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CALL 48 HOURS �
<br /> BEFORE YOU DIG
<br /> 811 SECTION 34 TO�NNSH I P � 9N , RANGE 4E , �/V . M . Z
<br /> ' o
<br /> ��� ; I � �, : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . : a
<br /> � �, . � . . . � � �
<br /> � � � � : : : : : � o
<br /> I , - - - - _ - _ - - - - 12+23.3 2.0 LT . . . . .
<br /> END 5' PAVED CB #5, TYPE B
<br /> :; � �r;, � P PATH . . . .
<br /> ; ___- _ __ �-.. __ :-- �_ - - - - - - - ED. . .
<br /> .;
<br /> _ _ ;
<br /> W/SOLID LID
<br /> , ,- , _. - �� ; i . . . • STA 4+07.2 • .
<br /> ___ _... _. _ . . .
<br /> --- __ _. _ , ,
<br /> _---- ---- ____ _ _ _.
<br /> _ - --- --- -- . . . ,
<br /> -- -_ . _ . . .
<br /> ___ �'
<br /> - - . _ __._--- -
<br /> �� 6 2' L T
<br /> _ _._ . .
<br /> .`, __ . _
<br /> _ __ __ ----
<br /> --- _ -- -- - _� _ .
<br /> - -_ _. _ -- ___ ____ . . W
<br /> _____ ? ,
<br /> - - -- _ _ _ --- _ _ ___ � CB #4, TYPE A RIM z66Z�199 68 (AB� �
<br /> __�.....�---- _. _____ ___ • • •
<br /> __ _ _. ,
<br /> - ---- - - - --- ________ _ - _..
<br /> _ __ _ A
<br /> _ _ _
<br /> o �; . . . , - . . ( ) . o
<br /> . __ � w._ �___.______� :
<br /> W/. GRATED LID IE (NE W) �e-195 62 AB
<br /> �.r� -�,'� _ - - _.� + : : : STA 3+24.9 1?.0' LT : . .
<br /> ,
<br /> � " `, 44inra� :��;- ; ,� �' . . RI � =�-9�P�197.61 (AB) �
<br /> '
<br /> M
<br /> . p � W, � IE •(N)=�9-3-�&195.51 (AB) • •
<br /> .
<br /> _�,
<br /> � � � aaaaaaa
<br /> . r� .
<br /> ,
<br /> � :� �, � , . . . . .
<br /> _ � 2�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f . . . . . . . . . . . . . . . ,
<br /> , � ; . . . . _ _
<br /> PROP. 4' MAX � �, N � .- � -� �,° ! . . . ; ' - _ - - � �� k,8�...21�.� �--�.
<br /> ', -- , � , .
<br /> RETAINING WALL � ' � �
<br /> � ,.
<br /> . . . •.
<br /> � � I ' . . . . . J � .��� .
<br /> . ;: , _ ___ ,= o�;�
<br /> ;
<br /> DESIGNED BY OTHERS �� �� � �� � �� ' • • • • � •� •
<br /> __ _...
<br /> i_�_ �__ ._ � . . . , ' '� I`� � W•
<br /> T P - 190.0 � �: � '�� . . . � � �3 �,� � �• �
<br /> � � � �
<br /> 0 � � � � . . �
<br /> � ,, _ ..._ � ��
<br /> - � �� � � . ____ _------' � � � �w Z � � �.,�.
<br /> TOE = 186.0 � �� ; � . ; , , 1 � � �
<br /> i N '; ' �•:; .•�
<br /> , , � � ��� � � LOT 2 �� oo � I��n , EX. SDMH, TYPE II-48" ' : � � � - - - - - � � •�5•��••�p
<br /> LOT 1 � � � � � LOT 3 � �-"��� �
<br /> � �:�P,��:=- FF �- 195.0 � �` o . W� SOLID LID . . � � � � ' �'
<br /> � %I FF = 192.0 �� - � O '� � . '
<br /> S �s 0.0636t `= � ' ` FF = 198,0 z '=� , STA 2+37.01 11.0 LT , ,
<br /> � . + i � ' FINISHED ' '
<br /> CONTRACTOR TO --� . PROP. 3 MAX �., � a � rx ;�� �'�� �,. - • RIM=191.15 (EX.) • • � � � • .
<br /> ' � �
<br /> � ' ` . .
<br /> . �
<br /> VERIFY SLOPE OF -. � RETAINING '�(VALL �__� ,._--- . _�.._.__ ; �, � ,� : ' NEW RIM-�-E�r 193.86 A� � GROUND
<br /> � SC� -------- � . - � .
