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A PORTION OF THE SE 1/4 OF SECTION 1 & N 1/2 OF SECTION 12, T 28 N, R 4 E, WM
<br /> ss' 1 /,�> \ CONSTRUCTION NOTES
<br /> 3' 3' 17.5' 17.5' ) O REMOVE EXISTING VEGETATION AND TRACKROLL EXISTING SLOPES
<br /> /";'� - > /., IN ACCORDANCE WITH GEOTECHNICAL ENGINEERS
<br /> :•./
<br /> ASBUILT TOPOGRAPHIC INFORMATION NOI TH RECOMMENDATIONSS (MAX SLOPE 3H:1V) L(7
<br /> i ,,// ` STABILIZE SLOPES UPON COMPLETION WITH PERMANENT GROUND
<br /> �Tj 25 2% PROVIDED BY MILLER CREEK AERIAL �� / /, ,,,,,,7/1/, , - ' % COVER(HYDROSEED).
<br /> DATED FALL,2016 o so 1zo zw / t 06 I-
<br /> u!-o .t - HED �. �(o/ O2 CONSTRUCT ROUGH GRADED ACCESS ROAD PER SECTION A-A
<br /> 16"DITCH IN
<br /> ..-,,c.,?.. SCALE: 1"=120' // � - ``� % AS SHOWN.
<br /> 6"CRUSHED SURFACING /
<br /> CUT SECTION BASE COURSE CSBC .' / / 1` \\,
<br /> -"vgg \ \ O3 CONSTRUCT ROUGH GRADED TRANSITION SERVICE ROUTE FROMLn
<br /> a
<br /> FABRIC MEMBRANE,TENCATE MIRAFI 160N, '� ,SD OUTFALL ///
<br /> / '� 7--,,,,,, MIS i,ST \, �� 9 LOT 45B TO LOT 45A. CONNECT TO EXISTING SERVICE ROUTES z
<br /> FABRIC MEMBRANE,TENSAR OR EQIVALENT IE=422.19 J% /(' DISTU OF CEE" ' AS SHOWN. z
<br /> DISNRBANCE \
<br /> NORTH AMERICAN GREEN BIONET SECTION A-A /PLACE QUARRY �/ '/ !% / f \�\ \ 11 O
<br /> 0125 BN, OR EQUIVALENT SPALLS �.O/; (T�) \,\ f 4 CONSTRUCT CUT-OFF SWALE O 0.5%MIN SLOPE W/ROCK m 0 C7
<br /> `� > / �_ \ \ O CHECK DAMS®100'INTERVALS AT TOP OF SLOPE. Z Lf)
<br /> ACCESS ROAD 9 /� ! z
<br /> NO SCALE 4 i' / ,Z":"- > _ 3 - f-
<br /> � �
<br /> �(�!�, ./ 70� <,18 CPEP s \ \':� O INSTALL 24"b CPE DOWNDRAIN PIPE WHERE SHOWN. 2FT MIN X
<br /> i"�' '24 CPEP 1 •
<br /> INLET INV=426 91 / v \ COVER. (/) Z
<br /> q f"� / / ''/ i 5=2.77. S-8'07 • /,i -I O INSTALL CPE CULVERTS WHERE SHOWN. PROVIDE COMPACTED CC F- J 01-7
<br /> C/L SIEVERS DUECY BLVD EX R W / - ' ;>1 i s�� EARTHEN BERM DOWN SLOPE TO DIRECT WATER TO CULVERT. 0
<br /> - SO' / VARIES 6' 6' 6' 12' _ 4-/ �`' �/ �© PROVIDE ROCK HEADWALL&RIP-RAP PROTECTION PAD ON a Ly,J
<br /> ...II �� j j '' -- , \ Q'\ CULVERT ENDS. SEE CULVERT TABLE FOR CULVERT DATA. _i J X >
<br /> _ EX ROADWAY 10' T 3"' 6' 3 - `,•-:_2'7,---
<br /> „� / I • ' r I , /^('� w N ` ' W
<br /> EX PLANTER EXw O ,..,;;,--,17",/-- // `-� j \ \-t O7 EXTEND EXISTING 12"b STORMSEWER 3415. PLACE QUARRY L.L Jw� W
<br /> PAVED Xz 1\ ?� ` ,,x; --.z.
<br /> r� _-------- � �., ,` V �' SPALLS AT INLET.IE=446.81
<br /> PATH \-/ /"i / //
<br /> ^x O 12"WIDE SLOPE 'd (f � ��/ -----,e2,%1:::-::7_,--',,;=,- ---...•.:-
<br /> i- �i -, O REPLACE SOLID MANHOLE COVER WITH DEBRIS CAGE.GRADE LL.
