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HomeMy WebLinkAboutLIONS RIDGE FILING 1 WATER, SEWER, ROADS.pdf a _ i , , i 1 { _ r r — , - t , 1 • Y TRACT C F_ I10 �-A /Q - goo /o goo � , , ,i ,r , 4 : .. JV 7" E R,5 TA' T"E- 70 , , r. , r � c, __ ___-_'.---____..-_.-._._.__-_.--__.-.___-.._...-. .-._-._T_-__...�..-..._,-.�_�.,_.._---'-_ _-_'__._.__-._._.._-,_--- _ _�..,-..� '--'_-,-----�..,�.�.�,,.-�.-r_-.-___......��_«...-.,.-.,.,.:..ter•,••-----•-•--.-.-.--..:_- '_ --• ''^,---"-.__�, ..'� '_ - ,. - - - �, .. - - _ _ iw rERsrArE 70 - - r L ,W W,4-15,3 W,4-15,3 • ,Proposed U pew F- Q9/e Outra/l Sewer- T,unk&ileA,. , � ` � 1; � � •.0000 .e 4 A)V A1,4_1 505 of,...TRA- C T A, i- \` s 1 �• -- � \ \ �, �' ' i . . _ � ' . � � �� , • � �, ' Ply' o L�•�Semen � � ..- �\� - • � + _ \ I`,�6►� . .. ' - - ., .�� \\-\..x,11 -.. ��. '�,' ' f` [ 8`: 400, t 1 � r R A. �' c� :. �� . . � , \ c • N • �-asem end • � R� - � F for cor���r�ua�ion • . � -. , . , _ see o.,o v e 10 - 400 '� /O - 4 44 /O - �8D - Q'. � ..: �: l r — . , , • / f: of Lr .. r�3-��.f"'-'- _ _ F •. / - ,- _ _ - 1 A q , , E l ER ,S 1-A r 7C7 — --_� " ,. -- ., x EAGLE COUNTY [DEVELOPMENT CC)iRP. . - VA 1 L , COLORADO • LIONS RIDGE DEVELOPMENT GE SYSTEM. o 1N �' E R ,�, �'A T _�� ; , t • T :f , _ - i 4 R ' I A TE E LLI RS• R R I O AR ARCHITECTS-ENGINEERS-PLANNERS DE R COLORADO r RAW N DATE sH. OF D . � . JO NO - Y. APPROVED ':.... _ 4 8500 -� 8/89• _ 820Q 8250 / 8!00 83 \ OQ \ 3�0 -----_ —� 8400 40 \ / w i 84 aO x 7 8352.0 8450 = = ;- 8a � 8450 ° 8400 8521, o � 8300 ix _- . 8/75 _ 808 830 1 - \\ 8240 --------------- t , ` x' S V 815 10 _ \ 8132. 0 8097: O 8 X - 5 8100 ��/ ,\ 8/25� _ 8075 100 O 100 , 200 300 400 800 — 8050 i 8075 J LIONS CAG , � BOUNTY DVEL©'MENT CoK� ®..� RIDGE- B _ _-__ - F, -jI LOPS CARTER Pkt?ISTF.R ASSOCIATES, I NC* fJ l\IVEFt, C©L,,,O�t,e�i 0 1 ARCHITECT'S eMGINMe5kS • (PI_.ANNERS — DeNVr-Pts COLO. 6 20 - 69 I 8 t 36.42 A - 3 1 A - 1 6" VCP SERVICE q- 2 , 140 Q� 0 1922 Al 6 VCP SERVICE X 30 AT MANN LE X 30' �� 4 t 47.92 6 VCP SERVICE X 30' M.H . 10. 7 SANDSTONE 8��- 365 � �� DRIVE M.H. 10. 10 R = M.H'. 10.9 _ 900 4086.93 ° 8 260' 8 -- 281.32 8°'-609 , R= 418.52 ' C M.H. 10.8 ° // // I A - 4 37 66' M.H. 10.6 BL OCK A A _ 5 M.H. lo. 8` "3 43' 0 0 2• q - 7 � � 6g .