, + + + + + + + + + + 8460 8490 + ��-. + + + + + + + + + + + 8490 8520 + + + + + + + + + + + �-#' � + 8520 8540 + + + + + + + + + + + ,— + + 8540 , , ` � \ , , , � , �� _ �� � , 8450 + + + + + + ` �� + + + + + + + 8450 8480 + + + + \ + + + + + + + + + 8480 8510 + + + + + + + + ,,--I-- - ' + + + 8510 8530 + + + + + + + + ;—' �� � + + + + 8530 `� � . , ,— ' �� � � �` , — ,- 8440 + + + + + � . t + � + 8440 8470 + + + + + � , + + + + 8470 8500 + + + + +— � + + + + + 8500 8520 + + + + + + + + + 8520 . � � � � , � �� �� � , ��� 8430 + + + + + + + + + � � t + + + 8430 8460 + + t + + + -F + � � � t + + + 8460 8490 + + , �� + + + + + + -F + + + 8490 8510 + + + ��� � / + + + + + -1- + + + 8510 8420 + + + + + + + + + + + \`�� �� + 8420 8450 + + + + + + + + + \ + \ ` ��-� . � + + 8450 8480 + / / / + // + + + + + + + + + + + 8480 8500 + + '��/+ + + + + + + + + + + 8500 � � . — 60 — 50 — 40 —30 — 20 — 10 0 10 20 30 40 50 60 — 60 — 50 — 40 — 30 — 20 — 10 0 10 20 30 40 50 60 — 60 — 50 — 40 — 30 — 20 — 10 0 10 20 30 40 50 60 — 60 —50 — 40 —30 — 20 — 10 0 10 20 30 40 SO 60 STATION 31 + 50 � STATION 35 + 00 STATION 38 + 50 STATION 42 + �� 0 8460 + + - � + + + + + + t + + + + 8460 8480 + + + + .\ + + + + + + + + + 8480 8520 + + + + + + + + + ± , - - + — �'t + 8520 8540 + + + + + + + + + + + ,�— '� + 8540 � ' � �, `. , — ' � ,,—', � — 8450 + + + + + � . \ + + + + + + + + 8450 8470 + + + + + \��, + + + + + + + 8470 8510 + + + + + + f - ' � + + + + + + 8510 8530 + + + + + + + + , ��'� + // + + + 8530 � ' ,� � \ , , , 8440 + + + + + + � ` k + + + + + + 8440 8460 + + + + + + + � � �+ + + + + 8460 8500 + + + + � � + / + + + + + + + 8500 8520 + + + + + +��'�+ / / + + i- + + + 8520 . � . . . 8430 + + + + + + + + � �— , + + + + 8430 8450 + + + + + + + + + ` + + � + g450 849Q + + � .�' � + + + + + + + + + + 8490 8510 + + + �-+' + + + + + + + + + 8510 , , � � � � _ � � �� � �� . � 8420 + + + + + + + + + + + � , �t + 8420 8440 t + + + + + + + + � — - - � � 8440 848G t � ' — + + + + + + + + + + + 8480 8500 + �-� + + + + + + + + + + + 8500 , � — 60 — 50 — 40 — 30 — 20 — 10 0 10 20 30 40 50 \ � '60 — 60 — 50 — 40 — 30 — 20 — 10 0 10 20 3C 40 50 �6G — 60 — 50 — 40 — 30 — 20 — 10 0 10 20 30 40 50 60 — 66� — 50 — 40 —30 — 20 — 10 0 10 20 30 40 50 60 STATION 31 + 00 STATION 34 + 50 STATION 38 + 00 STATION 41 + 50 8460 + ' � � + + + + + + + + + + + + 8460 8490 + -+� + + + + + + + + + - - 8490 852Q + + + + + + + + + +, � - � - - � � + 8520 8540 + + + + + + + + + + + , --� � + 8540 . , - � � � � �\ , - �� , � 8450 + + + � ' + + + + + + + + + + 8450 8480 + + + � ` -+ - � + + + + + + + - - 848C 8510 t + + + + + + � � + + + + + 8510 8530 + + + + + + + + ±, - + + + + 8530 � � � . - , , 8440 + + + + � � ' � + + + + + + 8440 8470 + + + + + ` � � � + -+- � + - � - gq7r BSOC � � + + + + — ' + + + + + + + 8500 8520 + + + + + + , -� � � � + + + + + + 8520 � � � , _ �.oc: � � 8430 + + + + - + - �� _ _ + + + + 8430 846G + + + + + + + - * � - - 846C 849C - -- + � - � � . + + + + + + + + 8490 8510 + + + , ��I' l� / + + + + + + + + + 8510 � _ , , ' , - ' , � , . , � , . 8420 + + + + � � � _ _ . +� � , + + 8420 8450 + ± + + + + + - � - ` � - - 845C 848C - 9 -' - - + � + + + + + + + 8480 8500 + -' � + + + + + + + + + + + + 8500 - 60 - 50 - 40 - 30 - 20 - 10 _ � G 20 3G 40 50 � � -f20 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 4C SC 6C - 6G - SG - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 -50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 � ; qT � r �, ? � + �� r; STATION 34 + 00 STATION 37 + 50 � N 41 + SEE DETAII CaRADING PLAN SHEET 11 B450 1 -_+ + + � - - - - - � - + 8450 8480 + + + � ^ + + + + - - - - - - FaBC 852G -- - + + + + + + + + + _ , -� � / + 8520 8540 + + + + + + + + + + + + ,- ' + 8540 8440 + + - + - - - _ - - - + 8440 8470 + + + + + \ � , * + - - - - T - g47C 851 C - � - � * + + � - ' + + + + 8510 8530 + + + + + + + + + ' + + + 8530 8430 } + + + + + ' � � � � + + � + + 8430 8460 + + + + + + + - - - - - � ? 46C 850G - - - , - ' � � � lt + + + - + + 8500 8520 + + + + + + + � - '+ / + + + + + 8520 - _ , , ' _ , � � � � 8420 + + + + + + + - + - - � � + + 8420 8450 + + + + + + + - - � �z - { - ? 45C 849C - , -K ' � - - + - + + + - - 8490 8510 + + + �-�' � + + + + + + + + + 8510 _ _ , , � � _ � , , . , . , - , � . 8410 + + + + + � + � + � � + + 8410 8440 + + + + + + + � � - - = � � 844G 84BG - - - - - � - � + � - + + 8480 8500 + �-- ' � + + + + + + + + + + + 8500 - 60 - SO - 4C - 3C - 2 '' - � 0 0 10 20 30 4G 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 i0 20 3G 40 50 6G - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 3^ 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 1C 20 30 40 50 60 � TATION 30 + CC STATION 33 + 5 � STATION 37 + 00 STA710N 40 + 50 845G a + * - + + + + � � � + + 8450 8480 + �� � + + + + � + + + � — + g48G 8530 * t � + + + + + + + + + + E �30 8540 + + + + + + + + + + + + , + 8540 � , - � , \ , , — � ,, �—' � 8440 + + ` � -F + + + � + + + + + + 8440 8470 + + + �—+� + + + + + . + — � 847G 8520 + + + + + + + + + f— ' ' � + + 8520 8530 + + + + + + + + + � + + + 8530 � , — ' ' . , — - .�� � — � 8430 + + + + — _ + . — — — - - + 8430 8460 + + + + � + + + + + � — - 846C 85 ' � — — — � + + +_ _ — ' + + + + + + 8510 8520 + + + + + + + _ +�'� / + + + + + 8520 _ _ � , \ _ _ _ , _ _ 8420 + + + + + � � } �- -- . - � + + 8420 8450 � + + + + + + � � + + t + + 845C 85G0 � — ± — ' ' + + + + + + + + + + 8500 8510 + + + �- - � � + + + + + 8510 — _ ' — _ , — �� 8410 + + + + � + + . � + + + ' � -� g410 8440 + + + + + + t + + ` ^ `+ ' � � t + + 8440 8490 � � / � + � � + + + + + + + + + 8490 8500 + ,�'+// + + + + + + + + + + + 8500 — 60 — 50 — 40 — 3G — 20 — 10 0 10 20 30 40 SO 60 — 60 — 50 — 40 — 30 — 20 — 10 0 10 20 30 40 ` 38 , , 60 — 60 — 50 — 40 — 30 — 2 — 10 20 30 40 50 60 — 60 — 50 — 40 — 30 — 20 — 10 0 10 20 30 40 50 60 STATION 29 + 50 STATION 33 + 00 ` STATION 36 + 50 STATION 40 -- 00 - SEE DETAIL GRADING PL,AN SHEET 11 8440 + ` � �+-- , + + + + + + + + + + + 8440 8470 + +� � + + + + + + + + + + + 8470 8530 + + + + + + + + + + + + + 8530 8540 + + + + + + + + + + + + + 854Q � � � `\ �� � ` . . � � 8430 + + + + ' � - + + + + + + + 8430 8460 + + + `+ + + + + + + + + + 8460 8520 + + + + + + + + + + + + , - 4 8520 8530 + + + + + + + + + + ��I-' + + 8530 , , _ , ` / ' , ,, ' � � � . ,, 8420 + + + + + ' + + + + + 8420 8450 + + + + + �� + + + + + 8450 8510 + + + + + + + + + t - - ` + + 8510 8520 + + + + + + + �; - - '+ + + + + 8520 _ � - - - - � -' , . -- _ 8410 + + + + + * + + + + ` �f ' - - � _ + 8410 8440 + + + + + + + + � � � + + + + 8440 8500 + + + + _ +_ _ _ _-b - - - � �� � + + + + + 8500 8510 + + + ±- ' '+ ��'+ + + + + + + + 8510 8400 + + + + + + + + + + + + + 8400 8430 + + + + + + + + + + ` ` ��� - - t _ + 8430 8490 + � � + + + + + + + + + + + 8490 8500 + , � �F � �/ + + + + + � + + + + + 8500 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 ` \ �60 - 60 - 50 - 40 - 3 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 1J 20 30 40 50 60 STATION 29 + 00 STATION 32 + 50 STATION 39 -+- 50 STATION 36 + 00 8440 -t + + + + + + + + + + + + 8440 8470 + \`' �k + + + + + + + + + + + 8470 8500 + + + + + + + + + t + + + 8500 8530 + + + + + + + �- + + + + + 8530 ` ` \ '�� \\ �`. - -- - � 8430 + + + ` � '#-� + + + + + + + + + 8430 8460 + + + ���� + + + + + + + + + 8460 8490 + + --�'--t + + + + + + + + + 8490 8520 + + + + + + + �- + + # '��+ + 8520 8420 i + + + + + � � -. + + + + � + + 8420 8450 + + + + + + �� + + + + + + + 8450 8480 + + + + + + � ` -f- � � - � _ + + + + + 8480 8510 + + + + + �f - - - � + + + + 8510 ' � `� � , � 8410 + + + + + + + + + + + + 8410 8440 + + + + + + + + � � � + + + + 8440 8470 + + + + � + + + + + + + + 8470 8500 + + + _ , -I° �� + + + -- + + + + + 8500 - - . _ _ _ - _ , _ ' __ _ _ , _ � __ _ _ _ \ - - . 