<br /> . ,�
<br /> EX. PIPE ` ( DESIGNED BY OTHER�,- - - --- 'f, , C� --- „ �� __ �, _ _ ' ---_ . NEW IE E =�?-4� _ � � : : .
<br /> ___ ��J - ___ N
<br /> PROP. 3 MAX � t� ,��
<br /> „ . R�TAINING WALL � TRANSITION ',I _` � . . . . . . 1��86.�AB . . . . . . . . . . . . . . . . /. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br /> 12 PVC PIPE OUTFALL � � 'j • • •� • • • • • • • • • •
<br /> IE � 181.5t � � DESIGN�D BY OTHERS ! ZONE ; : : , � � • . +, . Ur
<br /> , i (TYP.) % ' ` ` � . .
<br /> CONTRACTOR TO VERIFY ` 6" DOWNSPOUT r � �
<br /> i �---___�, _._____ _, �: CB #7 TYPE B ' • i � • . � � m CB' 7 TYPE B
<br /> INVERT LOCATION AND �, I CONNECTION I i STA 11+42.0 . ' � ' ' • � `~ Q W/GRATED LID • z �•/ r �
<br /> ELEVATION OF EX. PIPE '� ( � � ' ' ' v
<br /> OUTFALL (TYP.) I ;�-- , i �-_ -' : ..��•. . .' , � � 20'_LT ; � � �; ; 2' GP : c� � 2.0' LT . � Z
<br /> �P v �'' STA 11+42.0
<br /> � �-_ i. �__ ; 72 LF 48�� . . •e�• 4.' . .� �a RIM-z6�--3�199.91 (AB� • EXISTING . LF 1 P8 � Q � �
<br /> . . . . . � .a ; � � a .
<br /> a ' o RIM=��199.91 (AB
<br /> SDMH 1, TYPE II - 48" e��� � � �. �°. °. t"�' `� r DETENTION PIPE .,•� ° ae. � � IE (E,�-b�) _ -�-9�-9-�196.25 (AB): � ; GROUND . ������� ; � IE ;(E,�) _ �-9�-�� ' � � z
<br /> ���. � � . �
<br /> # -. . ( ) = 196.13 (AB) I S �� 196.25 (A�) 0 � -
<br /> W/ SOLID LID ='. . Q• .. .. . - : � : : rt,, :` °�= , . '!, (SEE DET. SHT. ) . .., .. ° '� � .. "a o IE S • . . • .
<br /> . ° . .'e•.. a ; ; ` . � , �' � ' �� o ... 45 LF 12 CPEP I , c� cn
<br /> STA 2+25.8 - �. ,: � : . , ( ,,p Q e _ � °:'.d a. e .a. ' �' N S - �-5�0.9% AB � • . IE �S) = 196.13 (AB) . �- �
<br /> ' TOP = 191. � . � , . � a a .. . a , ° o I ; � � / . . . . J �
<br /> � � .. ... ' .
<br /> � CB #6, TYPE B �
<br /> 32.5 LT � � _
<br /> RIM=�fi-fi�194.44 (AB) �TOE = 189.0 �� �a� '" � ' r�1 , 196 . � .; . � + i CB #6, TYPE B � -,, � . . . � .
<br /> �. � - a � �,��� / W SOLI D• LI D �
<br /> • t .. . .: .�° �� ._ . a . �.. STA 10+97.4 � ' / • : : STA 10+�7.4 ' �
<br /> IE SE,E =187.24 (AB� � _ . ' ' _ _ _ ��� � � .;. ,. � . a � ��/ � 2.8 LT �, , . . . 2.8' LT . � � �
<br /> . . .
<br /> IE (NW)=187.00 (AB) NOT ASBUILT `�� . �-�a� � -� � , 15 � .. �� �,..�° � � pR _ : RIM�-�e�9-��,=,=�rT 95 7 190 ' . . . . . . . . . : . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� �. . . Q
<br /> a � 8 RIM=�99-f�2fl0.39 AB
<br /> :., � - . �. � ����� � ; �- F �� cP�P� � � (AB) . )_��� (A�)
<br /> YARD
<br /> _, .
<br /> ��, � , �, � �< : ��9 ��� � S = .a' (TYP� SW) = 195.66 (AB) . . . -
<br /> a . �
<br /> . � � i IE �EW 95.72
<br /> _ _ , 4�/ JO�J u� ' � � ' . � I �E � � �, IE �SW) - 195.66 (AB) .
<br /> x ic (s}=�8�.�5 � .� �� � • , � �� � � 2 LF 12" . . . .
<br /> � ,, �-, �� � -. . ' • � p . . . .
<br /> ,E ��,�,� �� _ , ° � � / � ' 1 CPEP �
<br /> . a , .
<br /> • 2 LF 48
<br /> / ; ; S = �°�0.5� (AB) • N • • . .