\2 R, 17 � B- 7 `� , A _ 9 ` 15 * 30 8 a22 . I _ SERVICE BY R= / 100 50 0 100 9127 A 6 � . . . , 1 1 8"C/P SERVICE q _ 8 6" VCP `SERV/CE X 30' �111426 IOWNER(A-5) ° ` SCALE : FEET AT MANHOLE X 38 / 6 VCP SERVICE X 30 I M.H. 10.4 W / /04 1 /5 8�� - 365.26' pRl B - 6 �- ' 1 o 6„VCP SERVICE IE R= 7.60 ° �� , \ 1 LIONS RIDGE % 8'', 1 X 30' 8 - 430.4 13 + 65 � B --5 � I NOTES • L pOP 268' �\• M M. H• 10.3 R = 376.5 3 6 VCP SERVICE X 30''� 1. SEE SHEET JQ , \ ' FOR STATIONING M. H. 10.21 R'4 B - 1 / _ 1 � \ 2. GAS LINE AND SEWER LINE 0 �� � �/ // \ � CROSS IN THIS AREA. SEE BL OCK B M.H. 10. 2 e / NOTE 2. 33�,, 4 �t21 B - 2 1 \ 6 VCP SERVICE \ 1 B - 4 Ila uu BLOCK C o M.H. 10. 1 z2t77 , , RE�VISIORIS L DOU�J°S 1�50 � W6%� � � 0 6 V,CP SERV/CE \ N0. DEECRIPTI( �'J BY ( 0 � ' na (IN USES \ z o \ SEWERAGE SYSTEM AS CONSTRUCTED Z B-3 \ SEE SHEET M. H . 9 \ aJ► EAGLE COUNTY DEVELOPMENT CORPORATION ` SF ` 1860 LINCOLN ST. DENVER , COLORADO 80203 - 'Q�,4p ° -� REFER TO ORIGINAL DESIGN PLANS Fa SPECIFICATIONS BY: M.H. I0 M.H. 10.5 PHIL LIPS -CARTER-RE/STER f A SSOC/A TES, INC. M . H . �%� d' M.H. 10.6 PREPAP ")PER 1970 DATED 8-25 -69 SHEET 00 '. L ion ~- r 1 .. 4 A y IOU L�r fit 4 1 • CID Ura fa Aj F4-w1z 61 1 i A E.., U ` wiz F � Ha � aVaiv�i 6s7 C� o i 4 % I r , I - • k .. - `..� 1 1 �j✓ PLATE 1 • PLAN • PROFILE•F.A.S. . t• CLEARPRINT PAPER CO.,S.F.CAL. —--- — - - NO.IWDH-1 y: t I I l i I � f&� V-I I - I i / �� TERMINATION , 100 50 , 0 100 A I ' A 2 I' A 3 POLE SCALE FEET � �,� �'�� I'� % ( HCEA) I - O 91 _ _V _6 - 2i--_ _- -- --� - - _ J _ jE - �.► 8- 7 �- 25 / _ 20 S A N D S - V-8 I I A - 4 � � 1 TRACT' A I \ \\ I I A - 6 \ �A -7 I I L0 li I BELL REINFORCED WITH io '�So \\ \\ V-10 I / �� \ �\ TWO STEEL RINGS. B 45 ,4 \ \ \ / -7tj .'�, !'v mot. '•n. s,. 1��, y,:+y Nr 403 Q rv'A \ \ \ �� N N N MTN. CABLE ~ ..."�-�' \ \ BELL i 4 DIA. 64, O —� \ \ / RH `i � 6I�II \\.\���� :�- - - - - - -}—j- -F t TYP \� - V_9 1 J \ NO ,�8, MoD _\ TELE. res.) _ B— I \"a ,/ c� � ���{+YLJ �:•�1r�:ti•,S i"•7:i4� v`, 'i+`4'i5°f;` .i . t :f}7 . MATCH Sr rrr 384 ` � , 2� ( J �\ \ ,� o 6 mft..,a I B - 4 LINE ._.. - ,5 O 1 \..4--V-5 R B HCEA H C E A I 419 7 0 \-Ed - --- v - 13 C 1' a �� - ° T/4'AG' ,o /',' `\\\ ,� DUCT SECTION 6-6 DUCT. SECTION A-A SPACE ASSIGNMENTS LOOKING NORTH•& EAST \ \�i ¢ 1/2° DRAIN TUBE B - 3 \ 4 x 4 CONDUX • I (FLEXIBLE PLASTIC TUBE) i PLASTIC CONDUIT INSEOTED T.V. PEDESTAL / INTO CUT SECTION OF DUCT & GRO UTED OR VAULT • • � POWER VAULT _ ;T o E R V / C E ROAD I — 70 3" FLEXIBLE PLASTIC CONDUI f PLAN ELEVATION I - 70 - POLE EXISTING HCEA TYPICAL 3" TV SWEEP p OVERHEAD 3 0 _ 777,a oc i O Power Vault ( Holy Cross Electric Assn.) L /O � 4' dia. Opp® ®"' '-- O T.V. Pedestal 10�� dia. � MATCH Telecommunication Inc. 0� 42g - -____ _ -� e IL/NE A T.V. Amplifier Vault ` 24" dia. , V- 16 '��� _ `r 373 ❑ Telephone Vault ( Mountain Bell ) �amanam .,,�_ /6'� ■•••••• 4 x 4'1 concrete duct DIP POLE OVERHEAD V - 15 Q �`"°'°�.