8400 + + + t + + + + + + + + � � 8400 8430 + + + + + + + + + 'I- + + + 8430 8460 + + + + + + + + + + + + + 8460 8490 + + + + + + -I- + + + + + + 8490 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 -30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 -30 - 20 - 10 0 10 20 30 40 50 60 STATION 28 + 50 STATION 32 + 00 STATION 35 + 50 STATION 39 + 00 _ _ _ _ — - _ _ 7C� 6 TGE SHEETS SHEET __ __ _ _ _ _ _ __ __ _ ___ _ _ _ _ oRAwN DESIGNEO CHECKED ,,,,� Engineering Consultants SPRADDLE CREEFC SUBDIWISION CROSS SEC:TIONS � - z � - 9 � � 8� - o � � zsoo so � � h c�� ieqe A�e��e „ 5s Ke� iv P n 9 0� ei �a.. s� � iF ,00 es� so F ��� iayr Ra wPS � . s� � �e 2oz VAIL, COLORADO STAe 28 50 TO STA. 42 00 44 27 „ APPROVED DATE PROJECT N0 . Fort Coilins. Coiorado 80525 Colorado S rin s. Coloratlo 80920 Vail , Colorado 61657 ♦ + o NO BY DATE REVISION DESCRIPTION 3o3i226a955 � i9i5984107 303i4766340 — � — 8570 + + + + + + + + + + + ��' � + 8570 8570 + + + + + + + + +��' � + + + 8570 8620 + +�� + + + + + + + + + + + 8620 8650 -P - , _ + + + + + + + + + + + + 8650 � �' �� �'- � ' � -� ��� ��'' ��� � -_ 8560 + + + + + + + + + -�� + + + 8560 8560 + + + + + + + +��' -� + + + + 8560 8610 + -f -�- +���± -F + + + + + + + 8610 8640 + + + `+ ' �� + + + + -� + + + 8640 , - � ' �� ����� \� �� � , 8550 + + + + + t- ' ' + ' + + + + + + 8550 8550 + + + + ,#���/ + + + + + + + 8550 8600 + + + + + ` `�' � + + + + + 8600 8630 + + + + + + \\ +��� + + + + + + 8630 � - �/ / �-� � ��/' \\��� �� 8540 + + + /+ + / + + + + + + + + 8540 8540 + + �-�� � + + + + + + + + + + 8540 8590 + + + + + + + -F � ,, + + + + 8590 8620 + + + + + + + + + '°h, + + -F 8620 i . ' � � ' � , i � � ' \\�'� \�'�� 8530 + + , , �'+ + + + + + + + + + + 8530 8530 -� + + + + + + + + + + + + 8530 8580 + + + + + + + + + + + ``��~�� + 8580 8610 + + + + + + + + + + + +�� �-+ 8610 - ' . - 60'� - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 -50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 -30 - 20 - 10 0 10 20 30 40 50 60 STATION 45 + 50 � STATION 4g + 00 STATION 52 + 50 STATION 5E + 00 8570 + + + + + + + + + + + + � � ' � 8570 8580 + + + + + + + + + + + + + 8580 8620 + \�`t + + + + + + + + + + + 8620 8650 + + + + + + + + + + + + + 8650 ,� �� �' ,� -, 8560 + + + + + + + + + + , �� � + + 8560 8570 + + + + + + + + + ±��'�t/// t + 8570 8610 + + \ �-\���#� + + + + + + + + + 8610 8640 + `` + ``+'��f + + + + + + + + + 8640 � 8550 + + + + + + + + " + + + + 8550 8560 + + + + + + , ,+' � + + + -F -� 8560 8600 + + + + + ` +���± + + + + + -F 8600 8630 + + + + + \ �+ � , + + + + + -} + 8630 8540 + + + + + - + + + + + g540 B550 + + + + + - �� + ' / + + + + + + + 8550 8590 + + + + + + + \ + �`� + + + + 8590 8620 + + + + + + + + �T ,_ + + + + 8620 8530 + + � � � + + + + + + + + + + g530 8540 + + , -1� � � / + + + + + + + + + + 8540 8580 + + + + + + + + + + + ' � � + + 8580 8610 + + + + + + + + + + +\��+ � _ + 8610 - 60�'=50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 6Q - '"50 / - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 -30 - 20 - 10 0 10 20 30 40 50 `` ��0 - 60 - 50 - 40 -30 - 20 - 10 0 10 20 30 40 50 60 STATION 45 + 00 STATION 48 + 50 STATION 52 + 00 STATION 5 �� + 50 8560 + + + + + + + + + + + + , - ' + 8560 8580 � + + + + + + + + + + , -� � � � + 8580 8620 +�� + � + + �- + + + + + + + + 8620 8640 + ' �-� , + + + + + + + + + + + 8640 ' � ��� \��� � `� 8550 + + + + + + + + t - - � - ' � + - + 855G 857C - - + � � + + + �- ' � + + + + 8570 8610 + + ` + �� � + + + + + + + + + + 8610 8630 + + -F + �� + + + t + + + + 8630 ' - � `� ' � - _ , - ' �` � � `` ' � _ 8540 + + + + + , -+� ' � + � - - - - - g54G 856C � - - T + , �-' � + + + + + + 8560 8600 + + + + + � t t + + + + + + 8600 8620 + + + + + ' �-,+ + + + + 8620 8530 + + + � - ' + / + + + + - + - - + g530 855G � - + , - '� + + + + + + + + + 8550 8590 + + + + + + + \\ ' � + + + + 8590 8610 + + + + + + + + + + + ` � � �- � � + 8610 8520 i� '� + + + + + + + + - - - � - g52r a = q � - - - - - + + + + + + + 8540 8580 + + + + + + + + + + � '+� + + 8580 8600 + + + + + + + + + + + + + 8600 - 60 - 50 - 40 - 30 - 20 - 10 0 10 2C 30 40 5C 6C - 60 - � e - aC - 30 - 20 - 10 C � 0 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 ` SCi , 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 44 + 5C STATION 48 + 00 STATION 51 + 50 � STATION 5 `.i + 00 SEE DETAIL GRADING PLAN SHEET 12 SEE DETAIL GRADING PLAN SHEET 12 8560 + + + + + + + + � - - � + 8560 858C � _ - - - - - � * + t� ' + + 8580 8610 + + f � , + + + + + + + + + 1 8610 8640 t + + + + + + + + + + + + 8640 8550 + + + + + + + + - , _ - "- � + 8550 8570 + - - - + � + + �+' � + + + + 8570 8600 + + + + + �� , + + + + + + + + 8600 8630 + + + `-F ' ± + + + + + + + + 8630 8540 + + + + + + �, - - ' + - - - - - g540 8560 - - - ~ , - + + + 8560 8590 + + + + + + + � �t + + + + + 8590 8620 + + + + + + + � ` f�� , ± + + + + 8620 , - � , - ' —��, 8530 + + + ,#� - ' � + ; � � - - � - - g530 855G � - - � ' " ' - + � - � + + + + 8550 8580 + + + + + + + + + ` + ���f + + g580 8610 + + + + + + + + + + ``-I-\'' �, + 8610 8520 � � + + + + + + � - - - - - 852C 854C � - � - - _ _ - -- + + + 1 + 8540 8570 + + + + + + + + + + + + ` ` �� 8570 8600 + + + + + + + + + + + + + 8600 - 60 - 50 - 40 - 30 - 20 - tp 0 10 2C 3!' ar SC 6G - 6 � - SC - 4C - 3C - 2C - iC 0 1G 20 30 40 SG 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 SO 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 S � AT � �� N 44 ,- �� � S �A � � :� '� : , + � � STATION 51 + 00 STATION 54 + 69 - ' . 8560 + + + + + + , � - - - - - ggEr a � g � ._ _ _ � � � . _ � - + � -� + 8580 8620 + ��� + + + + + + + + + + + + 8620 8630 * _ _ + + + + + + + + + + + + 8630 ' - �� - ' _ - 8550 + + + + + + + + + - _ �+- � " � + - 8550 857C - � � - + � + � + , + + + + 8570 8610 + + +\ �� �± + + + + + + + + + 8610 8620 + + + + � � - - ` + + + + + + + + 8620 8540 + + + + + + * - - ' { - - + � 854G 856C + - - - - - � � " - - - + + + 8560 8600 + + + + + \ � �� + + + + + + + 8600 8610 + + + + + + + +y1 �� �± + + + 8610 _ - ' " - ' ` � '�-, � " � ' � - �� � ' - 8530 + + + � -1� � � + � + + - 8530 8550 + - + �-- � " � + t + � r � + + + 8550 8590 + + + + + + +�� , + + + + + + 8590 8600 + + + + + + + + + + + + ` ` `� 8600 8520 + , -' + + + + + + � + - - - + 8520 8540 + , � ' '+ � + + + _ + + + + + + + 8540 8580 + + + + + + + + + ` + ' � , + + + 8580 8590 + + + + + + + + t + + + + 8590 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 � 'Sf), , 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 43 + 50 STATION 47 + 00 STATION 50 + 50 � � STATION 5 �4 + 00 8550 + + + + + + + + + + ' " � + + 8550 8580 + + + + + + + + + + + + � -+ 8580 8610 + +`�, + + + + + + + + + + + 8610 8630 + + + + + + + + + + + + + 8630 - - ' . ' ���� - __ , � . �- , - � . ' _ , � � , 8540 + + + + + + + , -� " � + + + + + gg40 8570 + + + t + t + + + + � + + 8570 8600 + + + + � �+ + + + + + + + + 8600 8620 + + ` + ' � - + + + + + + + + + 8620 8530 + + + + ' � + + + + + - + - g530 8560 + + + + + + ± ± , - ' � + + + + 8560 8590 + + + + + +`, _ + ``+ + + + + 8590 8610 + + + + + + ` +� ' �� + + + + + 8610 8520 + + � � ' + + + + + + + + + + + g520 8550 + + + + - ' �+ - + + + + + + 8550 8580 + + + + + + ` `+� � - ± + + 8580 8600 + + + + + + + + + ` ` f � � + + + 8600 , , , ,, ��� � - � ' � ' � `�� 8510 + + + + + + + + + + + + + 8510 8540 + t - ' � + + + + + + + + + + + 8540 8570 + + + + + + + + + + + + + 8570 8590 + + + + + + + + + + + + ��� �- 8590 - 60 - SO - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 8� � - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 43 + 00 STATION 46 + 50 STATION 50 + 00 STATION 53 + 50 SEE DETAIL GRADING PLAN SHEET 11 ' � 8550 + + + + + + + + + + + � - + + 8550 8570 + + + + + + + + + + + ..- + + 8570 8590 + + + + + + + + + + + + + 8590 8620 + + ' � - f + + + + + + + + + + 8620 � ' - �, ' ' - � � 8540 + + + + + + + + + � � ' + + + + 8540 8560 + + + + + + + + +_ , + + + + 8560 8580 + + + + + + + + + - -- +--_ + + + 8580 8610 + + + + + ` �\ + + + + + + + 8610 �� _ - - / - - ----- - - 8530 + + + + + + + ,� ' + + + � + + 8530 8550 + + + + + � � + + + + + + + 8550 8570 + + + + _ _ t - - - �- - � + + + + + + 8570 8600 + + + + + + + \ � +�� \ + + + + 8600 ' `. ' � - - - - - - �� 8520 + + ,-+' � + + + + + + + + 8520 8540 + + � '� � + + + + + + + + + + 8540 8560 + + + + + + + + + + + + + 8560 8590 + + + + + + + + + � �#�� + + + 8590 ,- ' � .