<br /> �_ N 4` . . __ . _. � . � .. � .. ,
<br /> m . .
<br /> , CORRUGATE
<br /> , , ;_ . .. . : e --- / _ -, . .
<br /> . r
<br /> � ., •
<br /> � ALUMI UM
<br /> __ -__ _._-� -t8fi8�(A8 -- _ � �- _ _ ,:_ -. ---._ ---� � 4+00 / � ,.,.. , INTERSECTION 'S = 0.0000 ft/ft . . .
<br /> .(SEE DET. SHT. 6) . � W o N �
<br /> 14 LF 12 CPEP - _ - _ STA 4+14 7 PLAND AVE � N � �
<br /> , S �--= -+-Fjg- -- - _ - _ _ _ ___ ( OUND AVE ) . . . . . � c� �-
<br /> _ �;
<br /> _ _ __ .
<br /> ._ . _
<br /> ,,��. � A - - �"�- - - STA 10+62.0 , '
<br /> _ _ _ __
<br /> �,: � --2.19e- 8 __�
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<br /> -- - - __ -' . . .
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<br /> _ �,E .
<br /> c �--�r��,a��o - -_--_ _ - - - - - -_ �-(_ • � ` _____ ..__. - - _ 170 LF 12" CPEP . � Q o�`o �
<br /> ' " 2+00 ; .- _ --- - N861 _. -- S _ • • ch cv
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<br /> . _ 0 17 � . .
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<br /> 0 4.0� (AB) ..-; . .
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<br /> --1------„"_ _. --- �, , � ' _______ ____._ . __ - . �- - � . . , , � y-
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<br /> __ __ _ _ � �, m v � _,.__. . . . . .
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<br /> :
<br /> :
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<br /> � - z _ __ . . . . . . 4 �ONTR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �
<br /> ___ ' , � � SDMH 2, TYPE II �
<br /> E _,i_--- rn o_ ---- ______ ! � ' B � STR C. : , •
<br /> V � `� --- CB #4, TYPE A � � � �
<br /> A � __ _ .�- , ;
<br /> � � .5. �,
<br /> D _�-.-o X-" �- _- ; . I ; ; � CB #S, TYPE `�' , o
<br /> �L o >
<br /> N __ W/ SOLID LID ti W
<br /> u-P-L� - _ - -�� � --- SDMH #2, TYPE il B STA 3+24.9 '; : l i • ' STA 10+97.4 2.8 LT � � : . . . . N
<br /> , - -, - � m c� -� � �-
<br /> , ;_ i > > J STA 2+44.35
<br /> �- --- z 54" CONTROL STRC. „ 11.0 LT ; �- � W� SOLID LOCKING LID II � • •
<br /> �- -- _ z � o . SDMH #3, TYPE II - 54 RIM=�u-197.61 (AB ' � �--' � 26.0 LT . SD�MH 3 TYPE II
<br /> _-- --- � �+ ' o o STA 2+44.35 STA 3+24.9 � ' �, i RIM=��199.68 (AB) �- � RIM=�.�194.32 (AB) •� ' . . . '
<br /> IE (N)=��195.51 ( B) W -��187:54 AB ' � �
<br /> � � � m m = � 26.0' LT 26,0' LT `�' � IE (NE,W)=�z�195.62 (AB) IE (N,E, )- ( � STA 3+12 9LID LID . � Z
<br /> o z �`' " X c� ` RIM=�T194.32 (A8) � � c� v , • . .
<br /> < �o� n � ' �`� Ex. :,� RIM=�- 197.03 (AB� ; � N (SEE DET. SHT. 6) • 26'.0 LT � • • �
<br /> m m IE (N,E,W)=�187.54 I � � • ,�� �, • . . t�
<br /> m o � oo Q `�` RIM=194�i; AB IE (W)=��187.35 (AB) „ . RIM=�-s--�� 197.03 (AB) • . . �
<br /> Z z o 4 t �- �X (W;=�� .-. (SEE DET. SHT. 6)� � �E �.p,}•S� _ ���^�19Z.SS �AB� ' -��,_� SDMH 1 TYPE II - 48 . . .
