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MATCH TO EX. GRADE, 2:1 - - - MATCH TO EX. GRADE MAX _
SLOPE - _ - - - _ - - LEGEND
- - - 68.69 - - 2:1 MAX SLOPE_ - _ - - - - _ - _ - MATCH TO EX. GRAD: ''�
PROVIDE SWALE W/ MIN. 2% SLOPE AT BACK 2:1 MAX SLOPE X0,1
/�•c, - 68.48 - _ OF BUILDING, REGRADING DETAIL SHEET FOR _ - - - - - - 7972 - _ ��
EXISTING PROPOSED
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k9-------796§------------:.-- ` 68 97 - TYPICAL SECTION AT BACK OF BUILDINGS _ _ - _ - - - - - - - N - - 7970 - 06/26/17
' 69� HP \ 0 - - - - - - �g - _ N- 68.36=- - - - - - - - PROPERTY LINE - -
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cP� 7967 �66� ► SECTION LINE
c� t� dSl - 6� `� 968 06' 96' 6, `96' 20.8% 6'j ,_ - 6' S>- EASEMENT z
t9 O S 9 ilk0,. ___V9 0 RETAINING WALL96 •cPS 6, I / `96' OS OS _ 0.29; w o
S 1918.3%� - - '
_ > OS 1 - CURB & GUTTER z Z
I LOT LINE, TYP. .6'S 18.5% 6, 60 REAR PATIO, WINDOW WELL = N
411 - I tg O RE:ARCH. FOR �� z o
DETAILS, TYP. i ASPHALT o o
RE:NOTE 8 i 67.23 , O RE:ARCH. FOR0 Q Z
- - - _ d' DETAILS, TYP. ao 0 0
GRADE BREAK, RE:C104 FOR TYPICAL / °C Q z
- - DRIVEWAY CL GRADE SECTION REFER TO SHEET C104 FOR TYPICAL •
GRADING SECTION AT BACK AND CONCRETE • o o
I I 7965 GRADE BREAK, RE:C104 FOR TYPICAL 9 • a � o a
44,
ink, Lo W FRONT OF BUILDING, TYP. i DRIVEWAY CL GRADE SECTIONt0e0114i
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NT cojl.IIIIIIII4ftlik ` - - - -5750- CONTOURS 5750 Sc; a
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o W RE:NOTE 8 n`•
J 1161 - - - - -ST- - - - - STORM SEWER ST
- 18if �' 5 7.91
TYP. o ���
J - c° �. � 1111
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I' 10.0%
6' 6O o� ■;■ -n J cs 58.80 q, W
0 0 •z, 10 60 m (It p . �� �0.8q` °�� INLET
6� S �. / = - SO , / �� FLARED END SECTION
P 6' v� rw •RO - o O•Q 1°�� `9�, �� 18', TYP =� P o _ N 6,0\ -I // O �'P -
�O O I 0 d' ` - - S -- o- 57.01 ;` SIGN
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Lc) h--,-- A-`r -� c,� _ I o, � Sig -- - - _ _t_ _ _ 6' �! N. COC 0 LP iS
\A 6, o � " 7960 - ° t _� 1_ /'\ - - - -
�,� �- - O - s�O - - 1- I „/ - GRADING ARROW -�
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_�`) " PE 13 VALLEY INLET _ s s • ® r; -� - _ 12 NYLOPLAST OO
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• 60.22 �'��������� `s�9 L9 , INLET
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60.04�� - - _ - - SS - t9 Lt5\0-
_ 58.81 - ,000- - � + � SSS- �j 6' �d' BUSH/SHRUB , .�
- _ - - - -tis �� k-1.91
- - - - ___ 5\ �� .9 �9 > ,.� S s ��_ S 57.80 J'
o to >- - - S ME11� S ` 5 S di `� �R fie` S S
\ •O>. -S �M'�'�� , Sj N Sw �. ��- bi._ . - DRIVE DESCRIPTIONS DRIVE
2.5 CONC. ROLL CURB, TYP. S O \ � ==
- ss �.I s sS s SS - - -SS - - n
1 � SS I _ - SS - SS- - - - \ - Q
v7 Si _ SS SS SS - - - SS = \ SPOT ELEVATIONS 4F
,5. 5 WIDE CURB CUT (n / TYPE 16 COMBO INLET . I-
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CURB & GUTTER, TYP. a HIGH ROAD a.` \ J
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TYPE 16 COMBO INLET, 1 LL W 0 Q
0 _ _ S - 49LF OF BOULDER RETAINING WALL, RE:GRADING I \ „� �� 1 . REFER TO SHEETS C210-C212 FOR STORM INFORMATION. O Q J
_ - - - - - _ DETAIL SHEET FOR-i--TYPICAL WALL DETAIL �� �� I '"
_ TOW-57.72 58.41 �� CS PROVIDE SWALE W/ MIN. 2% SLOPE AT BACK OF �� � 2. REFER TO SHEETS C220-C223 FOR SEWER INFORMATION. Z X_ w 0
1 * -' - THICKENED EDGE ALONG S --� GS, BUILDING, RE:GRADING DETAIL SHEET FOR TYPICAL �. z