<br /> _.J_ MAINTENANCE RD s r"� /-/),,,,,-~ -. _ ,, / ( - --..--:', 0----,-\ \ �, �/ DITCH TO DRAIN TO DEBRIS CAGE AND PLACE QUARRY SPALLS. U) /Wn
<br /> ET -�` J./ •5. t old // I7.____, _
<br /> _ `�(j �.3c�` j ��� 436.68 EX81E=12" CPP SW VFABRIC MEMBRANE,TENSAR �; .-�" //�� � �, v i 1. ( )' ,� �i� _-�► / v 4 / 436.18 EX IE=24"CP(N)
<br /> 2' NORTH AMERICAN GREEN BIONET y� EX 24"CPP 'S SDMH 1 .320LF \ ,-\/<./ �/
<br /> C125 BN, OR EQUIVALENT V. �/r.- ,yCULVERT '" i/ 24"CPEP l: O9 USE EXISTING DRIVEWAY APRON FOR ACCESS IL
<br /> SECTION B-B 'i 'i IE ' _ s=1s•s5 1s\, O H
<br /> �� <2,� /�,j. /� ,�7� �.- v , 10 DRAINAGE&SLOPE MAINTENANCE ACCESS, 12'WIDE GRAVEL
<br /> _/.'- .. %i - --� - \\.,,\ S 1 I,II, I SLOPE IN
<br /> SLOPE REGRADING o Ex SWAIE�//
<br /> NO SCALE - ---_j---;---1,---
<br /> �T �� ;y/ / / �, A Av.` �'� 11 SLOPE INSPECTION ACCESS TRAIL, 8%MAX GRADEE.
<br /> � ,
<br /> i"
<br /> ---/Z,z%
<br /> • �_ i,i , /�j 4 = AA VII s--,:\:...
<br /> // �riir // -� /� - = } A I''• 12 REMOVE EXISTING VEGETATION, INCLUDING STUMPS. HYDROSEED
<br /> i lam` / / •-,11---...- ;;;-•;„12•,:, � ' A\1 ( "�j
<br /> /✓" v / //j _�� `A'II i, � SLOPE. '�
<br /> � v� vvA v O.�`
<br /> i/� a' /Y'- 27 /% ire � _ �� '\';'\''.'',\\‘‘','.'\ :� 13 DOWN T DEWAON EXISTING SEDIMENT PONDS AFTER
<br /> ;;;;;/"Z. ' /:r�, / �/i "%i j SDMH 2 - A'.; A, �'A` A DOWNSTREAM CONVEYANCE HAS BEEN CONSTRUCTED.
<br /> 2% ;5 �; : //jI'l'i�ji i�// /! %�� - -_500__ SEE DETAIL - -R-25 \� \\ IT �,
<br /> �,,,.,.. ,,y„ .._..,,.:_...1 ' �i% rr -/. i/�,.!' . HT,SPB _ \\\ ,,�„ \\ ,♦'1 �'��' 14 INSTALL 350LFf SILT FENCE ABOVE EXISTING SEDIMENT POND „3 4+'
<br /> S%\- ; \:\_ ,..///,,,;:f.,.,
<br /> �", ,%' ^, '''-'' '', ,>•22',-,---- z.2-2-. ,=',
<br /> �i/iii<>„,,,,,,/,,/„.;<..-2 " --0 _ _ BEFORE STARTING PHASE 1 GRUBBING OF SLOPE ABOVE.
<br /> 6"CRUSHED SURFACING s: . j/��/r y --/-
<br /> 4:--,, \\ \ \ \�\ ` \1 0A CULVERT TO BE INSTALLED BY CEMEX PRIOR TO TRANSFER OF
<br /> BASE COURSE CSBC I / / �/ ' � B .-- -- - _ wA PROPERTY TO CITY.
<br /> FABRIC MEMBRANE,TENCATE MIRAFI 160N, ' /<-"X-7:::•-=-Y- ',=7"--.-',2>'-'„-''i
<br /> OR EQIVALENT
<br /> �o'-. \)\\‘‘,-"\'' ''\'
<br /> _ __-- "_ _ A A v v , v� v PLATEAU AREA - p
<br /> SECTION C-C - v. V. \ \ �, v REGRADE SURFACE PER PLAN 12" BELOW U m
<br /> / r .. '
<br /> `V A vAA\v\\ �\�1V V 'v FINISH GRADE. CI)CA -`E.