�.. NOTE • ._ buried telephone cable 4 I. BETWEEN VAULTS V -6 F� V-8 . . - ..-T.V. cable IF NEEDED BEFORE �' HCEA USES UPPER LEFT DUCT. EXTENSION OF DUCT �,..�� � �. ii�oi V- 14 TO WEST 2. H.C.E. A. - HOLY CROSS ' - - - ELECTRIC ASSOCIATION. \ ` \ REVISIONS (�S0 10k�N E a� AO O L NO. D ESC R1 PT IO N BY l� POWER , TELEPHONE F.4 El El - - - - - - - - - - -- - - - - - CA6LE T.V. SYSTEMS SERVICE ROAD AS CONSTRUCTED ~�r T — 70 EAGLE COUNTY DEVELOPMENT CORPORATION 1860 LINCOLN ST. DENVER, COLORADO 80203 1 - 70 REFER TO ORIGINAL DESIGN PLANS & SPECIFICATIONS BY: MERR/ CK F COMPA N Y PREPARED OCTOBER 1970 DATED _MAY. 1970 SHEET 76 t 2" 90° • WOZDELL 211 MW 2 W II it � 2" WELD 211 MW I I .- m.. .� I ' I CAP �� A _ I � I� A _' 2 II � A _ 3 411 � I SERVICE i w •' , 11 I 4' SERVICE SLEEVE I 37.5' SLEEVE - ..� o�i , 2 MW X 80 / 411 SERVICE O i 1 E E V E 19 9.0' _ __— -- / = ++� % -01. 21' 11 SLEEVE _ -- M.H. 10.10 SHI ..�.�►..�woa&- ' . - �` B-7 2 M W 100.4` r ._ - - - ___---�-SSW ER- �+, ►' ` , '• .++ '' , ,, /O R I v o�� \\ \ ,, •_,....---- "". - - + , .....•.•+...1.+ `' " +" M.H. 1-9 I S H_.._) A- 4 000l \\ \\ 21i WELD TEE _ I SEWER � r �ti'" --•----"" ' r _.__--- - -' 0 R I V E I I 11 1 II I� ,�.....►+.""+ � \ \\ \\ � _,,.r 21' W E L D - Q N DS T 0 N E _,., 4 a �i 12 M W X 1 009 ti 4�,�•►'�" \\ �� B_ 6 \\\ \\\ �� CAP �- s . . .... \ TRA C r A I -- - \\ �� ► I I A - 5 ',�'i� �` \\ \\ \\ 211 mw \ \\ I ► A - 6 \\ \ A -7 1 I I \� i B - 5 A - 9 \ „ W � 2 M _ X ►518, V A I Isere SEE NOTE I. �� 100_ 50 0 100 4" SERVICE SLEEVE /�! - 1 \ \ \> SCALE FEET // MATCH LINE 2�8'S ,.o''°� 1370 M.H. 10.21(SNr- �� B- 2 \\ \ B - 4 u Mw X oo<s SEWER 1 \ \ �_.._ ++++ \\\ 680 i �� �� ' GAS LAMPS rRAC r r�Cfi 411 X , 2 MW WELD \� \� RED ,n , �� / NOTE : �-- ,� B - 3 I. GAS LINE AND SEWER LINE 4" MW 1, ? CROSS IN THIS AREA. 1 4" MW \ 10 411 WELD TEE SERVICE ROAD , 20' 4 Is 1 - 70 0 RED SANDSTONE ROAD CONNECTION / - 70 1 Li. 4„ ® . MATCH LINE 0 � -- `°���+���►���/�_ — MW -X-__2. 83'...