TOW-58.91 TOW=58.63 / 58.47,- 7958 SECTION AT BACK OF BUILDINGS i �tw 1 3. REFER TO SHEET C230-C234 FOR WATER INFORMATION. z Q
STAIR, 2 MAX HT. 67 \ '^N'\ O w Q
BOW=55.00 L TYPE 1I3 COMBO INLET - - 8 - WOOD STEPS W/ 1 _7957 54.67 - n > )9 _ _ _ _ 4. REFER TO SHEETS C104-C105 FOR ADDITIONAL GRADING DETAILS. I- 2 0 g
"�'� X58.36 l SS LANDING FOR CRUSHER 7955 \ �g 9S� S�,
TOW=58.34 X '%.---......„ / FINE PATH, 55.00 / 53.83 \ S6 5. REFER TO SHEET C106 RETAINING WALL ELEVATIONS AT UTILITY METER
TOW=57.28■ I I _ -TOW=57.28 S6,-__ �,_ _ -RE:LANDSCAPE FOR __7g56� HP / / \ \ 55.33 BANKS AND DRIVEWAYS. _
�- �•� '76, �- ORIENTATION AND 54.83 / / \ 53.18 \ I I - _ - U
- BOW-55.20 / L _
\ �� r- -' -__________111-\;-- - o° 6. REFER TO SHEETS C213-214 FOR PERIMETER DRAIN OUTFALL PIPE
S . O LAYOUT / \
- _ BOW=55.56\ / `SS / '\o°/° I / '�\ \ \ 58.96 -- (5- N LOCATIONS AND WINDOW WELL DRAINAGE DETAIL.
O BOW=54.51 ` BOW=55.78 / BOW=55.50__ 55.00 >
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O \ \ \ \ / 12" NYLOPLAST LAST INLET, IS \\ \\ \ I\ - S�1g�g 7. RIGID PAVEMENT SHALL CONSIST OF CDOT CLASS P PORTLAND CEMENT
U \ \ \ \ \ RE:C210 FOR INVERT INFO S� S, SSI 59.08 S CONCRETE AND MEET CDOT REQUIREMENTS AND THE DESIGN CRITERIA
\ ` \ _ 6' •\ > •6, \ \ \ \ I `96, U PER THE GEOTECHNICAL REPORT. 0
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72LF OF BOULDER RETAINING WALL, - V5\ S \ 8. LOT LINES SHOWN ARE FOR INFORMATION ONLY AND ARE PROVIDED AS A
S \ 17950 LOT LINE, TYP. z
W I RE:C104 FOR TYPICAL WALL SECTION \ \\ \ \ \ \\ �g �- / •
s7 s> ss I \ \ \ �� 0 W COURTESY. LOT LINES TO BE VERIFIED AND STAKED BY A LICENSED
Z \ 54,78 �/ S4 Ni\,,,,i.:„.::
�' \ RE:NOTE 8 s Z SURVEYOR IN THE STATE OF COLORADO FOR ESTABLISHMENT OF r r- r- r-
J 1 \ _�,�95 V �� h� N - - _ SS S ` I I �` 4►' 1 - DIMENSIONS, LEGAL DESCRIPTION, SQUARE FOOTAGES, ETC... LOT LINE o5 CRUSHER FINES PATH, TYP., \ \ '1 WINDOW WELL, RE:ARCH. , ARRANGEMENT IS BASED ON 4 OFFSET FROM EDGE OF BUILDING AND 3M M 0 0 0= 1RE:C104 FOR CRUSHER FINE \ 52'82 ' �Gjc� \ss_ / > S� FOR DETAILS, TYP. 10'\\ I \\ = OFFSET FROM EDGE OF PATIO. 0 0 0 0 0
U PATH DETAIL 52.75 �ei� _ �_ C \ \ U
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< TOW=53.44 \ 00._ _ _ Sid 14I 45.85 \ Q _1 z
0 \ � S S REAR PATIO, RE:C106, TYP.
GRADE BREAK, RE:C104 Q O
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T �_ 52.60 r� - _ _ •> RE:ARCH. FOR o • I - U
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BOW 51 .90 \ 0,5\ \ \\ �° ��S - I z
Mk BOW=50.02 `7 s /\/\'':\-)
\ \ 7 1 -rI s� S �`' Q
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49.01 \ 5 -10°% S REFER TO SHEET \ '` N' �_ I - y o 0 I
48.63 24 NYLOPLAST DRAIN BASIN / cP I. �0 - - -45.63 I I a� Q
HP S / S C104 FOR TYPICAL \ \ Et
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STANDARD GRATE , Q�
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ted' 6'_- ' 48.44 I \ •�.G• r' AT BACK AND �" o o � N a TRANS. PAD 48.65 � z
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FRONT OF BUILDING, Q
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> �0 49.51 48.13 �S- _- -- '; . Q6 - _�� SLOPE GRADE _� \45.38X '6v' 7`9 �� - A - - (,� �0 LP 2% TO INLET 47.66 - 0 N M NI- LOt9 49.63 _tR
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39.29 STANDARD GRATE .� Q , / �� Qo - � KNOW WHAT'S BELOW. CALL BEFORE YOU BIG. Cl_ Q�z
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