<br /> SERVICE ROUTE ,;(,,,,,;-(-7/, ��� ;% /' - \ \ \L',,,
<br /> vA','A v w\ Nk RAKE TO 24" MIN DEPTH. Z W m m
<br /> NO SCALE / //d4 // 5 UMITS OF SITE - /' _ \ 1\\ \\\�\ \ \ REMOVE DEBRIS&COMPACT. ;Q m°'e
<br /> -/ ��, / ,. - R=2 DISTURBANCE(TYP) _ \ \ PLACE 12" SCREENED COMPACTED FlLL o 3"
<br /> //;/ /� �_: f -- `\. A\,, _ \ \� \":‘\‘:;'\`',',',,,,,'‘C- , '';\ \ \ TO ACHIVE FINAL GRADE. W m =f°
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<br /> ij V Cl 0 >�v
<br /> ;/ ` x� /fes-: A ti A CULVERT DATA-ASBUILT >W
<br /> ,e----1;/--„:41',.// / �,'- \` , - \\\
<br /> .., \ \i� . CULV NO. LENGTH-SIZE-SLOPE STATION&ELEVATION Q CO m`a
<br /> /ter ♦, . \\\� v `� �'� v v
<br /> ttz a 3w
<br /> ��ii A /% _ �� \ OUTLET-25LT N
<br /> '/./..I ''/ //� >.�_ d •\ #1 501E 24"CPEP IE=472.67 LT, /� ' / - t / ��� ` �‘ \ S=0.55 INLET - 25'RT
<br /> f/ \ IE=472.91�i� r ;�� - \ CULV ,\ _
<br /> /
<br /> ,,,,,.;*/;/;-
<br /> /�-/ / -f _ i /�\ \ ;� \ \ - -- �' i \, a #2 20LF 12"CPEP OUTLET-IE=496.29
<br /> i ""/ j / '/"' \ 1 \ \`� \ z\ � \ 5=4.15 INLET -IE=497.10
<br /> ` i /, 1 © \ \ REVISIONS: APPD.
<br /> / CULV/1 - il3 20LF 12"CPEP OUTLET- IE=475.06
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<br /> /,,, I I `\ •.O - \ _ \ �: F 5=3.45 INLET -IE=475.74 1Z,ADDITIONAL
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<br /> /' ' % _-
<br /> . �_� ®' \\ c\ WORK REQUIRED 3/17
<br /> i /// %.:, />i /`'y \ _ .:d SDMH DATA-ASBUILT
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<br /> ///,/� 4_,,,f,,,,,„.„,
<br /> + � -.. SDMH 0
<br /> �% /� � �, � N DATA
<br /> N4-,y,-/,-,_„___ L� +_ /� - cult'
<br /> o t :z x ii / �:}�', / ,•,...,-„, ,- i v .V t /1 N 344857.68 E 1296290.82
<br /> s d" :,_ / �'� i�;/ �% \ "%'/� J\i� /' • � I ' •- I A V I� �� •$-2116 TYPE 246"b W/LOCKING COVER
<br /> / i, ��/ �';- _' -- \ 1\ RIM-429.65
<br /> � ! i /i% //--_...�. ' t', ,,i /i ="--„="r-,.-1--,,,:,,, / 1 •-1qF-12'CPEP _ \' ,A,, IE=424.10- 24"NW,SE
<br /> 4 /!�.' Y i,�/ // i,j ` �\\ //,� ,,r,_ � J � r !",„----/-:-%:.-- ,„1-..---;„-:,----,...„.. � -l i , W Fes-513.38.. .. 10 IJ/- \ Ca-, A \�\.: N-4 ._\. IE=424.10 is
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<br /> % ;r !Y --0) _� / ,'' - - �'� \ ..., _ J ', ,� -X83.71N 344564.1296415.68DATE: MAY, 2016
<br /> / \.` / " ,/ .J7 - .�--ii ' `=? � - - - ,(/ \. P' I I2 DESIGN: JNM/�; %�/ :.j /(- ( / --Y /"%s ".� - � _ \ TYPE 248 LOCKING COVER4 i /,' //. r��r L�>.% Z� `.1:` ..---'-.� i' __ \ �/ ., , .� a RIM=494.5DRAIIN: CLK. � •-/;' _ _ ..__:._. /- - i - iiVigl \ ,\ 701F 1Y(PEP i IE=486.98 CHVISION JNS
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<br /> . __3-. -,-1. s ,, :�"a-a, - __- .,..-�."'_.;1"._ " '> - - i: ii , r -IL, A. Q CBIS N 343475.05 E 1296600.23
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<br /> i - �/ .. , - _ I _ ='WEST PLUGGED:- - �` \ i ,....„...41/4 _\ .__ROCK HEADWALL 1',1 _ TYPE A W/7 SOLID COVER ,
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<br /> --_...;.. ,. ; _ : '. :. "-:.�-;'--„:2-_-;,--117", , � % � _�.':.::� _ -tN C6 - _ - IE-487.95 .........._...... RIM=516.37 SCALE: 1 =120
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<br /> / - ; __ T. - - ,. DET ,� -._. CT \. - (PLUGGED) PROJECT NUMBER:
<br /> , - _ - .�. _ r � I�: .� _ '_`: :," ; � iiA � � - - /TNi'P� DET 1-. :& - N 343324.08 E 1296529.45
<br /> .... .✓,',', --r u' - . , '' , . }. ' .,v 'A _ - _ CB/4 TYPE A W/OPEN GRATE OOOS
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<br /> s RECORD DRAWING 04-04-2017 OF 8
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