� \� �, 8510 �� ' � + + + + + + + + + + + 8510 8530 � � + + + + + + + + + + + + 8530 8550 + + + + + + + + + + + + + 8550 8580 + + + + + + + + + + + + \ � � � 8580 - fr� / 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 501 60 - 60 -50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 42 + 50 STATION 46 + 00 STATION 49 + 50 STATION 53 + 00 TGE TGE ` SHEErs SHEET _ _ _ _ _ - - _ _ - _ _ _ _ _ oRAwN DESIGNED � HE � KEO ��,�: Engineering Consultants SPRADDLE CREEK � UBDIVISION CROSS SE=CTIONS � - 2a - a � � a7 - o � � �90o s" �� � � � c��iiege a�e� �e „ ss Keiiv �or, � so� si�d s��te ,00 s5a s� F �o��age aa wes, s���e zo� VAIL COLORADO STA 42 50 T(� STA 56 + 00 44 28 r APPROVED DATE PROJECT N0 . FOft �ui �, � ris . Coioradn 80525 Goioratlo Spnnga Coiorado 80920 Vaii . Colorado 81657 9 , + � o N O B Y D A T E R E V IS 10 N D E SC R I P T I O N 3031226-4955 7191598�4107 3031476-63d0 , 8690 + + + + + + + + + + + . + + 8690 8510 + + + + + + + + + + + +� - ' + 8510 �v , ,--, , - � , 8680 + + + + + + + + -f I + + + 8680 8500 + + + + + + + + ,- - � � + + + + 8500 / ,, _ - - ' � 8670 + - - -� - - - - + - - -+ - -- + - - +- - -+ - - -+- - -+ - - - - � + 8670 8490 + + + + ,� � + + + + + + 8490 8660 + + t + + + + + + + + 8660 8480 + + , - 1' �+ + + + + + + + + + 8480 8650 + + + + + + + + + + + + + 8650 8470 + + + + + + + � + + + + + 8470 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 4Q SO 60 STATION 59 + 50 STATION 4 + 00 8690 + + + + + + + + + r rt + + 8690 8520 + + + + + + + + + + + + + 8520 8680 + + + + + + + + + + + + + 8680 8510 + + + + + + + + + + � - � ' + / + 8510 8670 + - - - — � - - + - -+- - --k� _ _ _ ±_ + + + + + + 8670 8500 + + + + + + ± �- ' + + + + + + 8500 8660 + + + + + + + + + + + 8660 8490 + + + + t - '� t t + + + + + + 8490 8650 + + + + + + + + + + + + + 8650 8480 + � -� " � + + + + + + + + + + + 8480 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 SO 60 STATION 59 + 00 STATION 3 + 50 8680 + + + + + + + + + + + + + 8680 8520 + + + + + + + + + + + + , -+ 8520 8670 + + + + + + + + + + + + + 8670 8570 + + + + + + + + + _ #� ' � + + + 8510 ggg � - + + + + + + + + f' - - - +- - - + 8660 8500 + + t + + � � + + + + + 8500 gg �, � � � � � + + + + + + + + 8650 849G � + - +" - � + t + + i� + + 8490 BEa � . - . . - - + + � + + + + 8sao eaao � � ' � � - - - - + + + + � + + aaao ROSE LANE - 6Q - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 58 + 50 STATION 3 + 00 gF � r . . . , - � + + - + + + + g670 8520 � t + + + + + + + + -b - � ' + + 8520 8490 + + � � + + + + � -I + + + 8490 + + + . + + + + * + + + + - � � � � + � - ' � + + + + + 8510 8480 + + + + + + + + + - -+--- - ���/ + + 8480 8660 8660 8510 � - - - - - - - - - - - - - - � � g6s. � - � - + + + + + + + ` - � �- - � 8650 � 8500 - � - - ± + + + + + + + 8500 8470 + + + + �F- - � + + I + / t + + + + 8470 gEqn � . + . . � - - - + + + + 8640 8490 �* � ? ' " � � � + + + + + + + + 8490 8460 +�'�� + ' + + + + + + + + + + + 8460 gE � � . + � : � + + + + + + + + 8630 8480 � / - � - � + + + + + + + + 8480 8450 + t + + + + + + + + + f- + 8450 - 6C - SO - 4C - � r - 2 ' - 10 0 10 20 30 40 SO 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 -50 -40 -30 - 20 - 10 0 10 20 30 40 50 60 � ` ATION 58 + 00 STATION 2 + 50 STATION 6 + 00 866C � � + . - + + * + + + + _ t 8660 8700 + + + + + + - + + + � + - 870G 8520 + � � � - + + + + �+- ' � � + + + 8520 8500 + + + + + + + + + + + + + 8500 865C + � + + - �- -- � ; + + + + + + g650 8690 + + + + + + + + + + � + - 8690 8510 + � + - ' + + + + + 8510 8490 + + + + + + -F + + + ,_ -+-- -�-- '� + 8490 8640 + + a + + � - +_ _ _ + + + + 8640 8680 + + + + + + _ +- - - + + _±_ _ _ + - - - T- - - + g680 �500 t T + - ' �7 + + + + + + + 8500 8480 + + + + + �+ , ,#- ' � + + + + + + 8480 _ _ _ _ _ L , - - - - �• _ _ - - - - - - - - gE jr . . . . _ � _ . . • + - f �3630 8670 � + + + + + + + � 8670 8490 + + ± � - � + + + + + + + + + + 8490 8470 + + , d- ' � �+ + + + + + + + + + 8470 BE � C � - � � - � - � � � - + + 86 � C 8660 + + + + + + + + + + - - + 8660 8480 � �� / � - + + + + + + + + + + 8480 8460 + + + -h + + + + + + + + + 8460 - 60 - 50 - 40 - 30 - 2C - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 -50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 STATION 57 + 50 STATION 61 + 00 STATION 2 + 00 , - � � STATION 5 + 50 8650 - + - ' -+, + � + + + + + + + + 8650 8700 + + + + + + + + + + + + + g700 8520 + + + + + + + + + , - � / + + + 8520 8500 + + + + + + + + + + + + � _ }F 8500 8640 + + + + + + + + + + + + 8640 8690 + + + + + + + + + + + t + 8690 8510 + * + + + �- � � � + + + + + + 8510 8490 + + + + + + + +,-���� + + + + 8490 8630 + + + + + + + � � � , + + + + 8630 8680 + + + + + + + ± _ _ _ � - - ��� � + + + 8680 8500 + + + + ± � ' � + + + + + + + + 8500 8480 + + + + , �I- + ' + + + + + + -� 8480 8620 + + + + + + + + + + \ � °F-� + + 8620 8670 + + + + + + + + + + + + 8670 8490 + + f � ' � + + + + + + + + + + 8490 8470 ±, --��� t + + + + + + + + + + 8470 � �� � , 8610 + + + + + + + + + + + + ` + 8610 8660 + + + + + + + + + + + + + 8660 8480 � ' � � + + + + + + + + + + + + 8480 8460 + + + + + + + + + + + + + 8460 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 1G 0 10 20 30 40 50 60 STATION 57 + 00 STATlON 60 + 50 STATION 1 + 50 STATION 5 + 00 8650 + ` �- � , � + + + + + + + + + + 8650 8700 + + + + + + + + + + + + + 8700 8530 + + + + + + + + + + � �' � + ' + 8530 8510 + + + + + + -� + + + + + + 8510 8640 + 1 � + ` \ � � . + + + + + + + + 8640 8690 + + + + + + + + + + + + + 8690 8520 + + + + + + + + �� // + + + + 8520 8500 + + + + + + + + + + _ �+-'�+ ' + 8500 8630 ' + + + + + + � , + + + + 8630 8680 + + + t t + t + + + ± _ _ _ � - - -+ 8680 8510 t + + + ± � � � + + + + + + t 8510 8490 + + + + + + �-' �� + + + + + + 8490 �' - - - - - . ,, � '� - - --- - - - - - - ��� � � 8620 + + + + + + + + `+ �`��\ + + 8620 8670 f - - + + + + J + + + + + + + + 8670 8500 + + + +� � + + + + + + + + + 8500 8480 + t + ,�-��� � + + -� + + + + �- + 8480 / , ,, ,, � ,,,� 8610 + + + + + + + + + + + � �� 8610 8660 + + + + + + + + + + 8660 8490 + + � �� + + + + + + + + + + 8490 8470 +� + + + + + + + + + + + + 8470 �� - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 � -�50 - 40 - 30 - 20 - 10 0 10 20 30 40 50 60 - 60 - 50 - 40 - 30 - 20 - 1O 0 10 20 30 40 50 60 STATION 56 + 50 STATION 60 + 00 � STATION 1 + 00 STAI- ION 4 + 50 TGE TC�E SHEETS SHEET _ _ _ oRAwN DESIGNED CHECKED ��� Engineering Consultants SPRADDLE CREEK SUBDIVISION CROSS SIECTIONS I - Z $- 91 I87 - 0 � I 2900 Sou! h Coliege Avenue � i55 Keily Johnson Bivd . Swte � 00 953 Sa Frontage Fd . West . Suite 202 STA. 56 + 50 TIJ STA. 61 {' � � 29 APPROVED DATE PROJECT No . F��t �o� � � �,s ��� o�ad� Ho525 Colorado sP�� �Us, �o �����0 8�g2o Vail . Coloratlo 81657 VAIL, COLORADO ROSE LANE STA. 1 00 TO STA. 6 00 44 m NO BY DATE REVISION DESCRIPTION 303�226-4955 7 � 9i59&4t07 303I476�6340 + + � .. - ... . . .. . . . . . . . . . ._ . . . , . .. , � . . . . , •, . _ .y . _:,; . _ ,�:z--•s:. � � :r _ _ � . . N .I. ��r �r M �. . .. '. . . r . . .. .� , .. . . . \. . . .. . : :. . �.�. . . .. .. : ::' . - '.'. 4"T.� - 4 t .. ! / ). s :�S•: �i .. w .►� . . ... . . . 11� . . .. � . . R, . T Y' !r+� . .. .: � . . . � .. , .. ... -., � __. . . � . .,. . . .. � � .. . . _� � . . . , . . . . . ... . . � . 4. .�<.. . ` .. 1.r-,?s:� - . . . . .dy. . r�.s .:4`-.e.,rS' .,lea w.�_ , J�.o — _ •.--r+�. . , - � , , .. , . . . . . . , .. . • / �.. :• ., . .'- . <.�i" . = � . -k� :.,� ' .�yk rn. �,:, 7F: F,�4^. �• . - a�� � , . . . . . . , . . t . - . ; .. .r . . , - : : - .� ' : .. . � . . ., ' , .; . .. . . , .M . , . . � , . . , . .•c , �.2w- ''� .'�-` . � _... .t] . - F' . . _ �c � . , � �a:� . +j. _ `„w;- -.. _.. _ �_� � :k; . �,.. . . . �. . . . . . '. - .. � . � . -. . . . . . . :" . . � . . � . �' .. _'M..._ '. r..�; .. . ; �.. . -�, . . . . . , � - . ` �. ._ . -yy., .. .. �.an . .. _ �,. . . _ . . ..; , M . . . . � . . . . . ,.•; , �. � " . , . . . . . . _ _ . .. , .,, .. � . � ' . <. �..� . . . . . . . . . .t . . . . � . . . . . .. . . ' ' . . . . . . . . . - . , � �'� ' . . WALL " B1 " = 1 , 750 SQ . FT . FROM STN . 16 + 31 TO STN . 17 + 81 i r - t � i . 00� -- - _ _ - - �; '- — zs.o� - �n wau, Type � -- - - I- - --- --- - - - - - ---- - -- -- � ZO.o� - �u wa��, Type � - --- ------- — - - � 2.0� � o.o� ---� rJOTES : ( 1 . ) THE STATIOPJS INDICATED ON ALL WALL PROFILES ARE CENTER LINE � a y.9 0 � .s• , s iy.5 o io� 4 iy.s o � .s� 3 iy.9 o s• STATIONS AND AS SUCH MAY INDICATE A DIFFERENT LENGTH THAN THE d + uxiaoo uxiaoo uxiaoo I uxi <oo i ACTUAL LENGTH OF WALL. �, � I 8330 , � i . �— 8330 �� � i � i i (2 ) IF NO WALL TYPE IS INDICATED THEN IT IS ASSUMED THAT THE WALL ``'� �' � � TYPE IS THE SAME A5 THE WALL TYPE INDICATED TO THE LEFT. T. . O.W. � 8320 ' 4T I � � I — r-) 8320 � I 3� � i- 8320 .CI r, Upper Terrace $1y , � m� cn r- � T. O .W. � � 8308'4 � ' 831 o- - B .O.W . • _ , �-- 8310 � —r 8313'0 - ��— Finished Grade at Toe of Wall � i ---Z_- ----�_ — I i ----- --- --- — -- ^—L - --- �_-- — - - - - -- - - ---- - � � - - ,_ — - ----- -- _ _�_ i 830� � ��—� -- --- �-- — -�— 8300 A i I � 9REAK5 N0T W EXCEED a07 —'�_ ____"_ �-- � ONLY ON $INGLE WALLS. NOT 8 .0.W� � 8301 �0 -1- t'.FRED WALLS / ' R 4' q l a / �� I � � � i . . ! , �. _ i , � � -�;- -- -- --- - - - PLAN �{ N a I ' ' I I � N �. � � ' ` T �_ r' J � I � I. � � � � I � - � .