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<br /> TAI�IDARD RAMP DRIVE, W=35'fSAWCUT AND �/ �� 5 . f �I °` EXISTING CONTOUR . . ...«. ....• .•.• 'XI TING CURB A GUTTER. DO NO / W r / t,.. EMOVE E S �T� le/
<br /> SCAR OR DAMAGE,. XISfi11�G ASPHALT. REPLACE �' Ail
<br /> `� / / / �f / PROPOSED CONTOUR -LOof WITH STANDAR /DRIVE APPROACH. SEE D.ETA / /
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<br /> / \ / PROPOSED SPOT ELEVATION x
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<br /> w ELECTRic BOX f / �[� / BES •,_MARK O� Z , 1 SCALE. I =30 HAY BALES
<br /> AND [ANosc4P/NG G" EL 552 r4 � ` 1 / / SB
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<br /> '� �° \ / PROPERTY��INE I z
<br /> '� / °'/1/ ...,/ / , , / /,�-µ BASIN DESIGNATION �' _
<br /> ,�, \-,., \ / \ .� �o / BASIN AREA IN ACRES. . 2.66 0
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<br /> f / f / `' /I (� "' • ..,- �a / �\ /��`'�t.0 � / #4 REBAR WITH ALUMINUM CAP LS 10945 AT THE ANGLE POINT ON I
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<br /> \ \ "� o�� p m- 1 / \ y'''0 �, //✓ / THE NW PROPERTY LINE AS SHOWN ON THE LAND SURVEY PLAT, I s
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<br /> ,9•sQ / 3 13.4 1 / ELEVATION=5523.20 FEET.
<br /> .� ,,. r•=5514.00 7 0 �-y/ .. /
<br /> �, I ,� PONDING DATA
<br /> \ � _ ,, s° AI n-�•� d10 2.75, d I� 4
<br /> `� / / cp f ,. . ( / /� iLY�I.Sr. VIO =7120 FT V 100=12,320 FT 3
<br /> ', �`s A \\A /� srs SB 2.66 /� / QRIO =0.64 CFS, Q RIOO=2.66 CFS
<br /> �° ��,\ \ \ J •/; ?� ,. �, n, II ,, THESE PLANS ARE PRELIMINARY -
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<br /> :000Th-YR WATER SURFACE ELEVATION=5502.0
<br /> �\ ,_� /� ' / / IN NATURE AND NOT INTENDED WATER SURFACE ELEVATION 5500.75
<br /> isii.,- \ \ y �'/ y d` B / /\ % V 7 ,,,, _Ai 'i / /•"` FOR CONSTRUCTION PURPOSES. OVERFLOW ELEVATION=5503.0
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<br /> \� /s- � 9s• / SEE DETAIL SHEET. �° �° POND OUTLET DATA
<br /> �0. \ \ , ''� 319.2 /?00°1� 3,AIM / '' �' INVERT OF POND=5498.0
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<br /> , f f TOP OF BOX OUTLET=5500.75
<br /> 1 \���/" RiA1 EL.=5519.33' .OT ' / / INVERT OF PIPE=5495.5
<br /> �.• 117 BOTTOM OF/NLET i ORIFICE SIZE=3.0 (H) x 3.9 (W)
<br /> BOX=55/5.4' " "
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<br /> %� � /NV OUT=5.5!68' / s •ri f / , M1 /f rii • I IN
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<br /> I ^�� �0 •QL�*C�,•7 .,. �-M.. / . �- IW STD:CITY OF LOUISVILLE °� RUNOUT �C�QInCS�C�� I; o+» 5517 N1)dRYDR {j� '� "�'"" .""" .. „ °,> � 0` f .= I _ 211 --„' "1 `J�O�,. cl11 CIASE, W-i i'` ,r� __ ROCK RETAINING WALL. a . - - I _ - ��-� �` -� "" DD'` /NVFES X5/2 ♦ /.2.._ I o TOP-WAt•-L VARIES: _" w w .6 �NIM' ROCK RE-TAMING WALL. ,. ., 1�� 9 0,� °' / l \ ,� / 412 N EL-3 0 TE1P WALL VAR,IS,. • Z
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<br /> /I �9 DETAIt, ��HIS SHEET CURB CUT/RUNOUT DETAILI ! 12. I" - ' �' i IN T RATED MANHOLE / N.T.S. T
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<br /> I 1 `� �- ~` -' DETAIL TI �"SIEE �___ a P.•'� • : ill OUT 50-611 ,�� "� MP
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<br /> f C1 5513.59 ,,,,.. • I� TYPE 2 OU ET I 11111111r
<br /> / �/ CEN RY DR Y�\ !/ • w.r�..s��'!w� e s 7:4‘:16..
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<br /> �,,,,;, '"j DRY STACK
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<br /> / �\��� CONfIECT TOit11f° 7 , J \ �� \ \ �,,� - f' ��\s� 11 POND TRICKLE CHANNEL DETAIL ROCK WALL A DETAIL
<br /> t ��/_„�_,=-.:.�- - \ G 8 RCP N.T.S./ / t ` \ \\\ -- '.._'��.. ..,.-" J"'-'4100/
<br /> �' �\-firm ,STORM SEWER STUB. ,,/ N.T.s. I
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<br /> o i //� OWE, W=' O ' ,`�_ ! Rcp - _ -...� ..ice/ �� _ ---' C C TOP OF CURB
<br /> ,� 190, - I -- _ t _ i 5497.,3 _ ATCH GRADES AT I
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<br /> COMPACTED SUBGRADE m oI D 0
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<br /> �, r f C.F. IN 12
<br /> /�° �° � IVE, W=30'� _,..,,,� - - \\ +� EMBANKMF�P�•�' t ,1 c Z .� ^'
<br /> / ,� I \ _---- �, \ CURB CUT DETAIL = m a co
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<br /> . , PREPARED BY: PREPARED FOR: PROJECT INFO: DESIGNED BY: REVISION DESCRIPTIONS DATE DRAWING INFO. DATE: JOB NO: SHEET m X
<br /> Drexel Barrell & Co. Engineers Surveyors CHRISMAN CONSTRUCTIONBLC
<br /> ROLE CITY COMMENTS AUG 3, 1998 rn 0 co
<br /> PROPERTIES LLC DRAWN BY:
<br /> 4840 PEARL EAST CIRCLE. SUITE 1145OUtf3€R; COLORADO I s s1 ( Q ) 44Z-43 3 p.o. Box 772 27 MAY 1998 E-5018 i ; _I (n w
<br /> NIWOT, COLORADO 80544-0772 CL - GRADING AND DRAINAGE PLAN r
<br /> 6365 CORPORATE DRIVE COLORADO SPRINGS, COLORADO 80919 (719) 260-0887 (303) 449-0077 CENTENNIAL VALLEY =
<br /> SCALE: DRAWING NO.: SHEETS D �I
<br /> o '' 5401 W. 10TH STREET, SUITE 100A GREELEY, COLORADO 80634 (970) 351-0645 CHECKED BY: H: 111 30' z •a
<br /> CONTACT: JAMES B. CHRISMAN LOUISVILLE, COLORADO • v: 5D 030 3 v
<br /> Lu CONTACT: l 73
<br /> X
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