|
. . ,
<br /> _ ,
<br /> ,_
<br /> CHRISTOPHER
<br /> VILLAGE FOURTH FILING fV
<br /> UBDIVISION OF CHRISTOPHER VILLAGE REPLAT AND LOT 3, BLOCK 1, �'
<br /> A RE _ in
<br /> S t, c m
<br /> COAL TRAINSQUARE SECOND FILING BEING PART OF SECTION 5, TOWNSHIP 1 �' a�
<br /> SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, Clj a.
<br /> ��; "LA
<br /> CITY OF LOUISVILLE COUNTY OF BOULDER. STATE OF COLORADO ® �$�
<br /> lk\.\ .,---- .,,,. - - / ,/ „--- cn fa
<br /> A ern
<br /> IV ta
<br /> .1 . . r, ...
<br /> ..-- -- ..„-/// „ - -
<br /> , - - / ,e7/7' ..-----......''''''''' e•i'il
<br /> 41.4 len
<br /> _ - ____.„---,..,- _____________ / , • _---------/;A\-
<br /> 6 �I G LG ��n: .�-
<br /> �� "THE/ , R E , PATH" '"------------/------...1- ��; ...-5-7---"--=�" r
<br /> ----------- NEW 6" VERT. CURBING . ' / \ • ' SU, VISION �. ; � 1
<br /> • i
<br /> _____...--41---......., EXST. I' CONTOUR \c w\ ' ai, i / i i .'�
<br /> --• . \
<br /> _.. _�,1.- EXST. 5' CONTOUR a F. '5 �/ / 110,,N,.._
<br /> �� i 1 1\25' AININ� >\--_y�• i/ ; ' �. �'' _ )31 f/
<br /> T 4) \‘-'‘
<br /> \� "� '\; �•• �' / ' ice- -' _ / ��' /. U i
<br /> PROPOSED I CONTOUR O / . iik -_= - . - - _.
<br /> -- � , ' t
<br /> ■0 18° ST SYyR . NEW STORM SEWER DOw �� ` • \,\ \ .Z ' Smool
<br /> � '�'�� �/ :� - _ - --� _ -- --� ��-- -- �"��� -_` -"- -7-1z..
<br /> - 'i ,
<br /> (ID (3 .
<br /> •
<br /> ■ NEW CATCH BASIN OR INLET /� •
<br /> ' `\ .�' O. //' �.-� ' - -_/' 26' /A/E ___ -'' ../ /'
<br /> .(PA A 4:_____________„„...,...,---<-- < 1,., C;
<br /> ® NEW 5T SWR MANHOLE •• 7......iiiimagollelh• • ... --
<br /> FLOW DIRECTION • \ �„ _ • / j PAVE .Ft:::�:::::::::::::::::::::::::::::.::.:::::::: :::::::::::::: 6 say / / Q
<br /> ' ,..,
<br /> . \\ - .• ♦ ; 58.25 ................................x:..................... / S /11
<br /> /
<br /> . .:.:.:::..
<br /> .............
<br /> • U/E INA.
<br /> �/ • 57.51 ;
<br /> // � i •
<br /> �\ / /� Y ` i i PAVE �':::::::.:... INSTALL ISkIS GATGH:::.....:. ::::. :: :::.r::: ::: :: //
<br /> GRA I N& NOTES-
<br /> . ,.� / \,..,.