� � � � � X I a I � � I � � I I � � I � I I WALL " B2" = 440 SQ . FT . i - — - - _ -- -- __ _ _ _ ELEVATION FROM STN . 16 + 45 TO STN . 16 + 95 r, � � ,�noscnr�� or�n :ar; rs SECTION A - A ,{� -- -- - - 63. 00' -- - --- I or? i��.� � r-;:; c5. � � i z.o• J - - - -- - - s � .o• — �u wau, ryPe u -- - -- - WALL NOTCH DETAIIL � � FlII Wall I 4 ly.s O 13' N .Tg . Type II UX1500 Z � 3 ly.s O 7 .5' I N � UX1S00 � � + � T.O.w. ' 3I `D WALL NOTCH LOCATIONS 831 a -� !8305 0 i .,�,� N � 831 o W,q�L ROADWAY STATION LOC�4TION ' Lower Terrace T'�'W' I I D1 STA. 25 + 25 8299 � � F1 STA. 29 + 40 and 32 + 50 8300--� I '� _ �— 8300 �9.0_W.r _ -- - Ki STA. 41 + 90 y 8300'4 , p' , , , � � ,7 �- I� KS STA. 45 + 70 � � �� � �� � M1 STA. 51 + 60 Concrete Grout � � 8290 —� 1 e.e.w . j L - 8290 829 � ' 4'r ProJact Title: -- — / — / � Dsecrlpi�on ro so evlslon Number C� 1 - 9� -06 —�4 Dat�a � � RETENTION 180 , W . OXFORD A�E . SPRADDLE CREEK SUBDIVISION - --+ - - ---- - ---- - - -_-_--_- UNIT B SheeT i 1 OF 1 23 91 � Add geogrid info. dc remove wall �A - ENGLEWOOD , CO 801 10 VA I L , C 0 LO R A D 0 S�a,e �— � E N G I N E E R I N G 303 � 8$ - , 369 � � 1� __ _ ____ _ _ �8003 727 - 2600 — - -- — - - -- --- - - - - _ _ _ _ — - - ey 9 IATS , �g --- - - - - _ -- - D�al n�� Ravlaw�d - - -- - - - RETAINING 1NALL PROFILES - Y -- - - -- - --- Earth Retention Specialists WALLS " B1 " & " B2� � �13 DECEMBER 1990 aa i , ----- - --t---------- -- --- 44 30 i . . T- .s . 'F -. . _ . . ^ , ' . . .- . •. +i ' A '. } _ " `. . � . . . . . ' . . „ . � .. � . � . � . . . . . . . . . . . . . . .. . . . . . � . . . �� . . . . . . . . . . . . , . . . • . . I,r . . � . , . . , . . . . . . . .- . . . . . • � � . . . . ._ � �' � � . - . � � � � . _ � ' . � � . , ' � . � - . � � �� WALL " C2" = 620 SQ. FT. FROM STN . 18 + 82 TO STN . 19 + 60 � — �s.oa— i 16 . 0' - Cut Wall, Type N 45.0' - Cut Wall, Type N 14.0' 3 ly.s O 4' � 4 ly.s • 5.5' � 3 ly.s O 4' — � UX7400 UX1400 UX1400 � a � } C C 8370 �, 3 m N 8370 I � T.O .W. � � v� 8363' Upper Terrace T. O.W. 8359'0 8360 8360 � �B. O.W. 8357'0" . 8350 �O.W. 8350 8351 ' � � WALL ° C1 " = 2 , 760 SQ . FT . FROM STN . 18 + 57 TO 21 + 34 ,r — 2� a.so� — — — — 45.0' — Cut Wall, Type N 84.0' — Cut Wall, Type V 24.0' — Cut Woll, Type N � 121 .5' — Cut Wall, Type N 4 ly.s O 5.5' S ly.s O 1 3.0' S ly.s O 7 .0' 4 ly.� O 5.5' _ � � UX1400 UX1500 UX1400 � UX1400 3 + I N C � T.�.W. I 8360'0 8360 � . . � i , Lower Terrace I 8350 � � B.O.W. . . . 8350 + 8351 ' 4 m I N 8340 --{ T.o .W. 8340 i 8334' — �_�— 8330 8330 B.O.w. 8328'0 Pro��ot R�vlslon D�scrtpflon Pro��e1 TNI�: Numb�r CO1 — 90 -06 -04 Daf�� � RETENTION , 80 , W . OXFORD A� E . SPRADDLE CREEK SUBDIVISION - UNIT B Sh"� 2 OF 1 /15/91 Remove wall " C3" � E N G I N E E R I N G ENGLEWOOD , � 0 80 „ o VA I L , C 0 LO RA D 0 ( 303) 788 - 1369 scai. � . _ � 0' 1 /23/91 Add rid info. ( 800) 727 - 2600 �siyn•d ATS �vi�w•d - -- — — RETAINING WALL PROFILES oa,, Earth Retention Specialists WALLS " C1 " , " C2 " , & " C3" , 3 DECEMBER , 990 _ 44 31 , , , . . _ . _ . . :, ., . . ... . . . . . .�:. ; . . . ; . _ , . . : . . : , . _ . . . .: , ,.: ; . , ._ . . , . . _ . . : . . .. . . . � _ . _ : , .:.. . - . � <: , : .� , . -: � . . .. . . -.�c . _ .�. . . . . . . _ . , . . - . � . ' : . . . . �. ' �. . . _ . . . . , , ' ,,. ;... : ' �. �. .z.� � . . _ . . _ . . .. . . . . . _ \. . . . ._ .. x. . . . +� � . . . . �. . . . . � . . � � . . .-� ' . . � . ,. ' _ '. • '.,.. . '' ., , y:;� . .. . - e . . _ . _ . . . . { ' e,'. . . . . . . . . . . . . < ' .� . . !. � .. � . . _ _ ... r . . . - . . . . ' . .� . � '. . - . . . . . . . _ � ;.. . . . � . . - .. � � . . . ::y: . . v.' .. , - . . . . .. . . . . � . � \ . . . .- . ,. . , . . .-� . � _ � . . . . . - .� . � � ` . . � u . . :�. . , a � - . " . r . . . . , ,. . . _ � _ • . . . . . - . . : WALL " D2" = 1 , 255 SQ . FT . FROM STN . 22 + 71 TO 24 + 42 ni,00� — � — 24,0' - No Gr�d 42.0' - Cut Wall, Type IV 63.0' - Cut Wall, Type IV 42.0' - Cuit Wall, Type IV N -� 3 ly,s 2 4.0' 4 ly.s 2 5,5' 3 ly,s 2 4.0' � 3 UX1400 UX1400 UX1400 N c C � � d 8400 L�.W. N � 8400 � 8395'4' I � ^ + N Upper Terrace 8390 � � �--- - 8390 p N _��� 8.�.� T .C. W . — 8389' 4' S 381 ' 4 ' -� 8380 __— -- —� — 8380 I B,�.W, 8377 ' 4' ' I 8370—� I — 8370 WALL " D1 " = 3 , 950 FROM STN . 22 + 00 TO STN . 26 + 11 - -- - - - -- � - --- - -- - - ----- - — - -- - - - --- --- - va,5' - ---- - - - -- - --- — — 8390 � I � 21' - Cut Wnll, Type IV 18.0' - Type IV --+{� 10.5' --�{ ~ 8390 w 3 lys 2 4,0' 4 ly,s e 5.5' I 5 ly,s Q 7 ' UX14OO UX14OO , UX14OO I J x � U � Lower Terrace — ¢ f 8380 �I I I � 8380 o I I ----�-- . NII � Flnlshed Grade —� _ � I N I � \ C I I — ` —_� — I . y 8370 �' T.�.W I � j I 8370 8365'0' � — • - - -� --- � ' UX1500 U):14Q0 I 8360 � 5 ly s Q 1 0' _ _ 5 ly,s 2 7.0' • 196.0 ' - Gut Wol� Type V 39.0' - Cut Wall, Type IV � 8360 L B.O.W . 8360'4' ' MATCHLINE J _ r . _ . _ . _ . _ . _ . _ . _ . _ . - . _ . _ . _ . _ . _ . _ . _ . _ . _ _ _ . _ . _ . _ . __ . _ . _ . _ . � � I - ---- -- - - -- - - - -- - - - -- -- 136.5' -- - ------- - - --.. ,�-- - I� -- - - - -- 97.5' - Cut Wall, Type IV — 39,0' - Cut Wall, Type IV 4 ty.s 2 5.5' 3 ly s 2 4,0' - -+ IUX1400 UX1400 3 � . i cN c I a ++ N T,D.W. 8400 —i ' i 8397'8' 8400 - I � I � f— 8390-- . w _�---- B,�.W.. . 8390 I � � 8391'8' J • I -. U F-- Q — Z 8380 -- -� 8380 � 83 � 0 - -- - 8370 Pro�wt R�vlslon D�scNpflon Pro��d Tlilr. Numb�r CO1-90-06-04 Dat�s � RETENTION , so , W . OXFORD A�E . SPRADDLE CREEK SUBDIVISION UNIT B 5hs� 3 ❑F 1/24/91 Add geogrid Info. i E N G I N E E R I N G ENGLEWOOD , �0 80 „ 0 _ _ va � � co � oRaoo - — 303 788 - 1369 � s�a�. i• = io� �800 � 727 - 2600 �'��9nie ATS �vi�w�d RETAINING WALL PROFILES oa,. Earth Retention Specialists WALLS " D 1 " & " D2" � 4 DECEMBER 1990 _ 44 , 32 � .. . - _ ' . . `.�`1 WALL " H1 " = 1 , 480 SQ . FT . FROM STN . 34+ 00 TO STN . 35 + 31 WALL " H2" = 515 SQ . FT . � FROM STN . 34 + 22 TO STN . 34 + 90 144.00' 12.0' 114.0' - �II Wall, Type I 18.0' Type I � 3 ly.s O 5' S ly.s O 10.0 4 ly.s • 7.5' _ + 69 .00' UX1400 UX1400 UX1400 � 848 � '+ . . . 8480 48.PJ' - �II Wall� Type II 21 .0' - Type II a - rn � c 4 ly.s • 1 3.0' 3 ly.s O 7.5' o + c'�n UX1500 UX1500 3 `r T.O.W. v � 8471 '4 N w N o + T.O.W. - o � + 847 n 8470 846 . "' 84g8' 8460 Oy m � � Lower Terrace T.O.W. Upper Terrace T.O.W. �8460' Finished Grade at Toe of Wall �,� 8452' �` B.O.W. 846 8463'4 8460 845 Finished Grade at Toe of , Wall B•�-W 8454 8453' 4 845 8B o 8450 844 84 6w 8440 WALL " G'+' = 1 , 880 SQ . FT . FROM STN . 31 + 17 TO STN . 33 + 51 -- -- --- - - 234.00' - - -- - - — - - 78.0' - FII Wall. Type I 18.0' 48.0' - �II Wall, Type I 78.0' - �II Wall. Typei I 12.0' 3 ly.s O 5.0' 4 ly.s O 7.5' 5 ly.s O 10.0' 4 ly.s O 7 .5' o + UX1400 UX1400 UX1400 UX1400 3 M v w : � 846 T:O.W. 8460 8455'4 845�--+ ^ _—�-r- 8 450 � + " B.O.W. -, "�' — 8449'4 c N Finished Grade at Toe of Wall 844 T.Q.W. 8440 8436' � �— i — 8430--� I 8 430 e.o. w. 8430' WALL " � = 1 , 330 SQ . FT . FROM STN . 26 + 45 TO STN . 28 + 34 -- --- --- - -- - — � as.00• -- --- -- -- �' 66.0 ' - Fill Wall, Type I 36.0' - Fill Woll, Type I 87.0' - Fill Wall, Type I - � � _ n 3 ly.s O 5.0' 4 ly.e O 7 .5' 3 ly.s O 5.0' 3 �+ UX1400 UX1400 UX1400 N v c � w .. � T.O.W. 8411 '4 841 � I 8�F 10 � = v + 3 tD f �._ N '� ✓ �- B .�.W. 8404' 840 � T.O .W. �� S�EOb 8395'4 --� _— _— 839 8:590 B.O.W. 8388' 838 8:i80 Pro��ot R�vblon D��crlpHon Proj�ef THIr. Numb�r CO1 -90-06- 04 Daf�e � RETENTION � so , W . OXFORD n� E . SPRADDLE CREEK SUBDIVISION UNIT B shsst 4 OF 1 24 91 Add eo rid info. i E N G I N E E R I N G ENGLEWOOD , �o $o , , o VA I L , C 0 LO R A D 0 _ 303 788 - 1369 scal. � . _ � Q, �800� 727 - 2600 BYslfln�d ATS �vl�w«1 RETAINING WALL PROFILES oa,. „ , � „ „ „ „ , � „ 14 DECEMBER 1990 Earth Retention Specialists WALLS Et , Gt , H 1 , & H2 44 33 . . - - . , . , : . . : . , . - _ .. . . ... - ' . . : . : . . , - . . . . . - , , _ . , - . . . .. Y.. . . . : , . . .: . �. . _ ,' :�' . !..� . . . : . . . . , . ., . _, � : . . . � � : ; . � . - . . �:. .. , , � � . . -. �. . . � . r �: � . �-. . . . . . . • � . . � . . . . . . . - , � - :. - - � . .� . : ,'. : . . - : . . . . . : . . . . . _ . - � . . . .: . . - .. . .� . :, � . . . . . . . . , _ . . . �. � . � �. , � . ,, . . �. . . . . . . . . . . . . . ; . , . . -. .. - � : . . . - . .; . : . . . . . . , . . . . . .,. - : , , . .. � . <:� , • � � , � . . . . . , � . . . � . - . � . . . � . . . . . . . _ . . . . . . . . . . , . . . . . . ., .. . ,1 WALL " F1 " = 5 , 835 SQ . FT . FROM STN . 