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- 69,9E J9L,F OF BOULDER RETAINING WALL,4°MA%HT EASEMENT
f/'� OF BU LD NG RE C104 FOR GRPD NG DETAI- 4,-... 6386'' REGRAD NG DETAL SHEET FOR ttPCA WA DETAL ! ING WALL _
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INLET
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WALL, REC106,TYR a - -
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TRANSITION
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DRIVE DESCRIPTIONS DRIVE
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/„7"55 w/MOUNTABLETYPE la CO BO ET ��„Y--'
�/ . - 0 . .6 - \, / _ BOW 5557_ BOW 552\ ( 1. REFER TO SHEETS C210-C212 FOR STORM INFORMATION. >Z x W
CURB / _ \.. d - TOWS=/5^BOO I 0955 F �\ BOW=55.5•�'` 2 REFER TO SHEETS C220 0223 FOR SEWER INFORMATION. >2> g
•15.S\ #.-..--- _ .� ..O 1955 BOW 54 51 \ \ I U.
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-1 51-1-7--11,1_1W=54.01 \ \ 3. REFER TO SHEET C230 0234 FOR WATER INFORMATION. O O W
-=-- 1sC5 _ ""...--1-100113. -
/•u. � 150E OF BOULDER RETAINING WAIL 4•Max \ \ H p
OE 0 G D L /E D ' 1,40000. ---'•--.'.-
/� / )954 - HT..RE.C104 FOR TYPICAL WALL SECTION \ \ \
�� ANCHORAGE EC 0 0 �� X94 OW 52.99 _ \ 4 REFER TO SHEETS 1104 CI05 FOR ADO ELEVATI GRADING DETAILS Q
508 CRITERA GUARDR ttPE TO BE ��BOW 55.01 �_ ^ \ \ \ \ _
:7 -DETERMINED AND V F 85�� \ \ \ 5 REFER TO SHEET C106 RETAINING WALL ELEVATIONS AT UTILITY METER
REVE __ - J S `J2Tf OF BOULDER RETAINING WALL \ BANKS AND DRIVEWAYS. U
'l 9441 \�9 �. 1 __ - 7953 1952 ..0 OF BOU DER ALRETAINING' WALL, RE:C104 FOR ttPCP1,,NL SECTION \ \ _ _
T••° '� o t,� - ' ' MAXF OF,BOULDE RETAININGOR LL. -T05W=5225 -^97951 - D 4EC104 FOR''''''CAL WALL SECTION _ \\\ 6 RE 010606 FORNC P THE DET IE \® O 6 RGDTIOA ESEE�NT SHALL3CON5 214 FOR PERIMETER DRAIN OUTFALL PIPE
-- '�� ttPE 13 COMBO-- �`_T' TOW-56 2 TO 4W 9 TOW=48 99 „_„„,„......_\79,0
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.11.46k N".---'\ \\--\\
SO _ ceui CONCRETE AND MEET COOT REQUREMEMs ANOSTHE PDESIMGNNOCRITERIATPER
`�46 25 ' BOW-52.3 ��BOW 50 19 9 __ �OW=53.44 THE GEOTECHN CAL REPORT E
ARE
v 441fi 794 41111--11.
S - - BOW=46=0 NYLOPIASTRI:C210 T9_A_ -.111111111 BOW=51.90 J SURVEYOR NOTHE NSTATE OF COLORADO FOR 05TABLSHMENT OF D AS A
tY , TOW 550 BOW 46.000 _ -z� 449734 �� 5 'OW 50 D2'H. .-S \ = qRl RANGEMENTE56ASED00N 6'NOFFSET FROM EDGE OF BUILDINGL 111.1.
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/R4 �,110 LF OF DRAINAGE OW-51.75 5 13 AND 3 p ill 1,6,5-1-1,,0
`BOW 504. - > �3. T V� 1t--'4..3,3--!7'61.4.5.7.1....; LP - -- °' - y �\ C.) OFFSET FROM EDGE OF PATIO.