- _ ®""_ E/w P L 111 �y P. L 4 ROCKWELL =----- VALVE �"_��+ 4► 4 MW 8' '� WELD TEE 11 a 4 MTV E/W P L. 411 Mw 9# ANODE 411 WELD NECK ,..RAC �' ` c" 411 WELD EXTRA , - FLANGE CAP �4�- 21 - 4" WELD ` \ 4 B ANGE REVISIONS L � 0-11 H °� n WAHL NO. DESCRIPTION BY NATURAL GAS SYSTEM AS CONSTRUCTED Am � EAGLE COUNTY DEVELOPMENT CORPORATION 1860 LINCOLN ST. DENVER, COLORADO 80203 REFER TO ORIGINAL DESIGN PLANS & SPECIFICATIONS BY: - PUBLIC SERVICE COMPANY OF COLORADO PREPARED OCTOBER 1970 DATED MAY, 1970 SHEET 15 d i f i •Q j 1 1 i V V CULVERT DATA M i7+� 0� CULVERT NO, o N0. SIZE LENGTH F. L. IN F. L. OUT 18'1 CA P W/DROP INLET + S\Ci ;P.l. 0+80.00 d - 5+40- CULVERT NO. 14 cv 14 18 53 ` 8241.5 8233.3 &° 2 18" C MP W/DROP INLET 1 OA 1 , 15 24 48 8235.5 823010 -- Y -- --�P.1. 8+08.42 MI h „ L 0� 1 o OC o l5 j� ,/' OG� �` �p0� i6 18 ' 48 - 8239.0 8234.0 I _ { ? O ' i p � P13+02.10 4 Ok T �g_0o .I -Property Line. �, TRACT 'A" °' �0 �)QQpp i y. CURVE DATA { CURVE RADIUS TANGENT LENGTH DELTA DEGREE DA 65.00' 65.00' 102. 10' 90°00'00 88.150 I a OB 418.52 100.00 19 6.32' 260 5234" 13.690 { OC 4086.93' 150.00 299.87' 4 012'16 1.400 1. t TRACT 'A" LOOP PLAN 1 100` it stt, i 8 8260 260 Elli 11 Q z 8250 8250 4 , _ ° ._ — - H r x! Line I -- _ Z 0 8240 J Q - -- ` — _ GS14E FT - — Ll= "QNS $Z � W 8230 W - - -- ---- _ _ — - 8220 8220 821.0 8210 1 EAGLE COUNTY DEVELOPMENT CORP. r RFQ J' 0 VA I L , COLORADO 1511; LIONS RIDGE DEVELOPMENT TRACT 'X LOOP ACCESS ROAD LO �, p Aq to � �� �f GG�� PLAN a R O F'I L.E ' o �� PHILLIPS•CARTER-REISTER AND ASSOCIATES, INC. 20 15 l0 a� 5 D ARCHITECTS• ENGINEERS•PLANNERS DENVER, COLORADO S 1 T 1 0 !�*� S N -U-7: JOB NO. DATE P -27-4 JULY 1969 I 6 I J. a- M. 69.. . of O' A PROVEQ: .. . ... .. 1 LION 8 RIDGE \V� ROAD PAV 1 CONTRACT \XN X 1 \ \ - 111 I �,'1 .,\\ \\\ \•\\ \\\\�` �\\ ��\ �� \�\�\\\ ��� _ - ��� 87 -0 - _ _ _.✓ gip _ _ S _ " A _ - / l YJ r 4 _Y i \ 1 + � � • _ �� - -- - - - --- - -- ___ _- _ -- - __ - _ _ __ 1.\� - � -- - yam-._ , i 1 111•.\\ �\ �� \, \ � \, °`z.,,.. -- -- _- �- -'-'- -_��-- _�-_ - - --_ _- --`=��-- -- - - _ - - \ \\.. \ _,�-' --`"" - � ' i _ r ( 840 \ \ \ \ _ --__-__ - �. __L� _-_ - �_ X > _ - � __--- ----- -- _-_ - •\ � 8352.0 ✓ / _ - /. �/ \ -- -- --- _ O I \` _ I O Al _ - - l 850 , _ _ - 9 - — , '�f c \ \ _.._ ti -_- _. -- .- _. -.._ _ ___.__•- \• - -- _ ^' _ ` �.-'___'- __. •-•_ \ - `.� \\ ._ i' _-- f j - /jam - -- ! / E - _- -- S _ 1 __'•- - -- - � -- - -� 8175 __ ., , � \ �\\ -_ �\ __ - _--- - -- - - - 777 - _ _ h - --- - .: i O T \ O i O I � _ 8098.0 ZL / / J � — - _ 1 � - \ \ ------ 100. 69 70_ y--- - 8 _ \ \105#14 WEST 32 EAST OOPP I _ 8/p0 h r-, 8/23.0 ACCEPTED FOR THE COUNTY OF EAGLE — INTE(,STATE 70 --- -- \` I _ - -- – — QfQ� - ,1 _– -- !N TE;7STAT E 70 – --- ----- ---- --- /i Y Title �. C Date yd!h✓7/ �. !�� 200 O 200 400 600 L GRAPHIC SCALE : FEET r