28 + 41 TO STN . 34 + 56 CUT WALL � -- ---------- -- - ------- -- -- -- --- 256.50' - -- --- - - - -- ------- - ----- - T.O .W. - 30.0' - Type IV -- 66.0' - 7ype IV -- 36.0' - Type N - - 51 .0' - Type IV 73.5' - Type IV 8445 4 5 ly.e O 7.0' 4 ly.s • 5.5' 3 ly.s O 4.0' 4 ly.s O 5.5' 5 ly.s O 7 .0' UX1400 I UX1400 UX1400 i UX1400 UX1400 w z 844 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Finished Grade at Toe . . . .Wall . . . . 8440 J � � U I � ¢ of -� � i _-- - � � + Lower Terrace � _ _ ----- - B.O.W. I � -- � cv , � , - -�. � 843 . . ----_: 8434'0. . . . . 8430 � � �� - - -- u � T.O.W. __ �� --- -- 8422' _ �, --- - . • _ --f I 842 _ .�----f . . . - . . . . . . . . . . . � . 8420 �---- -�-- --- I _-_- . B. O.W. 841 ��. . . I I , � 8410 MATCHLME � . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ I _ 258.��• --.O .W. 111 .0' - Type IV -- 24.0' - Type N 66.0' - Type N 12.0' 24.0' - Type IV 21 .0' - Type V � 5 I s O 7' 4 I s O 5.5' 3 I s • 4.0' 4 I e O 5.5' 5 I s O 7.0' 5 I s O 13.0' � P467 ' 4 � Y Y� Y� Y� Y� y � UX1400 UX1400 UX1400 UX1400 UX1400 I UX1500 i w . Z - _ J _ 846 I . � I I . . . . . . . . � . . I . Q . . . 8460 I I __ � Lo er Terrace I _ � B.o.W. I -- - . -- --- _---� ---- 8456'8 _� _-- . 845� � "f.D W. . . � . . . . . . I 8450 I eaas�4 Finished Grade at Toe of �tic- - , _ _ __ --- . . --. _ � --- _ - -- I w _ _ -- - - - � z 844 � U __-�------- - --- - - - - - --- -- . . . . . . . . . I - 844 : � � I--- - � . - �o.w. - __ � 843o-- 843�'. � I " � � 8430 r . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _J MATCHLINE � - _ . W/ALL ° F2" = 655 SQ . FT . I � FROM STN . 33 + 35 TO STN . 34 + 10 ios.so• CUT WALL I -- 63.0' - Type V - 43.5' - Type N - I --- 78. 00' -� 5 ly.e O 1 3.0' S ly.e O 7 .0' � ' uXa 50o UXi 400 + 849 I 0 8490 I v 15.0' - Type N 15.0' - Type IV -- 27.0' - Type N t 21 .0' - Type IV "� 3 ly.s O 4' 4 ly.a O 5.5' 5 ly.s O 7 ' 4 ly.s O 5.5' � , M � UX1400 UX1400 UX1400 UX1400 n 848 I. . � T. O.W. v, . � 8480 + W � 8473'4 � � . • Lower Terrace g4g c I . T.O.W. 8480 8476'8 I � T. O.W. T. O.W. � 847 I 8467'4 . 8470 8472 8 • I 847 8:0'.W. - - 847 � I Z __-+- - � � 8471 '4 =I -_���"� B.O.W. • $464' , B. O.W. eas � . aaso �- - � 8466'0 846 � 8460 B.O.W. 8456' Pro��cf Titlr. Pro�wt R�vhlon D�ecripHon � R E T E N T I 0 N , so , W . OXFORD A�E . S P R A D D L E C R E E K S U B D I V I S I 0 N Number C01 -90-06 -04 oa+., UNIT B Sh�'t 5 OF 1 /24/91 Add geogrld info. i E N G I N E E R I N G ENGLEWOOD , �0 80 „ 0 _ va � � , co � oRaoo _ S�a,. _ 303 788 - 1369 1 " = 10 ' � �8003 727 - 2600 D�alyn�d R�vi�wed BY ATS ey - ---- - RETAINING WALL PROFILES oa,. Earth Retention Specialists WALLS " F1 " & " F2" 14 DECEMBER 1990 __ Surtaca Arsa 44 34 � . . . . . .: , , � k . . � - _ _ _ _ - _ - _ ` . . ... . . . . �,^�e•�-.,,,,, ... . . . �, � ' . �: .� . . . .� . , � .. - . ._... . . � . . . . . . . .. - � . . . . . . � . . ' . . . . � . . . � ., .ti�. . . , . . � , � .. R �l.W''J'9"'r "S ,. . �. < ' .y . . . «r.., _ - . . , . .. .. . �.. . . . . . .,: �� . � . . . _ � . _ _ - . , _ . ,. _ , . - ..� :. . _ ., r. : � .. . . . .. . . � : � . � - . . . . . . . . . . . � . . . � � : . .: . . � , .: - . '. � � . . . . . .�. . .� . . . . �� . . . . . . . . . . . .. . . , � � . � . . � . . � . . . �. . . . . � . .. � . . . - . . . . . . . � . . . , . . � . . . .�. . , , . . . . , , . . : . . . . . � �. . � , . . . . . . . . . , . . . . . . . . .. . . . . .. . .>.. .. . . . . .,. . . � . . �. . . , , � , . . . �, � � . . . . . . .. -. .:�.. . , . .. WALL ° 12° = 2 , 360 SQ . FT . FROM STN . 35 + 71 TO STN . 37 + 60 CUT WALL � 231 .00' � _ - 24.0' - Type IV 174.0' - Type Y 1 B.0' - Type V 15' - Type IV � 3 4 ly.s O 5.5' S ly.e O 13.0' 4 ly.s O 10.0' 3 ly.s O 4,0' � UX1400 UX1500 UX1500 UX14D0 v c � .� � T.O.W. 8508' 851 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8510 �---- I . . ` _ Middle Terrace I _ _ -- - �. -- � �i B.o.W. 850 8`- 5� . . . . . . . . . . . - - .- . - . . . . . . . . . . !� 8500 c �--- Fnished Grade at Toe of Wall �' - T.O.W. 8491 '4 849 . . . . . . . . . . . - . 8490 B.O.W. i8488'0 8480-' . . . . . . . . . . . . . . . . . 8480 WALL " 11 " = 3 , 305 SQ . FT . FROM STN . 35 + 55 TO 38 + 54 CUT WALL - - -- - -- - - _ __ __ - - - - - -- - - -- --- - - 273.00' - -- -- --- - -- ----- 850fi 0 � 24.0' - Type V I 193.5' - Type VI �-- -- � -- - 12.0' 10.5' ' 5 ly.s O 13.0' S ly.s O 13.0' 4 ly.s O 10' 3 ly.s O 7.0' I UX1500 � UX7500 UX1500,Type V UX15DO,Type V w I z 850� _ . I . . . . . . . . . . r- 8500 v � � -- ------ - � II - - - --- - ___ Lower Terrace --- - --- � LB. O.W. - --- -- __ + o 8490-� 8493 4 i ---. ---�--�__ . . . . . . . . . . . . . . . . . . _ M . . . . 8490 i ' �- _ Finished Grade at Toe of Wall � � ., m _- cn � I UX1400 -� - -- ----- -- --- T.O.W. 5 ly.s O 7.0' t� -- 33. 0' - TYPe N -- 8480'8 8480--I I . . -- -- --- ------��--�,__- - ---- --- --.-- 8480 _ I i i � I I B.O.W. � ---�, � 8474'8 847 I . . . 8470 � . � . � . � . � . � . � . � . � . � MATCHUNE I • WALL " 13" = 1 , 760 SQ . FT . I FROM STN . 35 + 88 TO STN . 37 + 30 , CUT WALL I � 193 .50' - - 852� � - - - - - - - - - - 49 . 50' - _- -- -- - - 8520 853 . . . . . . 8530 0 12.0' 15.0' - Type N 15.0' - Type N - 105.0' - Type N 25.5' - Type N - - 21 .0' - Type N -- 21 .0' - Type N 15' - Type N 13.5' + o No Grid 3 ly.e O 4.0' 4 ly.s O 5.5' 5 ly.e O 7 . 0' 4 ly.s O 5.5' 3 ly.s O 4.0' � - 3 ly.e O 4.0' 4 ly.e O 5.5' 4 ly.s O 7.0' M UX1400 UX1400 UX1400 UX1400 UX1400 � ° UX1400 UX1400 UX1400 M c � a T.O.W. v� 851 c � 8506.� 8510 852 T.a.W. . . . 8520 N � T. o.W. a5is� m 8503' 4 m o + w Upper Terrace M Z c _ _ _'_- I � -- � � 850 -- -- - _��_ _ . z. 8500 B .O.W. . . N _� � 851 � . . -- �- T.o.w: . 8510 �O.W. 4� 8512'0 --- --- - ---------- 8505'4 8498 - - --_- ----- la.a W _ _- _ -- 849 . 8493' 4 . . . . 8490 850 8500 B.O.W. 8500'0 Pro�sct Tlils: Pro�set Rsv�aion D�ecrlptlon Numb�r CO1 - 90 - 06- 04 Dataa � RETENTION , so , W . OXFORD A�E . SPRADDLE CREEK SUBDIVISION Sh.., UNIT B 6 OF 12 21 9 Modify walls to match RBD Sheet 11 - ENGLEWOOD, CO 80110 VAIL , COLORADO � � y 9 � E N G I N E E R I N G 303 ,8s - , 369 _ _- -_ _ _ _ _ _ __ _ 5ca1s , - _ , o, _ , z5 9 , �d eo �d info. D�slpn�d RwNw�d 800 727 - 2600 BY ATS eY RETAINING WALL PROFILES - " " " " " " Date � 6 DECEMBER 1990 Earth Retention Specialists WALLS 11 , 12 , & 13 44 35 . ...t: . � ; ' . ' '. ' �: :: . : . � � .. .. � . .r1 . ' : .. -., . -: - :... 1 .y , � � * e ..',} '=R�I} - ��. *�i 7 :�`7n""�+1^ 1Tf� '' =�ht �R.� ' talr . :'k^.'.��' F���It�. � � �. l� .e ,,�(.� �S� .�y. � �� t � y _- - .. .. . . . , ,. r ; a'�e C8 _ � '�wq � �,Wy ��,,�*, � q. }'� ,.;� , ►. , . . � . � r�� J• ., i: . �y ` � ... � 1! .�. � � '�'.+ra' �f. ., _ . �. , i . . i.yti. � . �`',. ! " , . .�, '�'°�F lt(�1.. � ir4'7'�Y, • . fi'r `. �iY7L4 .� . 1 . 'a�;.,i � r . . , . . . . . .� .� � . . . ' �_. . . _ . ?;!' . . . . :. . : , .. . , . - . . . . . _ . „ . -� . .. �� - - . � . .. . . . ... . ... . � ... ' . � .o� . . . . � . . . �i�4 . . • . i" . _ � _ "> � " ' +� . . � � . „ • ' � _yf� , . . �. .r . '.: ° � '� �.:. � . . ; . �� . r . . . . . . . . ,�✓ ,c �� �r . ''i . � � 1 � .. . - . I . . . , LL . . .J :i . , ' - . , . . . . . . . . � , '' + _ . � " ' a . . ' �� . . . . . . . . �:T -�,. � . , 'r ' . � , . . � � � . . r� • � � , � � � � � , � . . C. �'� . � - � � . 1 : . . . - . r - r ' � . . . . . � . . ;1 . : . . , ' � . . _ aS� .: � - . . WALL " Z1 " = 565 SQ . FT . FROM STN . 6 + 41 TO STN . 7 + 08 . CUT WALL ROSE LANE �s .5o• I. . 15.0' — No Grid 15.0' — Type IV 31 .5' — Type IV 12.0' No Grid 3 ly.s • 4.0' 4 ly.s O 5.5' 3 ly.s O 4.0' + UX1400 UX1400 UX1400 � c 848 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . 5 . . . 8480 pp N n 3 T. O.W. . � 473'4 N l'A T.O.W. �nished Grade at Toe of Wall 847 ' 8466' 8470 B.O.W. I 469'4 B .O.W. No Grid I. . . 6.0' -{ 846 8.4¢4,'0. . I 8460 WALL " J1 ° = 1 , 370 SQ . FT . FILL WALL Forest Service Turn Around ,� — - - — -- t 3s .00• — r-- 9.0' 9.0' � 15.0' — 7ype I 81 . 0' — Type I 9.0' 6.0' 9 .0' � _ ' 1 ly O 4' 3 ly.s O 5 I 4 ly.s O 7 .5' 5 ly.s O 10.0' i 4 ly O 7.5' 31y O 5 1 ly O 4' �i 3 UXt400 UX1400 UX1400 UX1440 UX1400 UX1400 UX1400 Type I Type I Type I Type I Type I Type I i � w T.O. W = 8510--� 8� I � . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . � . . . 3° . �— 8:, 10 C I � �I m ~ T.�.W. �` i I 8499'4 8500--� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B.O.W. - - � i 8500 8501 '4 - � - ------ -- - - _ I I� � --- Finished Grade at Toe of Wall � I -�_ -- i --- - -- -- B. O.W. 849 . . . . . ` . . . � . . . 