HomeMy WebLinkAboutB17-0066_C100GRADIN_1498500464.pdf SS' i / i i � ' � � � � i �/ i 67.86/ x" i �i � v�.i I - \
- / _ -TOW=65.78 - _ os 6'0 LEGEND Is
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� ���� _ i / � ' �� �' /�� - TO =65.89 � , ° 6'
\ SS- / / / / _ / -33�% �9 d� 6' fir''
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\ / / i MATCH TO-EX. GRADE, EMBANKMENT i r? 6g 42 !8.2
. _ . I •6) 60S �9,SS� //// j � �� _ SLOPE SHALL NOT EXCEED 2:1_ _ � /� -699"--48.- -69826;k71%-___ -67.00 - 1 6' 'SS EXISTING PROPOSED ��
06/26/17
_ PROPERTY LINE
\ / / // / �� �i 'Ig 69.86 69.86 BOW=61 .78 - 0
//// /// / /� i ' / / / ' ' ' \ i ' - 196504 9(5',_ - - - -
/ / / / , i i / i - _ , / i in- 6' i , - - - RIGHT-OF-WAY LINE - - -
/ / /77777,77'7 i i / , - /i LOT LINE, TYP.
/ / - 69.98 - 'cP RE:NOTE 8
/ / / / / / i 7 ' 68.98 69.86" ' 7 7 - `9 4
/// 5 77,- // ///� / � i ' �� � � Hsi � ' � � � 69.98 - - - SECTION LINE
' /-19°7 //i�/ ���j �, / /' - ' - GRADE BREAK, RE:C104 FOR TYPICAL EASEMENT z
i 69 98 , DRIVEWAY CL GRADE SECTION
//// PROVIDE SWALE W/ MIN. 2% SLOPE AT BACK i /% ' �� 79LF OF BOULDER RETAINING WALL, 4 MAX HT. TOW= .00 ' oc Z
OF BUILDING, RE:C104 FOR GRADING DETAIL 4 69.86 - RE:GRADING DETAIL SHEET FOR TYPICAL WALL DETAIL 0 RETAINING WALL Q
/ , � \90-� BOW=61 .00 "' w 2 ,, o
/ / gO SHEET FOR TYPICAL SECTION AT BACK OF ` ° 59 88 - LL
o z Z ^,
// 19 BUILDINGS , M I CURB & GUTTER "
/ % ' i / 7 - , 24" NYLOPLAST DRAIN BASIN NI TOW= w ,,.` io.o%� _ o cc z a o
�//// / / /// / / i " 69.98 STANDARD GRATE �� `� ASPHALT Q Z o Lc," 2
/ / / / / / 6 .86 - - - -
/ / / REAR PATIO, 68.24 -n o \ 59.95 1 , a z
7,///�5 /' RE:ARCH. FOR - •� \ 1� �\ 6'
�` o rn CONCRETE • o o
/ 19 7 DETAILS, TYP./ / 86 \ O P� . o
/ / / �1 - BOW=61 .00/ rn i o Ao `� LO
/ / / /' / - 69;98 - N \ - _ N
j/ // // //67.88 ' \ � ' `� s i 24" NYLOPLAST DRAIN BASIN nN, CO I _ 6p - - - -5750 CONTOURS 5750 o a
/ / / / 69.98 crl
�� 9 STANDARD GRATE 6, - co2 0u0
/1z/ // / 69 :6 � ' REFER TO SHEET C104 FOR TYPICAL 00 - <,o �, - - - � C:" 0/ o .. 0, i cn ST- - - - STORM SEWER ST
/ � GRADING SECTION AT BACK AND - S`S �9 Q
7 / ,16' / /j / FRONT OF BUILDING, TYP. c _ :` 3' CONC DRAIN PAN <0 SO 7960 M �' ST STORM MANHOLE (,;
/ /7 ,19 / 69.97 WINDOW WELL, �'\� o - - 60.1 1 60.22 . ®+�. co[' 1�
/ / / / / RE:ARCH. FOR _ \- - \�+ s - - - jr 60.38 �- - --I- INLET M
/ // 7 / / pa DETAILS, TYP. HP - Warittik6b - -/ _ 5. _ � 60.23 60.15 6o s/ / 66.00 / 11111116 6'
li .S .> �9 _ - -- °1 < FLARED END SECTION
/// / // / / / o S'O 60.30 60.26 60.1 1_ `� .01 ZlSO _ -s _ _i'
BOULDER RETAINING ��1 - - 60.38 HP - _60.04 s - - = tScP9� v SIGN
/ // /' LOT LINE, TYP. -� o � ='
i / / r WALL, RE:C106, TYP. --,-\ .0--) - s J; �1 60.15 HP 6'� _ - i 7 11-
RE:NOTE 8 . �` ` 60 _ - \i - GRADING ARROW -0.--
/
/ / 965" / / _ Q. �- S0 �0 5' TRANSITION FROM ROLL
O 2.5' CONC. ROLL CURB, TYP.
