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<br /> PLANNED UNIT DEVELOPMENT
<br />. ,, „ „... .., / , .
<br />. ,,• ,. , ,/ � / FOR , )
<br />, , 1/1' ' ' LOTS 5A & 5B , CENTENNIAL VALLEY PARCEL 0 FILING NO . c ,
<br /> i ; ,/-- / / 6469,
<br /> /1' / ; / A PART OF THE S 1 /2 OF SEC. 18, T 1 S, R 69 W OF THE 6th PM
<br /> •
<br /> / ' ' Q / I/ /
<br /> / CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO
<br /> ,// �- / ' / GRADING PLAN I I
<br /> \-/ //
<br /> J� i , I
<br /> ,/ Q /�/ j 5468.4
<br /> A. 1
<br /> 5467.2 I I PCR
<br /> `V i / • / ' / 'y / FL=66.53
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<br /> ' �- '� S 00'00'00" E
<br /> i c, 1 S 89'54'43" E 300.05' \
<br /> �Q- -� �, / � � � en =is IMP IMP ��s_ � � � � � � � � IM IM NM IMO 10.59'
<br /> �� . ! �� " m - - = / 66.5 rlIF I LEGEND
<br /> / / , /.. / CATCH 66.7 > �I/ FL INT
<br /> - 67 EXISTING CONTOUR
<br /> /' / /� �/ / % t���v�� •� 68en% - 66.7 ` / ,
<br /> , r s,�p �. ` 677 67.5 Hp CURB L=••. --......________./--
<br /> / / / / 66.35 t 66.55 `�SPILL � HP 68.0 CD 66.6
<br /> i % % % I CURB 67.5 \ / •♦ SPILL • •
<br /> / PROPOSED CONTOUR
<br /> / i /; ' -` 66.5/ / 67 3 67 4 67 5 / 67 85 CURB 67 PROPOSED OVERLOT CONTOUR BY OTHERS
<br /> / / / \ - // '- \ 67.75 67.15 • I ' )
<br /> i \` f- 67.1 67.9 ♦ '� SPILL
<br /> / 5468- t �� CATCH CURB \ .67.00 EXISTING SPOT ELEVATION
<br /> •
<br /> l -- -� /� CURB -� 66.3 FL INT
<br /> / ,,/' / % cp 67.0 /441111 .467.4 I FL=66.08 ' 67.0 PROPOSED SPOT ELEVATION
<br /> ' �� 0 URBH411 • **. # 68.0 67.9
<br /> ' / '� -... � FF FINISHED FLOOR
<br /> ' 6 .1 4111PAr 0 � 67.5 411 .%ENCLOSED i .11111111 67.3 � PCR R=1.14'28"
<br /> ENCLOSED STORAGE / _ lk:1-FPCIR6
<br /> 66.0 50.00
<br /> /// 1 .� ki�� STORAGE !! f.... .! /Z-1\` , I L=102.73' TOG TOP OF GRATE
<br /> O / ,/ , \ .. r \\.__/' \\,, OHS R 9'04'36" E TC TOP OF CURB
<br /> ;/ ' ,,, ,,z,........4",itir ♦ / .• , \ 100.74'
<br /> r 0,,A:e
<br /> . . ,/ \ \ ♦ ,\r / i ��N., s% acO % r / HP HIGH POINT
<br /> ///,\k FL INT
<br /> �� ♦ Rr��- LP LOW POINT
<br /> / i , / 4 I /I. � \\ ` i IS
<br /> A
<br /> ��2 , / ' i FF \ 67.85 46111
<br /> 1ME MATCH EXISTING
<br /> 0w AI _____ __�� , 68.5 \ 4 \ .
<br /> �� / - / DENNY'S PILL % ♦ PCR POINT OF CURB RETURN
<br /> 4700 SF Hp URB FL 65:50
<br /> '� ' (.7 4.. '• 74- .7 66.6
<br /> CO CURB OPENING
<br /> /' / ' ?00� / / / \ _`'1---� ` 5466.5 N,s�� / -�� ".2566.6
<br /> 65. 5 \
<br /> / / /:/ /67.45 6et.55 PCR
<br /> / / 6540GUTTER TRANSITION 5' MIN. UNLESS OTHERWISE NOTED
<br /> I APPLEBEE� � ., , 1�-�4
<br /> ( / 01OT41"
<br /> / R=860.00' /Illi65.4 IN
<br /> I / / 4600 SF 54; 67.9 CURB r ''
<br /> 'r / L=16.93 65.25 167.15 / / 67.75 •
<br /> 67.2 ��/ SPILL //r/
<br /> 1 \N. ��- / 67.3 ► CUR: / 6�/ 67.2 . / �♦ I \
<br /> - 8466 --,-- . 67.9 /i 66.0 67.0 / / -- -�` 67.15 ` /��\ 6� - `,` \
<br /> \ 1 65.2 `�� `----� `\ LP •� / �6 ..- fi5.6 N ' �- � \ 1
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<br /> /' //4441re:...4:.,. 'w"...........•
<br /> \ \ I ' 65.05 65.8 \ \ \ \\\ .. ♦ / r I \f ` \ 54 .4��� A� i67 \ \ HP - �� / C CH I \U
<br /> I -_� 65.0 \\\ � 66.75 .. , , /IF
<br /> CU' ' \/ -
<br /> j • , SPILL ♦`-1 67.9 I
<br /> r,-• A=94'21'00" 0 \ ' 66.7 ,," •- (� ♦ I \
<br /> r R=50.00' /L__64.85 CUR: \�� ♦� /'� 'r 66.7 67.85/ �� "r' 87.2 •► CURB I �i X � `
<br /> �. / A‘‘,/k
<br /> II ♦ 66.5 / l \
<br /> \ �\ L=82.34' \ \ �' s7 5 � � �_,•_ �. /
<br /> \ 67.2 \ I CATCH / \ 6:..8„....