8494' . . . . . �- 8490 I �i 848 I . . � . . WALL " J2" = 345 SQ . FT . FILL WALL � Forest Service Turn Around ss.00• �'r - -- 30.0' — Type II — 18.0' — Type �I 18. 0' — Type II —� a 3 ly.s O 7 . 5' 4 ly.� O 1 3.0' 3 ly.s O 7 .5' 3 UX1500 UX1500 UX1500 8500--I . � . . 85G0 � w T.O.W. 8492' T. O .W. 8489 ' 4 849 '- -�—_ -_ - – � ished Grode at Toe of II - 8490 �B.�O.W. — rt _�_ I 8488'0" - - _ �B.O.W�. 8486'0' 848� ` 8480 Pro��cl TNIr. Pro�xt R�vielon D��crlpt�on Numb�r �010�90 -06 - 04 ___ 1 /25/91 Add geogrld info. � RETENTION , SO , W . OXFORD A�E . SPRADDLE CREEK SUBDIVISION 5hi., - - UNIT B VAIL , COLORADO - - - ENGLEWOOD , CO 80110 ` � E N G I N E E R I N G �aoo3 �88= 2600 — -- - --- - -- -- -- - -- S�a,. , - - , o. Dsaipn�d Rwi�w�d BY ATS BY RETAINING WALL PROFILES -- — Date „ , � „ „ „ „ 19 DECEMBER 1990 Earth Retention Specialists WALLS J1 , J2 , & Z1 44 36 � . 2�. • � .. . . . . . . , , . . . . . . . ' . .. f , , . '6. - . . . ' L �, . � . . . . ' WALL " K1 " = 6 , 450 SQ . FT . BEGIN ON LIVERY RD. , END ON GILLETT RD . CUT WALL 2�s .00 � - -- - - � 854 0 8540 91 .5' - Type N 42.0' - Type V - 58.5' - Type VI 45.0' - Type V 15.0' - Type N 10.5' 13.5' �' 5 I s 0 7.0' S I s O 13.0' S I s O 13.0' S I s O 13.0' S I s �� 7.0' 4 I s O 5.5' 3 ly.s 04.0' � Y� Y• Y• Y� Y� Y• '� UX1400 UX1500 UX1500 UX1500 UX1 �400 UX1400 m U 7400 Type N TYpe N m T.O.W. 853 8528'0 8530 0 T.O.W. ° 8521 ' 4 + � I 852 Z N ' _ � B .O.W. 8520 � - 8522' U � � ~ _ _ _ _ _ _ .-. - _-__ __- _ � Finish d Grade at Toe of Wall �� -� 851 (� B. O .W. �`- - - - - --- --- - -- -- - � 8510 851 1 ' 4 ' II L . - . _ . _ . - . _ . _ . _ . _ . - . _ . _ . - . _ . _ . _ . - . _ . - . _ . - . - . _ . - . _ . _ . _ . _ . _ . - . _ . - . - . - . _ . - . _ . _ , _ . _ . _ . _ . _ , _ . _ _ MATCHLINE - • -- • - • - • - • - • - . � � - - - -- � --- - -- - - - - - - - - - - --- --- - r.o.w. 854 e�� 8540 I 19. 0' - Type N 90. 0' - Type IV --- � 72.0' - Type IV - � 5 ly.s O 7.0' 4 ly.s O 5.5' w � UX1400 UX1400 i z _ 853 Q I 8530 �� � I�-� ------ -- - T.O.W. B .O.W. - - - --- - -- - - - - - -- - -- -- 8526'0 - _ 8521 '4 - -- -- - w 8520 8526--� � --- -- --- - � z m - -- J � + I I I a I U UX1500 H � ' S ly.s O 13 .0' fn � � � 8510 - - - - - - -- -- - 101 .0' - TYPe `.' --- - - - --� I B.O.W. 851 (3- � � . 851 1 '4 I I I MATHCLINE L� . - • - • - • - • - • - • - • - . - • - . - • - • - • - • - • - • - . - • - • - • - • - • - • - • - • - . - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • -- • - ' - . � - WALL " K4" = 970 SQ . FT . I STN . 42 + 38 TO STN . 43 + 77 CUT WALL -�o.so� - ,�- --- - - -- - - iai .00• -- -- 4.5' - Type N � 10. 5' � 15.5' - Type N � - 40.0' - Type V 856� - 141 .0' - Type N - 8560 856 3 ly.s O 4.4' 4 ly.s O 5.5' S ly.s • 7.0' S ly.s O 13.q' $560 o � 3 ly.a O 4. 0' UX1400 UX1400 UX1400 UX1500 ' I 3n -1 .c < � m c I °� �' T.O .W. o � 8550--�� 8546' o + 8550 855 3 8550 3 N � r I `� w � � --__ _ � � < N T. O.W. T.O.W. 8540'0 ` g� � T.O.W. B.O .W. ---- - - 8538' 854 8540 854 854 � - - I 8540 8536'8 1 I w z B .O.W. .� I �B.O.W. � I = 853�J 8534'e° 8530 853 8534'0 � 8530 ¢ � � B.O.W. 8526'0 Pro��c1 TNIr Pro��ct Revlalo� D�serip}lon Numb�r CO1 -90 -06 - 04 Datss � R E T E N T I 0 N , $o , W. OXFORD A�E . S P R A D D L E C R E E K S U B D I V I S I 0 N , �z5i9 , Add geogrid ��,o., 9tat,o�s, � UNIT 6 sheet - ENGLEWOOD , CO 801 10 V /Q � L , C 0 LO R A D 0 scal• 8 oF 1 31 9t Mod'rfhywallnt K;tch y per RBD's modification � E N G I N E E R I N G 303 ,88- , 369 o.s, �.d , � _ , °�R.��.w.d recelved , ,3 , ,9 , -- - __ - - --- -- - -- 800 727 - 2600 -- ------ - - - - - -- - -- - - -- - -- By fl ATS BY - - - -- - -- -- - -- -- - ---- - - RETAINING WALL PROFILES °�• z2 DECEMBER 199D __ Earth Retention Specialists WALL " K1 " & " K4" -- - - - - - 44 37 � �'� i ,.;}�, : .. . ' . . ` WALL " K2" = 1 , 480 SQ . FT . 3.0• - rype N 3.0' - Type �v CUT WALL - GILLETT ROAD WALL �� K3" _= 620 SQ . FT . 3 ly.s O 4.0' 4 ly.s O 5.5' uxiaoo uxiaoo � CUT WALL - LIVERY ROAD 153.00' -- � 36.0' - Type N 69.0' - Type V 21 .0' - Type IV �{I-- 21 .0' - Type IV o � - 75.00' L 5 ly.s O 7.0' S ly.s O 1 3.0' 4 ly.s A 5.5' I 3 ly.s 04.0' 3 854� Ux1400 UX150o UX140o uX740o � 8540 - o 856 8560 w 9.0' 12.0' 24.0' - Type IV 18.0' - Type �' � 12.0' 3 - T.O .W. 3 3 Ipr.s O 4' 4 ly.s O 5.5' S ly.s 0 7 .0' 4 ly.s O 5.5' 3 ly.s O 4.0' � 3 8532 '0 � UiX1400 UX1400 UX1400 UX1400 UX1400 w � �� Pype IV Type IV Type N T.O.W. 853 m 8530 m 8�8 0 854 1f.0.W. �� 8540 T.O.W. 8535'4 8523' 4 - - Fni hed Grade at Toe of Wall B.O .W. �_� - 8527'4 __ __ - - B .O.W. 852 8520 853 8533'4 8530 B .O.W. B. O.W. 8529'4 8518' 851 5510 852 8520 WAL " K5" = 3 , 310 SQ . FT . LOT 8 DRIVEWAY TO 47 + 94 ON GILLETT RD . 204.00' - 0 3 - u 3> -� � c � O � , m O - 36.0' - Type N - 27 .0 - Type IV - 114.0' - Type IV - � 15.0' - Type N �- 12. 0' J T.O.W. 3 ly.s O 4.0' 4 ly.s O 5_5' S ly.s O 7.0' 4 ly.s O 5.5' 3 ly.s O 4.0' T.O.W, 8560--, 8556' Uxi400 uXtaoo I UXi400 I I I I UX1400 UXiaoo g555'4 i- 8560 I W I � � o.o' � � 2.0• ; Z � � ' ��-- i I 8550-� � __ _ - - I I I I F - 8550 �B.O.W. --- I �, 8548'8" - - - - - - -- - ---- - ----- �B.O .W. � --- - - I I I I / 855 00 i - --� � � ��_ � � -�-- .- 854 � � � ' � I � 8540 � I I � Fo � Hyara�t I , � � I I Wall Notch I I � C 8530 I � `� 8530 L . _ . _ . _ . _ , _MATCHLINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � I I _ � � I � ,�� i ss .5o� - m 858 � - � 8580 o � 0 3 30.0' - Type N -- - - -- ------- --- -- --- - 139 .5' - Type IV -- � � 3 ly.s O 4.0' 4 ly.s O 5.5' � W ux � aoo uxiaoo + � � r. o.w. I . 857 y 8568'0 j 8570 � ---- --------- � I B.O.W. - --- -�_-- -- --- T.O.W. 856 S� 562.8 i -- - - �� �- -- -- , 8556, !- 8560 I - -�� z ' �-_ _ � _� - U 855 I � 8550 B.O.W. 8548' Pro�xt Title: Pro��ct Ravlalon D��crlpNon � R E T E N T I 0 N � $o , W . OXFORD A�E . S P R A D D L E C R E E K S U B D I V I S I 0 N Numb�r �o , -9o -os -o4 Datse UNIT B Shs�t 9 OF 1 /25/91 Add geogrld Info. - ENGLEWOOD , CO 80110 VAIL , COLORADO 1 /31 /91 Mod'rfy walls as per RBD mod.e scal. � E N G I N E E R I N G �$003 788- 26�0 - - - - -- - - - - - - -- -- - - - ------ - - -- --- B�slqned ATS � 10�BYvl�wed roceived 1 /31 /91 RETAINING WALL PROFILES Dafa - - Earth Retention Specialists WALLS " K2 " , " K3" , & " K5" 22 DECEMBER , sso _ _ _ . _ __ _ __ 44 38 . . . r. .. . - � � . : . . , � .,, v.�.�, � � 4r r : - . . . . . � .. . '�� . . . . , ,k. , . . � . . � . . . . . „ . _ . . . ' �. � � � ' . . . � . . „ . - . . . . . . . . . ' . .. . . .. . • . . _ . . . . . . . ' . - • ' .. . .. ' � . . . ( WALL " L1 " = 2 , 555 SQ . FT. FROM STN . 47 + 37 TO STN . 49 + 57 FILL WALL — ALL TYPE I � 2so.so� o � 9. 0' 6.0' 190.5' 24.0' 21 .0' 3 + 31y.s05' 407.5 51 s • 10.0' 41 s07.5' 31 s05.0' � � UX1400 UX1400 UX1400 ' UX1400 UX1400 �o� c gb8 m � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8580 T.O.W. 8573' 4 Upper Terrace 857 . . . . . . . . . . 8570 � _ h o + 3 � � v B.O.W. w 5 8564' Finished Grade at Toe of Wall n 856 . . . 8556' 8560 —� 855 B. O.W. 8550 8551 '4 WALL " L2" = 1 , 530 SQ . FT . FROM STN . 48 + 19 TO STN . 49 + 41 FILL WALL — ALL TYPE II � 163. 50' — — — — --�' — � 12.0' 12.0' 109.5' — 15.0' ----�— 15.0' -yl 3 � 4 ly.a O 13.0' S ly.s O 17.5' 6 ly.s O 20.0' S ly.s O 17.5' 4 ly.s O 13.0' � 857� mc N UX1500 uX75oo Uxisoo UXt50o I Uxt5oo I _. 8570 T.O.W. � � 8562' I� °f _ Middle Terrace � � 856 � ,5 8560 y i T.o.w. �\ 8553'4 g gB. O.W. �p — f— Flnished Grade at Toe of Wall 855 �------- . �--- 8550 B .O.W. � 8548' 8540--' � � 8540 WALL " L3" = 965 SQ . FT . FROM STN . 48 + 43 TO STN . 49 + 30 FILL WALL — ALL TYPE III � - - i zs.00� - - - — � 12.0' 24.0' 66 .0' 16.5' 7.� � } 3 ly.s O 13.0' 4 ly.s O 19.5' S ly.s O 23.0' 4 ly.s O 19 .5' 3 O 13' 3 � UX1600 UX1600 UX1600 UX1600 UX1600 l 856 � a . � 8560 V « n m N T.O.W. _ � + 8552 ' � � Lower Terrace � c i 855 ! T.O.W. N 8550 8545'4 � B.O.W. � Fini�hed Grode at Toe of Wall h— 8548'0 —'�� � __--- � 854 8540 �B.O_.W,�. 8540'8" 853 8530 � pro��et TI}Ir. Prol�f Ravlalon Dsserlpilon Numb�r C01 -90-06 - 04 Dot�s R E T E N T I 0 N , 801 W. OMFORD AVE . UNIT B S P R A D D L E C R E E K S U B D I V I S I 0 N Sh••t '° oF , ,zs,9 , Add geogrid info. - ENGLEWOOD , co $o „ o VAIL , COLORADO S�a,. — � E N G I N E E R I N G �soo3 �28= 26po — -- , - - , o. D�atymd Rwl�wed ar ATS Br - - - - - -- RETAINING WALL PROFILES Data Earth Retention Specialists WALLS " L1 " , " L2" , & " L3" __ ,8 DECEMBER , s90 _ __ __ _ � 44 39 . . .. . . _ . . . ... . . -. : . � ��. . � . � . . . . . .