// // �� / i Q I --
// //7-
0 S CURB TO DRAIN PAN \ SS - SS - 0 DECIDUOUS TREE 0
GRADE BREAK, RE:C104 FOR TYPICALLP -C( , *` `S0 9 - _'c -SS
/ / DRIVEWAY CL GRADE SECTION N Q1\$ ' / CO �� , - - S
n6, , , \� T S �� / O;S S 60 __..--
L5`
I
, � EVERGREEN TREE I��
/ / // / � OA p-P S0 /J� /
S /`7-'- ^�' . SASS / 2.5 CONC. VERT.
// / / 7 / \\� 7 •SS J' s(� `�� �1 - - - _ / CURB & GUTTER, TYP. I "
/ // / 0 i ___:_......0,000111111h--,,A •-) �. _ CS - o� C� BUSH/SHRUB
• S
/ / / / '9C0 _ \o+ j 1 / 6' .oma ,% �`-- __'� DRIVE DESCRIPTIONS DRIVE
6 �,
57.64 - _ \ Sd, _I' - - / _
//// i' ����� _ sS-- L / � , , �. � �� i 00 �" ��� SPOT ELEVATIONS F�� Q
/ MATCH TO EX. GRADE, TYP. - \ ro •s _ 58.18 A S� -- / TOW=57.72 z
// / _ � � - S 18 - WOOD STEPS W/ 4 -59.28 - -1g60 -TOW=59.24 - ~
/ / - ` LANDINGS FOR CRUSHER FINES TOW=58.91 TOW=58.63 Q w z z
0
/ / _ / Sj /� � PATH, RE:LANDSCAPE FOR - ��;TOW-58.00 TOW=59.50 BOW-55.00 > -
/ / ` c. - 3� ORIENTATION AND LOCATION OF - �,� - - - N► -
/ ` Sj. - STEPS & LANDINGS - GENERAL NOTES: W
2.5' CONC. ROLL CURB, TYP. 't TOW-58.34-
/ / 6O_ ^_ _ _ - / BOW=56.00 - BOW=55.24 TOW=58.34- z
'� fl
�g55' TYPE 13 COMBO INLET ' ~ .`s ~ - - �G� � C X95 - _ BOW-=55.57 :BOW=55.20 , I 1 . REFER TO SHEETS C210-C212 FOR STORM INFORMATION. z X J E
/ W/ MOUNTABLE CURB GRATE . -
,� 0.4 N_ _ - TOW-58.00 7955 \ - J - W Q
- BOW-55.567 I 2. REFER TO SHEETS C220-C223 FOR SEWER INFORMATION.
1 4' 44 - 5 1 7955 BOW=54.51 z
, \ \ I ---- S �°� j - t \ 3. REFER TO SHEET C230-C234 FOR WATER INFORMATION. W
G / TOW=54.01 -150LF OF BOULDER RETAINING WALL, 4' MAX
---j- - , 70LF OF GUARDRAIL W/ END 0 -
ANCHORAGE, RE:C104 FOR MIN. - BOW=52.99-7954 HT`, RE:C104 FOR TYPICAL WALL SECTION 4. REFER TO SHEETS C104-C105 FOR ADDITIONAL GRADING DETAILS.
, � 7954 - Q
53.08:. CRITERIA, GUARDRAIL TYPE TO BE '� BOW=55.01 > ----
-
I
,,��� DETERMINED AND SUBMITTED TOV FOR ,•' �
/ 9S3 5. REFER TO SHEET C106 RETAINING WALL ELEVATIONS AT UTILITY METER
`-�, :�� REVIEW_ - / ��
72LF OF BOULDER RETAINING WALL, BANKS AND DRIVEWAYS. 0
50.41 .,ri�� y� �� 7g RE:C104 FOR TYPICAL WALL SECTION
-�g�` ��y�{; _ \ �, .` W - 7953 �, 52 18LF OF BOU_DER RETAINING WALL,
\>- , / \ 6. REFER TO SHEETS C213-214 FOR PERIMETER DRAIN OUTFALL PIPE
�� 1/49,5,-
5 \ TOW=52.25 - RE:C104 FOR TYPICAL WALL SECTION N-
LOCATIONS.