<br /> - EXST ASPHALT RAVIN6 �' I c BASIN RIM=563 (Nv= 42:::;::::;::::::.:::::.:.,�"::: :::INS ALL 15x15 GATGf1 � �/ �O
<br /> i �/ -�/ ♦♦ , n .,7.80!' 'r ':' '�1 i ► _
<br /> oY>e rxlrtT::• :::::.= B IN RIM=56.6 INV=54. 1
<br /> I. ALL FINISHED CONTOURS SHOWN ARE FOR OVERLOT GRADING - \��� 9
<br /> - _--- �-_ , .........�_...............:..: .... -:::•t::::::::::::::•;r.:�.l OUTLET Q .�.�
<br /> e \
<br /> - � �. / / ::::::QED PAWCIN6 AREA FOR::.: :::....... \
<br /> ONLY. THE FINAL IMPROVEMENT PLANS WILL SHOW SPOT / ���� At
<br /> _ / (U
<br /> ` '\ �' TRENCH DRAIN LIMIT ,� i 400cu.♦t. DETNTIOyyN��r��POND 'pG' ': I.r....:::::::.. '!! ,L /
<br /> ELEVATIONS AND DETAILED CONTOURS. / ' X02 PORDI=SAIL• _ :, 9 i EXST.ASPHALT PAVING
<br /> �, 56.5 ................:...... ........ :::::::: .... 56.50 V
<br /> / •�I / \ 5 / / :':,. :...... :VI=RTIGAL -1 0 5et i D NW
<br /> 2. ALL FINISHED SURFACES SMALL HAVE A POSITIVE SLOPE _ti _ _ �' IF
<br /> ,; u' r ' 1 j : 8;}ttfi}d t - : ::::;; Rt=vAL oN -j t1 , � ; Tem// / E FO /�1 �'/ i y1/- 1 ••RIM=554)./1 ■5a>6S 1AONSOUTH IvceAND BE GRADED TOA DESIGNED RELIEF POINT OR INLET. , MATcM LINE POR 7 I�/ / / NEIN IMPROVENNTS , I �_.--'7 DRAIN BOUNDARY '/ 69i' / " 56.00 0 OIIII ,. •
<br /> •
<br /> •
<br /> V
<br /> 3. CHRISTOPHER PLAZA ACCEPTS RESPONSIB LITY FOR THE _ f TALL TRENCH DRAIN W\&RATE AREA / :::::::::::::::::::::.4..: ..a
<br /> /. ALONG WEST WALL OF BLDG. / I j ......t:: . \, h f
<br /> THE .MAINTENANCE AND REPAIR OF THE ONSITE STORM / . . /_ :::: 0 --'1
<br /> EXTEND TO POND A 20.;•O- / P 5T9F�M
<br /> / 55.50 . : :. . . .: :. ::::::. ::.:::
<br /> DRAINAGE AND STORAGE SYSTEM, INCLUDING STORM t `� i / _ H �--■
<br /> • / EXST. ASPHALT PAVING _ �-- / j Iii
<br /> ,� - / :INSTALL MANtio - •
<br /> I
<br /> SEWER PIPING AND APPURTENANCES. / \ -• \ �• 4 / / :RIM-555, INV■53s::::. o ASIN INLET ( ) • --, 8 '
<br /> \ / EXST. DETENTION BASIN INLET I i ■ h4l . /� NEV DI=TENTI N j
<br /> 4. PROJECT BENCH MARK 15 THE TOP BONNET BOLT ON THE \ ,/� 0 / FOR CHRISTOPHER VILLAGE I �`,� / / LRED PARICIN6 AREA ::::::...........s.... .. :•'' '::::::•.FOR 5otrrH PA IN6 Ht? A ��y�/qq
<br /> ti/ / -,
<br /> till
<br /> ■ ♦ OR400cu. Pt.DETENTION:: t?QN�J; .RIM 55 , INV■ 2:i:::::::. ® W
<br /> FIRE HYDRANT LOCATED AT THE SOUTHWEST CORNER OF SOUTH RIM=5638 INV(oUT)= 58.66 rie.ST.STORM SEINER MH , _
<br /> TYPE IS INLET v�\ORIFICE PLATE k '-1 �. / / PO tD B IooYR W 51=1 X56.0 ::. C-_.-_�
<br /> r5 73 \ / / I -' / /"" SJ r c� �/ RIM=r�835, INV■52.64 , •�E SHAT 2 POR DETIL':::::. :•;;;;19 RGP STORM SEW` `
<br /> BOULDER ROAD AND STATE HIGHWAY. ELEVATION �. 4.4 If a I I%
<br /> \ / 1 �` / 1 / ADJ RIM TO 579 / �-
<br /> \ - J / EXST.PuPHP}LT PAVING /� � ':._.'' . ...."--1- I I -
<br /> / I I . 55. .r........:: i N
<br /> \ //// , � \ � ---25.00---` i ............... ........ .............................. CI D4' LI
<br /> / / _TRENCH DRAIN CONNECTION / I / :� :::::::::::: ( . . • Ct
<br /> 5. ALL NEW PARKING AREAS AND DRIVEWAY SHALL BE �` `, \ 1 , I I \ --- / :•`itrALL t INi> x 0 2 DLL1•�';-::::. ::::::::::::.::.