�. . , . . ..:. � . _ . � .-... , . ..: � �: . . _ . . . ✓ ' .a ' . .i ✓x r� 1 `:��� � v .,��N i . � . . .Z_ Nq,. .. . . '_ . . . . . � . . . . . . . . . . . . . . . . � . . ' , . � . r�. : . . . -°X,• . . . '�� , , . . h�.' �� a - � '. i ).1 � . .F.. r1�, . . . . . . .. . i ��~� .. i:A'• � . . . � � � � WALL " M2" = 1 , 385 SQ . FT . FROM STN . 49 + 89 TO STN . 51 + 22 CUT WALL — ALL TYPE IV 862 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .—. .—. . . . . . . . . . . .153.00' . . . . . . . . . . . . . . . . . . . . . . . . . —?� . . . . . . . . . 8620 7.5' 6.0' 82.5' 21 .0' 24.0' �- 12.0' N _ N 3 O 4.0' 4 O 5.5 5 ly.s O 7 .0' 4 ly.s O 5.5' 3 ly.s • 4.0' No Grfd o + UX1400 UX1400 UX1400 UX1400 UX1400 3 v> v , c G W « 861 T.O.W. . cn . . . . . . . . 8610 - m 8604' + O1 Middile Terrace v y c .- 8600- v' T:O.W. . . . . . — 8600 8595'4 Flnished Grade at Toe of Wall _ � B.O.W. ��_ � — 8599 '4 � 859 � i . 8590 B .O.W. 8589' 4 WALL " M1 " = 3 , 795 SQ . FT . FROM STN . 49 + 70 TO STN . 53 + 54 CUT WALL ,� 274.50' --- ----- --- - � T.O.W. 9.0' — 24.0' - Type V - 145.5' - Type V 36.0' - Type N 60.0' - Type N — 8604' 3 O 4.0' 4 ly.e O 10.0' 5 ty.e O 13.0' S ly.s 0 7.0' 4 ly.s O 5.5' UX1400 UX1500 UXt500 , UX1400 UX1400 Type N Z _ _ J . 860 . . . . _ � . . . 8600 � . a � Lower Terrace + Finished Grade at Toe of W II — -- �B.O.W.� rn -- 8596'0" I c � I ,f _�_� 859 � I I _ _- -__- — I. . . 8590 � T. O.W. I -- - - - i 8�e� I -- ; I � ___ — _— ass - — =— �-- _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . ssso �o w. 8576'0' 857 I . . . . . . . . I. . . 8570 � - - - - - — - - - - — - - - — - -- --- — — — — - -- — � WALL " M1 " - CONTINUED FROM STN . 49 + 70 TO 53 + 54 I CUT WALL - — - — - -- — — 123.00'— --- - -- - -- ---- ----�' - -- 123.0' - -- -- --- — _ � 4 ly.e O 5.5' . - + UX1400 3 � v 862 . . w 5 ' 8620 � T.O.W. 8618'0 Lower Terrace 861 T.O.W. . . . . . . . . . . . . . . . . . . . . . . . . . 8610 8604' �� B.O.W. z 8606'0 � 860 � . . . . . . . . . . . 8600 � B.O.W. 8596' 859 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8590 Pro �ef Tltlr. Prol�or R�vlelon D�serlpfion � NumMr (' o - �} ' � - n ��_ Oaf�f � RETENTION � so , W. OXIFORD n�E. SPRADDLE CREEK SUBDIVISION UNIT B Sh��� � � oF 1 /25/91 Add geogrid info. � E N G I N E E R I N G EN GL E WO OD, �o s o „ o _ V A I L , c o � o R A O O _ 5�a�. .. _ , — 303 788- 1369 �800 727 - 2600 I IL� �ilgn�d ATS �vbw�d --- -- -- - - -- RETAINING WALL PROFILES -- Earth Retention Specialists WALLS " M 1 " , " M2" , & " M3" °°}' � � �� � � 44 40 . . . _ .� _ _ — '_ . . . , . , : . :.. .. . . .� ... � _ — . _ _ . _ . — _ _ _ . . . � y , — _ — _ . ... . . . . _ " � . .. . � r . , e - - r . ' r . .. . -. -•_v - _ .'i . -. �! . . . , . . . . . . . _, . . . .: . . , . - , - : . ..� . . .. . . . : - .. . �. ? . . a ' :a . . .. . . . � •L " . . i . . . . � . ,. . - , - . ,.. . . . ; . . - . .r. . �-. .. � ;... . . : . _ - �:. . :. . . . . . . . � . � . .:_ .. . � . � . - . - . . . � � . .. . _ . , . . . , - � . � . .. � , � . � . . . . . . . . . .. ' . . � . .. ., . . . .. . . . . � . . � � • - � . d � . 4t .s S , i � . - . . , . . . . � . , � � ' � . , . � . ' - . � - . � . - � � . . � . . � . . . . . . `a - - . . . . � . . � � 1 WALL " P1 " = 860 SQ . FT . FROM STN . 56 + 42 TO STN . 57 + 36 FILL WALL - ALL TYPE I — � i � .o� -�' 865 ,p r- 8650 — 30.0' — -- 63.0' — t g.0' '� I 3 ly.s O 5.0' 4 ly.s O 7 .5' 3 ly.s O 5.0' 3 ,� UX1400 UX1400 UX1400 r c N W � j � 864 � � 8636W 8640 p G 1+ � T.O.W. � 8630' _ � �_` 863 ��-� -` � fl630 Fnished Grade at Toe of Wall B.O.W. --...__ — ---- - --�- 8630' L B.O .W. 862 8624�' � - 9620 WALL " 01 " = 1 , 880 SQ . FT . FROM STN . 54+ 69 TO STN . 56 + 82 CUT WALL - ALL TYPE IV — — - -- -- - - - - - -- — - ----- - -- zi � .so• - - -- -- --- � 3 ly.a O 4.0' -�F--- - --- - — SS.S - — ---- --- --- 57.0' - — - — -- 33.0' — 39.0� c� 33.0' — --- - ---- -- -- - -- _ ao � 4 ly.s O S.5' S ly.e O 7.0' 4 ly.s O 5.5' 3 ly.s O 4.0' � , ' UX1400 � UX1400 , UX1400 UX1400 I UX1400 '� I� i I � c i � i T. O .W. 864 8638'0 � 8640 i � °� ----f � - 'O � _�--_ 3 + � —. _ — `r - --_ ss3o- ` � — ----- -- _ e.o.w. as3o � y __ . _ _ -- 8632'0 � T.O .W. - — -- - --- 8�� � � __-- -- -- ------- - -- - - I L � -- - - -- _ — � II 862o-- ------ -- — - _ - - - � f 8620 �I F - � e.o.w. j 8615'4 8610-J ' � - 8610 ' WALL " N1 " = 1 , 510 SQ . FT . FROM STN . 51 + 65 TO STN . 53 + 31 FILL WALL - ALL TYPE I I --- -- -- -- -- - -- -- - -- - - - ---- ----- 171 .00' -- --- — -- — -- ---- - - -- --- -- --- _ - 27 . 0' ------� - - -- - 72.0' -- 36.0' — — 21 .0' - - 15.0' - � _ n 3 ly.s O 5 .0' � 4 ly.s O 7.5' S ly.s O 1 0.0' 4 ly.s O 7.5' 3 ly.s O 5' 3 M UX1 �00 UX1400 UX1400 UX1400 UX1400 ,� C � 861 (3-� I I v� 8610 I T.O.W. � � I 8604'0 � � . _ `° I 860 _ "' II � 8600 c i I —_ _ � I � T.O.W. I nished Grade at Toe of Wall - -� 8591 '4' _ -- —'�-- - - B.O.W. --f-� 8596' 859 ----- --"- - -- 8590 � B.O.W. --- - - - 8580--' 8585'4 i 8580 Prohc1 TMIr. Pro��o} R�vlalon D�scriptlon � R E T E N T I 0 N � 80 , w . oxFORa a�E . S P R A D D L E C R E E K S U B D I V I S I 0 N Numb�r �o , -9o- os - o4 — = o�+.s ___ �_ _____ UNIT B sn..t � ? - ENGLEWOOD , CO 801 1 0 VA I L , C 0 LO R A D 0 fii1 OF _ 1 /25 91 Add geogrid info. � E N G I N E E R I N G �aoo3 �8,= 260o S`°'. , �. , ° � ---- -- ----- -------- - -- - --- - - - - - -- — - - - --- - -- _- -- - --- ., y�. .v .w.a BY ATS BY - - - - - - ----- — RETAINING WALL PROFILES oa+, — Earth Retention Specialists WALLS " N1 " , " 01 " , & " P1 " _ �9 DECEMBER , 990 _ 44 41 , , ....P * � _ .,.. , : :�. . . . . .n. ;a'. ;ti . .i. , �. r.».�,., ,F"_. :.-k•. , . .. _. t - • • . . . . _ . . . . � � � .. � � -. - ... . . . - �- . . . . � ,. � . . . ' " . ' . - . - �r :. . . . . . ._ . . . . . '* .. , . . . . . . WALL " Y1 " = 1 , 770 SQ . FT . FROM STN . 1 + 67 TO STN . 4 + 55 CUT WALL — ALL TYPE IV zas .so� --�+' n - � 13.5' 105.0' 91 .5' 76.5' 3 + No Grid 3 ly.s O 4.0' No Grid 3 ly.s O 4.0' UX1400 UX1400 '� � w � T.O.W. 8514'0 851 _�-_--- 8510 -___�_-- _ - --- B.O.W. _ � _ __ _—__- --- 8509'4 o � -----_-_ 850 � _ y. �� 8500 G -- ___ 0 ++ ��-�� 0 V7 _- T.O.W. ---- --- - 8490' ---- -� I - --- 8490--' __ - - ----- 8490 --�- ------ e.o.w. WALL " X1 " = 3 , 200 SQ . FT . eaas4 ROSE LN STN . 3 + �2 TO GILLETT RD STN . 41 + 61 FILL WALL — ALL TYPE I � � -- - ---- � � 244.50' � � 211 .5' — --- - -- ----- --- 12.0' 21 .0' — - � 5 ly.s O 1 0.0' 4 ly.s a� 7.5' 3 ly.s O 5.0' 3 0 � UX1400 UX1400 UX1400 i �° c " i W + T.�.w. � 8508�8 851O-� N 851 0 � � -1 _---- � — — i I - ' Finished Grade at Toe of Wall _-----_— . 8500- -' -- B.O.W. I T.O.W. ��— -- 8503•4 8500 � 8f 4g4��' - ---- ------- —. � I _ _ - -- - --- --_ 8496 -J — — --- � _ _ -- — � z — -- - -- - ----- -- I _ � ------ — I � 8490 U I — � B. �.W. 8484' � . — • — • _ • _ • — • — • _ • _ • _ • _ ' _ • _ • _ • — • _ • — • — • — • — • — MATCHLINE—. . _ . — . _ . _ . _ . _ . _ . _ . _ . _ . — . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . _ . � 5� 81 . 00' 850 „' 8500 � - �° I�- 21 .0' -- 60.0' — T.O.W. 3 3 ly.a O 5.0' 4 ly.s O 7 .5' 8494'0 - � � o UX1400 UX1400 m � , 1� z 8490--I M T.O.W. j I = 8490 � �c, 8485'4 v � � � - - ----- - -- - - - - --_- I B.O .W. -- - - - - -- - _- WALL " X2" = 1 , 540 SQ . FT , s48o--� e4s� 8480 - - -- B. O.W. ROSE LN STN . 1 + 97 TO GILLETT RD STN . 1 + 97 aa�s'a FILL WALL — ALL TYPE II -- -- - - -- - - - - - - — — - - - _ _ _ — -- - - - - - -- - -- - 213.00 ' --- - - - - - - --- - - - - -- --- --- - - - _ -- . _ -- - - - - - - - -- - --- - - - - - — 21 . 0' - 27 .0' -� -- -- - 48. 0' - — 108.0' 9.0' 3 ly.s O 7 .5' 4 ly.s O 13.0' S ly.o O 17 .5' 4 ly.s O 13.0' 3 O 7 .5' T.O.W. � UX1500 UX1500 UX1500 UX1500 UX1500 8509 ' 4 851 0 8510 � o � � _ 0 3a o � - 3 � -_� ---- c o � � - - --_ _". --- w - vrn -------_— ---- B .O.W. � __�-� c 85D m + T.O.W. I _ _y� _-r- $504' . ° 8500 0 ��- N �c,' 8495'4 �,-- - - - + N � - . _ _ _—'—__—�— C � 849 B O.W I 8490 8490' Pro��ei TNIr Pro�sct Ravlslon D��crlption � R E T E N T I 0 N � $o , w. oxFORO A�E . S P R A D D LE C R E E K S U B D I V I S I 0 N Numb�r i �o , -9o-os-o4 = o�., _ UNIT B Shs�t � 4 OF 1 26� 1 Add 9eoqrld Info. - ENGLEWOOD, co so „ o VA I L , C 0 LO R A D 0 5�a,. � E N G I N E E R I N G �8003 �88= z600 - --- - ---- - --- -- — - — _ - - _- - - --- --- -- i ° = � a� ss fln� w �w• . BY ATS BY - ---- -- — - - ----- -- RETAINING WALL PROFILES -- — Earth Retention Specialists WALLS " X1 " , ", X2" , & " Y1 " ��� _. - 23 DECEMBER _ 1990 _ __ 44 42 , . ' � 1 ' � .:, .