- 75LF OF BOULDER RETAINING WALL, 4' � __7951 7951 �i \ 5' CRUSHER FINES PATH, TYP., CD
____ otsp TYPE 13 COMBO INLET �� TOW=56.20 - MAX HT., RE:C104 FOR TYPICAL WALL
RE:C104 FOR CRUSHER FINE
SECTION _\
(..,.4----.., \ 0 7. RIGID PAVEMENT SHALL CONSIST OF CDOT CLASS P PORTLAND CEMENT
4°. 0 �9 TOW-50.14 \ PATH DETAIL
95CONCRETE AND MEET CDOT REQUIREMENTS AND THE DESIGN CRITERIA PER
\ 46.25 \ � BOW=52.32 �� ► Sp N� \ . .
_ TOW-48.99 \BOW=50.19 g49_ 46.70 i 7g TOW=53.44 - THE GEOTECHNICAL REPORT.
1� ) TOW 55.50 /TOW=49.96 \ 7 LP -50 - TOW=52.10 \ w 8. LOT LINES SHOWN ARE FOR INFORMATION ONLY AND ARE PROVIDED AS A z
,�� \ g 12" DIA. RIM & BASIN BOW-47.14
.`� �g45 Sp TOW=53.00 � NYLOPLAST INLETS, �glk �r ` \� z COURTESY. LOT LINES TO BE VERIFIED AND STAKED BY A LICENSED h
7 144.16' - %.,
_, BOW=51 .90- - SURVEYOR IN THE STATE OF COLORADO FOR ESTABLISHMENT OF
'' BOW-51 .75 45.13 BO_W_-_46.00 RE:C210 o) 0 9s J Q) CO o
�� / 1 10 LF OF DRAINAGE - 45.32 BOW=46.00 ' -- ^ BOW=50.02 - �. \� \ DIMENSIONS, LEGAL DESCRIPTION, SQUARE FOOTAGES, ETC... LOT LINE o N
SWALE RE:C104 FOR TOW=49.69 - - - -' ' ° i
, - � - 44.73 � � 9 \ = ARRANGEMENT IS BASED ON 4 OFFSET FROM EDGE OF BUILDING AND 3 '� '� '� � � �
/ \\7 00._
TYPICAL SECTION HP �cT�� ,° Q -5=44.85 LP LP
- _ }zd' Sp \ (� OFFSET FROM EDGE OF PATIO. 0 0 0 0 0 0
\\ BOW-50.40 �S o S - - -
49.01
g 'o i~ •\ Q o ....N 49.01 45.71 48.00
i st�� - / - - - 48.63 Q
� 7 >\ BOW=45.69 - - �s Ih \ --_ 44.95 7 _ _ _ - H P a o
, _ - 10" PVC DISCHARGE �j46�o ° N �S HP - __ R ��--�
� \\ _la TO DAYLIGHT - , > IllS •S sz o �S r I _ ��� ° .0S 49.51 48.44 Q
>\ 7940 - , S - - r S �`
CP Q `� SIgo cn
7
/39.66 % / S`' `� °' = S 48.19
TOW=43.3344 ^ 'S7 born \7 , ' ,_ _ - o o " m
/ ?9A - - - - - � 45.83 12.2% _24.3% yz '0\ \ � -�iiiii ,� o o o v 0
/ 0 A
/ -`�� kqcs, I ��9 `9 A 49.51 o o f
38.07 *04
i ` REFER TO SHEET C104 FOR TYPICAL 9Q 110V6, O •6+ ,� 0 J
� GRADING SECTION AT BACK AND D S S-' `" S 49.63 o S a
• - - 44.83 �9 > \ o Q w w
A� \ FRONT OF BUILDING, TYP. 6S REAR PATIO, 49.63\ o CL CL
�`� - - - s 38.44 BOULDER RETAINING WALL, WINDOW WELL, RE:ARCH. • RE:ARCH. FOR \ J m o_ 0 0
/ ( 0� �� RE:C106, TYP. oFOR DETAILS, TYP. DETAILS, TYP. 0 29. Q Q a
73LF OF BOULDER RETAINING o u__,
04(''.1 I 6'S Z z z
/ Ad ^5' WALL, 4' MAX HT., RE:C104 °�° ? 0 0
���\ - - - � r o 'V' A-3,* BOULDER RETAINING �' � N � w � �
/ FOR TYPICAL WALL SECTION o w ELEC. & GAS METER BANK,
0
/ / - - ir) Li_
i�'- 12 DIA. RIM & BASIN WALL, RE:C106, TYP.