<br /> � -� . � h � " . . �t;- - � a • W/ SOLID LID . IE •(W)=�9-187.35 (AB) �
<br /> � D - � + � . �E .('�'S)=�"-�-Q�192.88 (A6) . , , �
<br /> � � + 'y' �i8 _ I o ' � _ _ v STA 2+25.8 W
<br /> � -� - � t 9' 6 8 ! -� . . � . . . W
<br /> - ��=�9 ..= o �� ' Q . 32.5' LT . . . . . �
<br /> - � � � " • RIM=�� 194.44 (AB) . . Z
<br /> " e � _ IE (S�E)=187.24 (AB) . . : :
<br /> THICKENED EDGE NOTE
<br /> > • ' ' ' IE (NN1�=187.00 (AB) • • • • O Z
<br /> THE TH�CKENED EDGE SHOWN ON THE PLAN AND 180
<br /> W
<br /> SECTIONS FOR THE ROAD IMPROVEMENTS SHALL BE
<br /> INSTALLED TO ENSURE NO SURFACE RUNOFF FROM
<br /> PAVED SURFACES WITHIN THE RIGHT OF WAY IS °� O � �p � O
<br /> rn
<br /> ALLOWED TO FLOW ONTO THIS PROJECTS PROPERTY � � � � � �
<br /> rn �
<br /> � �
<br /> TO THE EXISTING PARCEL TO THE WEST.
<br /> 0 20 40
<br /> (����
<br /> HORIZONTAL SCALE 20+00 Z1-t-OO 2Z-f-00 a
<br /> � � �
<br /> STORM CENTERLINE PROFILE � Q � � �
<br /> P/L . -�� :, P/L , R/W 0 �. cA
<br /> 40 40 SCALE: 1" = 20' HORIZONTAL � � °' Q �
<br /> � C M W J
<br /> 1" = 2' VERTICAL z � z � W
<br /> ow
<br /> � , � , � � > V Z �
<br /> AS-BUILT NOTE; J � �; w � w
<br /> �
<br /> 3 5 PED. EX. VARIES 4 PATH EX. VARIES � � U
<br /> PATH THE AS-BUILT INFORMATION SHOWN � O �
<br /> 2
<br /> �' � VARIES "� --------- - SUBpPRO�IDEPRO ESSIO A S,ANC. � W p � ¢
<br /> M I N. _ ---------
<br /> ��� �� � � ,, OMEGA ENGINEERING HAS PREPARED H Z
<br /> EXISTING EXISTING
<br /> ��"@p` _�'��'�� � AND STAMPED THIS DRAWING BASED C� � N
<br /> ROAD -2% � ROAD This Record Drawing has been prepa �, in part, baseC �r
<br /> -2% ON THAT INFORMATION
<br /> -� r_ --� �---- -�- •
<br /> __---_ __
<br /> ____ ----_
<br /> -`__ _____
<br /> �P�. - � on "As-Built"information provided b�, f�ers.Thou h ;i
<br /> _ - - g
<br /> - ------ __ _ . .,.;, .._.<:........ .. : ....�.
<br /> � the as-bu' information and this dr�: �gare based on ''
<br /> 8" WHITE STRIPE 8" WHITE STRIPE the be av i�able information �'
<br /> STANDARD ROADWAY SECTION STANDARD ROADWAY SECTION � �A N - amption should PLAN APPR 0 VED
<br /> be m d eg dingth d g ' ' acc�, acy.
<br /> 3" COMP DEPTH CLASS B ASPHALT 3" COMP DEPTH CLASS B ASPHALT
<br /> ,
<br /> PR0.1.NO. DSN.BY:
<br /> Sig d By Date EVERETT
<br /> 4" COMP DEPTH CSTC 4" COMP DEPTH CSTC `�� Z`��C
<br /> 4" GRAVEL BASE 4" GRAVEL BASE 14-0108 JRC
<br /> [�� PUBUC SERVICES DATE
<br /> THI,CKENED E,DGE SEE COE STD. DET. 302 FOR THI,CKENED EDGE SEE COE STD. DET, 302 FOR � ` -"`�� Permitlnspecior DATE:
<br /> � i
<br /> 12 WIDE, 2' HIGH PAVEMENT SECTIONS 12 ' WIDE, 2" HIGH PAVEMENT SECTIONS Print Name Title I PUBLIC WORKS 11/23/15
<br /> s;_ _..._. ..__. . �.__.e. DEPAF�TMENT
<br /> �._ _ _..___ _�_.,m
<br /> � UTILITIES DRAINAGE
<br /> SCALE:
<br /> SITE SECTION A�A SITE SECTION B�B A PUBLIC WORKS PERMIT IS REQUIREO PRIOR TO 'I° = ZO�
<br /> SO U N D AVE U P LAN D AVE STARTING ANY CONSTRUCTIDN ON THIS
<br /> PROJECT. APPROVAL FOR THIS PROJECT DRAWING NO.
<br /> CITY ENGINEER IS CONDITIONAL PER CURRENT STANDARDS 3 6
<br /> N.T.S. N.T.S. AND EXPIRES UNLESS PERMIT
<br /> FOR CONSTRUCTION NAS BEEN ISSUED. oF
<br />
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