<br /> ..........
<br /> ................
<br /> ��1\1 ���� f , I I • 1 I� TO STORM SENOR n / ASU ., i........ir....... LO ^+EIR INV 558'.e.:.:::::::::::::::::::1 A \ '
<br /> c-_-_-_-_--.-.____ � CO �'
<br /> SURFACED WITH ASPHALT PAVING. ALL PAVING EDGESAv, // / , / I / �i (�
<br /> f
<br /> zill
<br /> SHALL FINISH AGAINST CONCRETE CURBING OR MATCH \ \ I - ,`�,` % NEW 5Tot r� MH I /� 58 ,-? ' I /'' - --- , i
<br /> TO EXISTING ASPHALT PAVING. `. ! I I r ( ���% =57.8, I =52.25Air-Al.,- ,MO �/� NEW STORM SEINER#SIH / // C - -- �1 .
<br /> I I i 1 - , RIM= 56.3, INV■5.5 •/ /
<br /> I
<br /> • ��j1�i i \ ` \ ��� .f )1.
<br /> ........J.- /` \/ I fl MI/ - �� r .1, I ' I -
<br /> _______ ,
<br /> „.„(,.\ \ AV v� `, A / -......--;;-- ......------..____.,.... \ r y„ 1ST LEVEL FINISH FLOOR i -
<br /> \\ \\\ \\\ � �� \ \ ", 140.64 18' RCP a 1.1196 DRAIN LIMIT '��/-' \�l�,�%. - /' 535&'-0° __ . // .. . . . .
<br /> . \\ `\ 7V 1 •Wt. \ /' / ii 1= _ _-' - ---- - - ♦ _ � - •�..s• I ;
<br /> __ r
<br /> •
<br /> •
<br /> • I I...., \
<br /> I 1 / #0....
<br /> j ►' --56-. • ,I' --
<br /> V'' .\.‘\.. ..
<br /> // I,
<br /> 1 .: • NORYNEST
<br /> - // 1 •NEW STORM SEWER MH - - -,,-- 0--\. #4IP0- 111e!
<br /> / i '' •`�
<br /> , ,
<br /> .0.° I ,
<br /> i / I 1 - / / 1 „tee ��
<br /> \ \r-
<br /> 1 A,,�/ 1 1 INV=50.6,RIM=58 / .5 -er• 5rj ♦, .--_..
<br /> ilt -
<br /> •
<br /> �a / \l / / , . .
<br /> _-_-_-1 %°_., I•
<br /> , ,
<br /> . / A-- -1.5 • ,1 I
<br /> •
<br /> J
<br /> i•L•
<br /> 1 #/XST.ASPHALT FrIN6- •�• /� \ •' \\ ' / / / -i ♦� �� (41.---' 1 ■
<br /> ' f S� \ f ABANDON 18'ST 5Y�2 / ♦ � ` CST.ASPHALT PAVING \ AA _••■��i 1 11 V A '*$
<br /> ! UNDER NEIN BLDG. ♦ �� h . \
<br /> 1 1 \ \ iNtI 'A , 1 ! I • • / �� 1 1
<br /> _ l 1 \ \ �0 •y+� • \ 1 1 / ♦ 0) / 19' t STORM 51=WEft \ 1 I
<br /> ..**65'.... `..� •, \ / \\ • ♦�\-- \♦ 1 ' 1 I / / % 216.1 IP aJ.15% ilinil,'11i...till-I
<br /> PRO�CT # 9456•
<br /> _ \ \ ` \� - •,rr•/i' \, 1I / ♦ / \ �� DATE 9-I�-94y ,..- -.'-.w__- r I -\`\ ��/ice \\�� �\ l 1I / % `�� I DRAWN BY: ELK/ vv % �� E 1� 1 i / - �,, -54
<br /> / \ \,; i 1\� ; `� 1 1 / - CHECKED BY:cEAdik1 i viiI _ REVISIONS: a-s-944/ 120.4 IP OP 18'RGP• I I ....AN, ..t I ' • ij \ ` I ``� - 12-1 -
<br /> �, 12-5-94 ,
<br /> . \ '1i .°) `.`. Iti % v / / lNST LL IN VERSTS '4.1 I ``1 1 -- -----------
<br /> • \--• ( i
<br /> / •
<br /> \ 41-,\-4
<br /> 111\\
<br /> ` / Co � � 1 •, .„.:445\:111111\I
<br /> ���� �' INSTALLRIP-RAPNusoCHASE V CO I \�
<br /> ---N4%\.