/ , \\ - q "� L. \ NYLOPLAST INLET, RE:C210 ��, ®/ RE:MECH., ELEC. & ARCH. , o N a
35.114 \\ Mil • FOR DETAILS, TYP. z
�� 'Cf- 0ZzLJ
- _7935 7935 . - N N - 'ons
a o� �>-
\ \ `1 1 35.80 37.99 38.50 `n It . Q _I E
\ 3 .26 1 .\ \ A\ 1 \ 36.5 �► c, x-
\ �' y -r o o now
_ _ z' Iv. o �9 \ 10.790
.6)0
/ \ N I �� '22.0q
\\ -�� 0 O � �� \� N \\ I �� � �$ ' IYP.' 18, \ 0 41 .50 ��Q�
�� \\ 0 N \ \ , 1 0 , TYp. o w Q z z =Q w z
\ - i N ', o \ \_ \ �� - 35.50 o u � z z w L:l i o z
ROCK CHECK DAM, TYP. \ 00
\ LP - J w o
\ GRADE BREAK, RE:C104
RE:C1077/4 FOR DETAIL \. \ \ In N - 0 - - I I 0 I o Q Q Q LJ
w Q
\�-� \ FOR TYPICAL DRIVEWAY - - d'Q CO �° .00 1o.oq, = z~
\ tv CL GRADE SECTION I - •- - _
\ \ \ I I / 37.53 ` - - ^' . _ �� www= Q
\ \ \\ _ SS� � ,,r co
/ - � `� _ _ o _---- - C ,39.29 10 5 0 10 20 m m z��� o
4.00 WIDE \ o Q - _ - - ° 0 LP SCALE. 1 ''=1 0' - o
DRAINAGE SWALE �\ `� o •gyp" `� 35.53 I -� • , - • ,- - I L_ z.a-
\ \ l� o �` - -r� _ �_ �j v TZ _ - _ - �o _ ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET C 0 z o~ z
RE:DETAIL SHEET C104\ \\ S � � 1- -4-.- __ w_� 5, c��, _WM t S - - - -co 1 � � p, =oo� o
31 .17 ♦ ' S , .T'S Ali.." -1 -11i
Manilla," I o �9� - _ - y z ° z o
SS =_ - =3._35 80"� .. � -I- - I N -, i _ ¢ '"'� o��z �
24 NYLOPLAST r j _ - 1 - °� I i w w LL
IN-LINE DRAIN \ \. l �. � �ls 1 = - -- 6Y - -' - � �� - �J p z�°=o
I. rn I CONC. - u\---\---,-,-- - -b7 - T I QRIM=7931 .00 � � � ,n' I �j5 / -��_ _ 6' i� _ - - , . !� �OLO �O 811 . p _ o
_ 1 .00 �A into
a LOW ROAD SS TRANS. PAD _ a -�_ 'O - ,� _/ �� v w z o
INV.-7929.05 r I!� e ` / - (� KNOW WHAT'S BELOW. CALL BEFORE YOU UIG. LL p=ZS
/ r,�::� J -s� DISCHARGE STORM AND --- `S• > �`� o _t - - Q
o `-1,z9 - ` Ilunn,n, � a�
�►�/ 0 . v 1 c C.S - _ c�j PERIMETER DRAIN PIPES TO j _ W_ _•�jD S� til ,, at
® STORM INLET, INV.=7934.25 `9s `SO- __ �: 1p
o� / 4 DIA. BASINW/ SOLID LID FOR SUMP PIT - - -
J� 1- - - !� - =1- - CALL 2-BUSINESS DAYS IN ADVANCE\il- - - \ / AND SUMP PUMP FOR BUILDING 1 & 2 - --+- - - Sheet Number:
% 13LF O:,,.._8,,,,,
HDPE / •
`'� I "� - SS - PERIMETER DRAIN DISCHARGE, RE:C213 ! BEFORE YOU DIG, GRADE OR EXCAVATE FOR
c!' 60LF BOULDER RETAINING WALL , �°� / S ! / 0 MARKING OF UNDERGROUND MEMBER UTILITIES
TIE TO EX. INLET, '
- _l� � BOW=3-5.66 - -- � � �
A INV.=7928.75f f4V - / - C 1 0 0
BOW=34.80 / / �1
,y�4: - / �`�� / f / MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY
/ c__
. �-� 1 PS
. s' I j•� BOW 36 37 .\ SS -/� l/ -�f - / �n LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN
i `o B0W=34.23 >'- BOW=36.90 �� z - - -SS/ _ [)( -SS-
PLOTTED� �,�, / . PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER,
/ / / ed...,„„,,,� TOW=38.28- __ - - - - / AD / ® I THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE,
. . ` TOW 37.85=- - - i\Q' - MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES
// , TOW=35.01 PHONE PED. TO REMAIN TOW=38.1 6 TOW-38.79 �I PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
it ��. -