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�.• GRADING SECTION AT BACK AND S S 6
` 44.83' S J , �j �
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RECI04 FOR DETAIL FOR TTP CAL DRNEWAT B90 •
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DRNN4GE SWAIE ``` \` \yt S JS 6®`2_ 3553 �- pi - 114.3,/,•1 • �� LP-I
ALL DIMENSIONS SALE 1ARE".1Os SURVEY FEES M 'g�
RE:DETNL SHE//0104\ \\ \\ � w�JO _,--,,----f; 1d. ��M 52 -,--f.6....--4-1...;,.,-..__----
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1,i- l 'l .2.1110 _ u-1' S ` 7:_3S•by PERIMETER DRAIN PIPE412 �`.. -P PIT-41140,E,.. 3, SSB `? �_:"•-1-131--, o
_ ^ -- STORM LET NV 793425 4'DIA.BASIN W SOLID LID FOR SUMP PIT O S
1 �1 , _ / _ �= CAL H1� 2 BUS NESS DAYS N ADVANCE
\��\ Y AND SUMP PUMP FOR BUILDING 1 k 2 ��-� Sheet Number:
1.3LF. -- HDPE /^ I rr 1 - �]- y">4i$ - '-SS PER Rs DRAIN DSCIIPRGE,RE 0213 - BEFORE YOU ND GRADE OR EXCAVATE FOR
--�� � '�60LF BOULDER RET G �x ^� � y�-3S- r
-8 TE TO El.
5 / ',rC L W=„ LBOW 348.-k`EK 3566 // `, S _ / MARKING OF UNDERGROUND MEMBER UIILTES
-- 41 i - BOW=6.3]/ T 34+1� -- S- / : / m MARTIN/MARTIN ASSUMES NO E INFO RESPONSIBILITY FOR,HOWEVER,W ( 0 0
l Il YBOW=3412 iii�i --- BOW=3690/ ^A - �S / ns�ys�5' LOCATIONS THE UTLRES SHOWN ON THS DRAWNG HAVE BEEN lV.
17 :, O TED FROM THE BEST AMA�LE NFDRM TDN T 5
l l {' '..�//� TOW-38.28-TOW 3].85 - -_ / 1-1.-'
j THE CONTRACTORS LAND VERTICAL B UTA TO FELD OFA THE SIZE.
� / PMATEPRIO 409 THE C AND CMNTLOCATION OF ALL UTILITIES
l Fl/ �/T.W35.01 T TOW=3B-16 ---FM-111=-38.79
f: / PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCT ON.
PHONE FEB.TO REMAIN TOW 38.79 l
WO OF ge.
...4,0"940 r
kr 400
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PROPOSED BUILDING WTI
RE.ARCO FOR DETAILS
TOP OF FOUNDATION OR
6 q � , BOTTOM OF BUILDING SIDING l
LEVEL 3 FFE EXISTING GPADE I
RE:ARCH, I'-8" SII'
WA
aolt
�i� vARIES, L
EXPOSED FOUNDATION WALL
0.5'MIN. I F� �
REAR PATIO,RE ARCH.FOR _l APPROVED a,
PATO MATERIAL DETAILS FINISHED GRADE,RE:C100-C102,ttP. 4I13IZO18 F.
12:00:00 AM .•oga
LENGTH VARIES -- LENGTH VARIES,5'MIN. 'NOTE:ALL NON-PAYED EXTERIOR GRADE SHALL SLOPE AWAY FROM THE E i
STRUCTURE ATA MIN OF 10%FOR 5 FEET AND SHALL BEA MIN.OF 0.5'
10' BELOW TOP OF FOUNDATON/BOTTOM OF SIDING. 0 m
i'
2%M.SLOPE FINISHED GRADE AT BUILDING DETAIL
APPLINOT TO SCALE Z
O
ASPHALT DRIVEWAY, WIDTHS OF DRNEWAYPFC=_ F
REGRADING PIAN FOR LEVEL 1 FFE K U
DRIVEWAY SLOPES
=L�E AalS.,;.;.;—; R GRADING P�'D,DD_D � z1 �
W,R6.�,
;_ =•T /.........................ANGN RIDGE N ASP H h
soPLWOES
I W%1 EDGE OF ENTRANCE PATIO WIT 'AZ S''' OU
3,le,,,,!,.)
BU^ .wn..w..n..•, PROVIDE MIN.(Al: SLOPES AWAY 0
SLOPE MAY EXCEED 90R MAX.GRADE FROM BUILDING AT REAR OF
,..� AT THE EDGE OF THE DRIVEWAYS BUILDING,TYP.
••SLOPE MAY EXCEED 6.0%MA% � REAR PATIO,ttP.� T
GRADE AT THE EDGE OF THE �1i v9F J
CONC.DRAIN PAN DRIVEWAYS
OR ROLL CURB
PROPOSED TYPICAL GRADING AT FRONT AND BACK OF BUILDING liV -<10a Ira
NOT TO SCALE
PROVIDE MIN.SLOP.AWAY F10:1ROM
RE.0PROPOSED BUILDIUILDING
BUILDING ALONG SIDES GARAGE FINISH FLOOR ELEVATIONS JW z
OF THE BUILDING,TYP ;