<br /> NEW STORM ;-- MH ,. / / �� _.�.� 12T OR DLTAILPIN6V\ RIM=578, INV■ 15 _ 1J :•
<br /> 'e: WI
<br /> INST O 4'RETAINING WALL I C,O IGHT 9-17-95\I?
<br /> 1 �• : .... mo • __--- --
<br /> . \
<br /> ON EAST SIDE OP BASIN
<br /> 1 / j � „ '`' tl/ PROVIDE HANDRAIL ALONG W64-1. _--_______ All drawn and written information
<br /> 43
<br /> I / g / ,-•._ 16i -ft .act duplicated disclosed or otherwise
<br /> •
<br /> It
<br /> �� 1 •
<br /> ::a280'cu.ft.sTorxi 1 aPPearing herein shall not be
<br /> \\ _-- •-___ \ ' WATER DETENTION F - - - -_ T used witFlout written consent of
<br /> `\ �, :, i `\ � I;•: PONDA :r. Hartronft Associates p.c.• \ _ \._____________
<br /> \ -' f \ • ki;
<br /> INSTALL TYPE 2 OUTLET STRUCTURE `♦ i all
<br /> I1 - i 10°12♦M OF
<br /> %://:::::://:///c;,.,_ I •- �� \ .► �` •• DETENTION BASIN. INV■48.q
<br /> 3� i ♦ \ .r • \�+ ' 1�' 51=E 5HE3=T 2 POR DETAIL
<br /> i/ ` '' ;� �,/, �` ` r '. NEWSTORM MH ) .- , i / � � \ \ ".�� �\��� � 1-7.
<br /> `!� �� -IM 52.5, INV■49A/ • \ �� J>r ► '; `` INSrA�L 2-I 'WIDE SIDEWAI_IC CHASES � GRADING PLAN•
<br /> •
<br /> / , / __ -♦♦ I�� : � 1 . �� ��i1 . �� I \ INY�II�V=53A�NV��I�■52.8,5■25A�, `
<br /> •
<br /> ♦ 1116 All
<br /> W ION POND A IL
<br /> ` % •♦ , lP OP 18'RGP a 125AS � I `\ - - 4111111
<br /> �i --i- L---r_ I -.4 ,ce
<br /> 1111
<br /> •
<br /> -- 1 RIM=565, INV-•416 -� ,/ NEW STORM SEWER 1--- -�"�' Mon\,....\-______
<br /> i . ► l- / ---- I.
<br /> \1 RIM■52.7, INV■48.75 \._� �_ 1 WDCSIf
<br /> 1 Fj- •\ \ ♦• \\ A \\ lif 9T 9Y'>R �7 Q J
<br /> �� ■..� r IS' 5T - ♦ ..e.1\\s IS' ST SWR �\\ �""e' �``` -/- �, c O i, l t dabs, ���■
<br /> P.O. Box 795
<br /> 1 \ \� `\ •
<br /> ,`• NEW)-2'RETAINING WALL \`•�` �`��__- /�-`5�- .....
<br /> EXST.TYPE 'R' INLI=r,HISTORIC Brighton,
<br /> Colorado 80601
<br /> 1 EXST.STORM SENOR MH \ •♦ POR Fl u TRANSFORMER t -- GONGENTRATION POINT 303-659-8546 ?. •
<br /> n •
<br /> 1\ RIM=s.+'5.b4,INV■46.g9
<br /> --=------_-:.-
<br /> - __ \\_ ` -14 :Q.,. TALS\ `N\ _ - - f -- - �j
<br /> (13
<br /> I
<br /> ___ _ ___ ______
<br /> _______
<br /> .. .
<br /> ' = ,%' - - -- Sheet
<br /> 0 30
<br /> i♦ -------52-- TTY .
<br /> Scale 1" = 3 0 f-t , = - -- ---- ------- --- ---
<br /> i' i' by ���
<br /> L SOUTHBOULDER ROAD 3
<br /> _
<br /> / - /---]��. - - --_ =- ,Oyu
<br /> CD
<br /> -�3- 3 of 6 Sheets ..- "'
<br />
|