<br /> 6.8 I
<br /> \ \ 66.0 �°'( �, CURB U ��� 67.0 CATCHlir
<br /> / 66.4 �/ /
<br /> \�. \ •
<br /> i 'ATC + \ CURB / coh
<br /> .�� %CURB /// 66.9 66.35 \\ / ��
<br /> � \ 66.45
<br /> \ \ ��% - �� `... CUB / i j110 4 1/2" 1 1/2"
<br /> • ``_-_ -��``` ` ---54% --766.-3
<br /> / \\� 66.1 i
<br /> ///
<br /> 1 11 12" r
<br /> �� ♦ ti. 66.4 66.7 66.3 �� / - 1"=20 - -
<br /> \\ \• TOG LP 66.15 _
<br /> \\� iiiii, •.:.., 64.35 I 66.25 -� /. ' , , 1, 0 10 20 £ •° ° . 4-
<br /> 1111111=1
<br /> ♦ \ �,: i ATCH � �\ 66.05 , / - tv 1/2"/:.
<br /> HP CURB 4: I
<br /> --- ♦ `N \ \ ` ; 65.6 CATCH 66.0 66 05
<br /> c \ ` l i CURB ,� , 66.0 ' / ° • FL.`° . °. •coi .
<br /> ��\ ``Y \ 1 65.3 `�/' 6. 0 fi �- ----- I ___ -- 4 ,� 18" I
<br /> � Ili I �-
<br /> ���\ \• ♦ 168 \�'/ 65. •
<br /> / II / ��
<br /> �, \ ` , (� - SPILL CURB AND GUTTER w/,' PAN
<br /> \ \ II / SPILL
<br /> I' j 65.7 CUB NOT TO SCALE
<br /> acs` HP � CATCH
<br /> / 65.7 CURB
<br /> � ♦ . %1/4V44 68.1 4546 -__ .� 6 LP 5 �/
<br /> \ CATCH
<br /> wv ♦ 1 CURB
<br /> i HP
<br /> \ \ 5464.4 . \ 0 ST 65.0
<br /> S 64.9 1 1/2"
<br /> 1/2"R
<br /> •
<br /> .N11.41111111
<br /> 1/2"R 4 1/2" 1'-0"
<br /> • \\\ \ •� �� .� 2 5' CO �• 6441411)/
<br /> JOINT SEALER
<br /> O �� 64.5 �
<br /> \ ��C \ � 4 to 1" JOINT EXPANSION ION
<br /> \ /Q0 67.5 \ , co --�_ -��� 4 • P
<br /> `\ ) . '''
<br /> � �O \ ��....5464 at -- FL / •
<br /> \� �� REMOVE EXIST. FES, INSTALL CDOT TYPE C INLET •• /
<br /> I ♦ INV. �� G • �..
<br /> _ , AND GRATE. TOG=63.8. INV IN=59.7, '
<br /> 59.46 +1- MATCH EXISTING
<br /> �-- /6463_ •`60.� \ INV OUT= : ...................
<br /> --. EXISTING 18" STORM ��
<br /> \ a) ♦ elir \ SEWER S; �v'4/' \\`
<br /> A. A=04 49'36" \ �� C��
<br /> \ R=1053.50' - \
<br /> \ J L=88.75' \
<br /> 5462.6 \ 54. ` ♦ CATCH CURB AND GUTTER w/1' PAN
<br /> 'INk• , , . .,.
<br /> NOT TO SCALE
<br /> 5462.7 > C) !
<br /> `G it
<br /> PREPARED FOR: PREPARED BY:
<br /> -5462_________
<br /> _-f� f11
<br /> _ - - _ - rn
<br /> Illia Gallowayf OP • , Romero do Associates ��' co m n
<br /> 0 e Design Engineering Planning -- -----� 3 m
<br /> C�ir�r�[C�h���
<br /> 14202 East Evans Avenue
<br /> Aurora, Colorado 80014 Q roll "0
<br /> RCI WEST, INC Tel. (303) 745-7448 Q Z
<br /> 400 Interstate No. Parkway, Fax. (303) 745-7480 Xi
<br /> Suite 970 - n s ';
<br /> Atlanta, Ga 30339 DISK FILE: APBLOUSP.DWG \ !rJ w rr.
<br /> (404) 951-0586
<br /> REVISED: SEPT. 23, 1994 �+ O
<br /> REVISED: JOAN. 25,1994 994 \ SHEET 3 OF 5 !
<br /> 1
<br /> LOTS 5A & 5B, CENTENNIAL VALLEY PARCEL 0, FILING NO. Gs--
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