� . :r,. - � ..� . . r ,;, :r � . _.. .. _ •. :.. . . - .. � . , . .* . ..� ,�� - , ' � �S- h :'. `(: . �V '+V �2-. !1 : _ tl Y i4 J _ i5�� 4: $.�i. � A•'• �^V • J � 'i . l: . t '! . +ac ' . �r•� � .p' w. � '• 1. �4 . R • �,\ i fi i �. �. ' li � i•r• :'a. . ':! ' . ti ti . . r . 'i/. P � ...F v' � � # '� . . ,r. w,.. 44.° .r. s . G . ,'�j irke . �^Ct ..' ,.i• � �c i - ve.� � .R .� t.Mr rE` i � . n � . _ , , . . .. . . . _ ... . _ , . . , . , . ,. . . � . _ . . « � . .. . . .. .,. r ; • w , ` '. -.... " ' .. „ }Y+� • . � . .. i .'ii�� . i�., , � 'a �".w_. . E ' . �•t . _ . . . . . . � ..a . r rt.c .Y+.. i e- t . .. r� , i'F � t .Y : '2�.. i � . '�' ,.., . . w a J: r . . n '2 1 ,�. N . - .. � :r . \ � ' � f �1. i - . r '( f:' 1�`. . . , . . � - . .� . . . . ,. . .... . . . .. , . . . . . , . . . . . t ... . . . 4 • '��ct a� . J .'• . ... � ri�. .a a *f ':��� ti , e �•v�, . . . . . 1 " � ♦ . . . � L . . . . . . n . .. r : . :# - . . . i � . .. • , . � lf.e. . .. . . � : ' . l .Y= �' :r��:'A .- e � . � . � w.— . . . . . . . n .. . , � . k � „ Y , . F. .. . .. .. er .,. . . . . � . J� � , . . . � . .� .:4.t�`.'� . �' .r � . _ '1 . . . . 1 _�. . . . �. = �' -a.. � ,-s� . - ,n. . '�• � I . . . . . , .. r - .� r . . 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' . . . . . . . . . . . . .. . ,� �'r� � _ : :. . . .yNi''� .r 1.::- . . . � . . .� . . , . � ' . . � .. . . . . r . . ., �� . : , . . . . . . �u , . . � . .. 'W' i. . . , . r .. d� . . . - . . . � .�. . o� . '. . f. . . � . . , . . . . . . . . . . . c . . � . . . . � . .. �. . .- :r . . . . , . . � . r . , �. � . . � ' . }- .' -. . .. . . . . � . . , . . . . .. . . . ' � . . . . . . . . , . , , . , . . � • .. . , ,.,. , �r. � . . . . . . . .: . . . . . . . . . . .. - - . . . . � . . � �. �, .. . , . . ' . ' '" -:. . � . ` . . . . � . . . . : � - . � �. . . . ' . .. �. ' . . ._ . '�. . . . . ;. . . . . . + FILL WALL SECTIONS �'ALL SECTICNS SINGLE TERRACE TYPICAL SINGLE TERRACE TYPICA � Ro _a_d_wqy . - - - � � � .. �� 2� � \�1 � F�- Length = 9 . 0 � � Length = 8.0 ' ' - - - - - - - � - � - - - - - - - - -�-�-�-�- - - -- - � - __ __ _ _ _ _ __ _ _ _ _ _ _ I � _ -�- - -�- - - - -�._- -- - - _- T - --- ---_-- -.-- ---- Grid: UX1400 - - - - - - - - - - 8 � 8 �� IYPE I WALL Grid : UX1400_.__.__._._._.__._._.__. 8� 8° 1YPE IV WALL I U er Terrace �� - ---- ----- -�- - - -- -- ! UPPer Terrace II - -- ------ � PP t ------ - -------- -- - -1_ __ _ .__ .__._._.__._ _._.___. Rogdway . _ DOUBLE TERRACE I �' - , ?� � � OUBLE TERRACE ��1 _ _ _ _ _ _ � � Length - 8. 0 ' �-- Length = 9 . 0' _ ----� _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � --- - - - - - -- -- - - - - - � -- � � - - - - - --- ! T �-- - — io ' - -- --- ' ; 11'PE IV WALL -'-'-'-'-'-'-'- - - -'- -'- - - - - I (n Grid : UX1400_._.__._._._._.._ _ _ _ I 8 �8� ��d: � �X , 400 e .� ! � NPE � wALL , _ _ i � , I'i °; Upper Terrace i � - - - - - - !4 - 6 ' - � ! '� ° Upper Terrace _____._._.__.__ _._ _._ ; � i ° ; � I , � � 1 _ -___.__ __. ._ _._._._._._._ I � � ' � - - -------------___ I � 3--- - � i � - : - -- 3;0,. 20, 4, .n `� - � t I , , �. � o _ _._._._._ _. ._._._ - - - 1 S,. � i - p — Length - 12 . 0 ' L- � �-- -- -- - - - --- - - - - _ I - — - - - - - - - _ T} . . . .Y. . . . . � �' . . . . . . . . . . . . . . . ' . . . . . ._. . ._._ ._. . . . . ._. O I I � , � 'i _._ _.—. .—.— .—._ .—.— .—.— ._.—._._ ._._ .—._ ._._._ S L � ��d � � � 500 --- - -- ------- - - -- -- - -- - 8° �°� TYPE II WALL , �8., _ �fYPE V WALL - - - --- - - - - 8 ', �, - - - _ ___ ___ _ _ _ _ __ .. _ _ 8 � ' = Grid : UX1500 ; , __ _._ __ ___ _.__ - _ _ __ _ _ X i _._._ . . - - - - - - - _ _ ..._.._ i o Lower Terrace L - � � Lower errace � I � �_ _ - - -- - -.-- -_ _._ _ _._ _ _.__.__ _ -� ; ength = ' 9 . 0 ' - - - -- � — -- ------ ----- - -- ----- — -- - -- -- - - - — -- -� - _ � �� Roadway _ - - -- -�. TRIPLE TERRACE I -� � _ TRIPLE TERRACE �1 � I-- Length = 9 . 0 ' - - - Len th 8 0 g -- -- -- - - - - - - - - __ -- - I - - - - - � - -- -- - - - - --- - - -- --- � - -- - - - - �- _ _ _ _ -- -- - - -- - - -- - ----- 'i I __... _ _ _..__ ___ _ _ _.__. , _ _._._._._._._._._._._,___._._ _ _ ! � �- — 10 ' — �--� I ���d �X , �0 8'�- TYP E I WALL ���d: �X , 400___ __ _ _ __ _ __ _ _ '� 8�8• TYP E IV WALL I _._._._._._._._._._.'._._._._._._._ — 6 ' -� I I ' E Upper Terrace , Upper Terrace ; � � - �--- -- --- - - --- --- -- --- j � ;� --- - --- --- -- � � � � � � -- - --a-- T ; -- - - - � - � � , _- � 1 I I U , _ _, i 3�p~ v�'i - - - - _._._._. ._._._._._. __.___ __. ° ' �' � �� r � � �— Length = 12 . 0 ' - - ' �-- o �_ _.___ ___.___._._._ . . . - - - - - - - - — - I � � - - ----- -- -- ---- - - - - --- - -- � � � ---- - -•---- -- -- - ---- --- -- -- --- --- --- --- I � a� � ' ____ 8�8- ' �� �� IYPE II WALL I-� — — io ' — - - - � Gnd : UX150Q.- - -'- - - -- - - - -�- - - - -- -- -•- - - -'- - '-- - -- 3O o � 1YPE V WALL I I ~ � _ . _._._._. ._. ._._ _. 8 '8" 32' 0" � -- -- - --------- - --- ---- - - -- --- -- - -- -- - - — 6 ' � i o Middle Te � race Grid: UX1500_._._ -._._ _.- - - - - - - - -_ __ _ - _ - �-- -- -- - -- --- - - - -- -- --- ---- - -- - --- - ------ - �� —�-�- � - - --- -- ---- -- - -- ---- -- -- I � ° M i d d I e T e r r a c e � - Len th 19 .0 ' - � 1 I . - - - -- - ',I -� -_ - _ __._._._ ___ __ _._. ._.__._._._._._ _ - � e = � E _ �_ ^ - — � .., 3 -- _ - v� - 'a� � -•- - -- - - - -- -- - - - - --- --- - -- - - - - - - - -- -�- - - - ---- - - -- - --•- - � � � I ' 3��., 2 � E � — - - -L- - - I E � -- -- - -- - - - - --•--- -- ---- --- - - - - -- - -- - - - - - - - - - - - -- - - -- ° _._ Length --- 12 . 0 ' _. ._ � � Grid : UX1600 8 '� � IYPE III WALL � a II - - -- - - - - --- -- - - - - - -- - - -- ---- ---- ----- ------- -- - --- - -- I i Lower Terrace _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ i � . _ _ _._._._._._ __ _ _._._._._ _._._ _._.__._._ _._._ _ __._._._ __ _._._ _._._ _._._.____._._ _ ; Grid: UX1500 a'8" �� lYP E V I WALL � --- - -- - - - - - - -- - -- - - -- - - - - - - - - - - - - - - - - -- - -- ---- - -- 1 - - -- - �- - --- - - - --- - - - - - - - - - � I Lower Terrace �- - — Length = 26 . 0 ' - - - - - - - NOTE : GEOGRID LENGTHS DO NOT I INCLUDE LENGTH OF GEOGRID _ _ _ . _ . t _ __ _ EMBEDMENT INTO THE BLOCK . Pro�aci Tltlr Pro�act Revlsion Descripilon � R E T E N T I 0 N , so , w. oxFO� RO A� E . S P R A D D LE C R E E K S U B D I V I S I 0 N Numbar �o , —9o — os_- o4 oa�.s UNIT B She�t +1_ 4 OF _ __ _ _ __ _ __ 1 22 91 MODIfI' SECTIONS_ - ENGLEWOOD , co so „ o V A I L , C 0 LO R A D 0 - — -- -- - � E N G I N E E R I N G �8003 �88= 2600 _ ° 9 �— = aWed - - - - -- — -- -- - - - - - - _ -- -- - - - - -- - - - - � � � � 5. - - _ __ _ - -- - — � - Desl nsd Rwl By AT5 BY - -- - - -_ - ---- - - - - - _ _--- - - - - - -- - --- - Date Earth Retention Specialists TYPICAL SECTIONS _ _ _ 24 DECEMBER , 990 44 43 . , . ' � � . . . . _ ww...,.w.. > . :. .. ..„, .o .. .� . .� w' . . +m � . . S�n : f�?i1°A"' m�. � �rF- .fi '!4�'P r`�. 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SECTION AT " B" '�'VA � '� r� I� Ei�JCH � RAI ��J DETAIL SHO '�"JING GROUT 8c COf��JCRET � P � D RoadWay _ _ — , __._ __ __._._._ ___._ _._._ , o' � � _ - - - - - - -- -- - -- -- - - -- - - ---- - - -� -- - --- -- -- - - - - - - - WALL " B1 , - � - _ \ 1 1 /Y - Crushed Rock ._._._,_ � :. . �� `-•-'-'-'-'-'-�-'-'-'-�-'- -- -_.-_.-._._._._._._.__._._._._._._._._._._._._._._._._._._._._._._._._._ WALL � B2� Positive Draining 4"� - Perforoted P(pe � � 1 , J I I I--f t . . -- - - -- - - - - - - - - - - - - - ------- - - - - - -- - - --- �3'0� Min. ' \ , I Aroa of Concrete Grout � � � 4 - Rebar -� I Concrnte Leveling Pad � � 2 5 \ � I Pro��et TRIr. Pro��c} R�vislon Deacrip/1on Numb�r �C01 - 90- 06 -04- - - - - - -- - DaT�a � RETENTION , ao , w . oxFO� RO A� E . SPRADDLE CREEK SUBDIVISION — --- -- - -� -- — - - ---- - UNIT B Sh�af I15 OF__ ______________ 1 /23/91 MODIFY SECTIONS - ENGLEWOOD , co so „ o VA I L , C 0 LO R A D 0 s�a�. � E N G I N E E R I N G �8003 � 88= 2600 ---- -- - - _ _ -- - - - - , . = 5. -- -- - - - -- - --- - - - - - - - . _ _ . . .- - -- - - � � - - � - - - - � - D�siyn�d —� R�vl�w�d I - - - - - - - _ - — - - - — - - -- - - - - - — -_ _ - — G E O G R I D S C H E D U L E & ' B� ATS `BY___ � _ _ _ _ ___ _ _______, Date _�24 _ DECEMBER 1990 - - - - - - - —- __ _ Earth RetE: ntion Specialists TYPICAL SECTIONS , 44 44 , � � _ � . . � . . . _ . , � � .�. ,