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, <br /> : , -: � :, <br /> oa <br /> ', , , , c� �,. <br /> � � . <br /> , , . ` � ¢ <br /> . GENE�AL (VOTES: �HEET f�C)�ES: GRADIRIG AND STORIiiI LEGEND � Q <br /> _ _ 1. REFER TO SHEET C3.02 FOR DETAIL GRADING NEAR MAIN 1 _ �,� , � <br /> 1 CATCH BASIN TYPE 1 PER STANDARD PLAN NO. 402. 11 8 TRENCH DRAIN WITH ADA COMPLIANT GRATE PER DETAtL. 4 - � ¢ <br /> � ,.: <br /> : ENTRANGE, ACCESSIBLE PARKING AREAS,AND SERVICE : 3.0 : O j 3A - - PROPERTY LINE : �. <br /> DRIVEAREA. � o <br /> �2 CATCH BASIN TYPE 2-48" PER STANDARD PLAN NO. 4Q5. 2 12 �ROOF DOWNSPOUT CONNECTION PER DETAIL. VERIFY EXACT - • - • • - SETBACK LINE � M <br /> 2. REFER TO SHEET C3.05 FOR STORMTECH CHANlBER 3.0 O LOCATION OF DOWNSPOUT ON ARCHITECTURAL PLANS. g _ _ _ _ _ � � <br /> DETAILS.- <br /> O 3 C L E A N O U T P E R S T A N D A R D P L A N N O. 4 2 1. 3 I 3.0 STORM DRAW LINE EASEMENT ` N � <br /> , : 3.0 13 OVERFLOW Sl`RUCTURE PER DETAIL. 2 D STORM DRAIN LI�IE ' M � <br /> 4 BIORETENTION CELL WITH AMENDED SOIL AND OVERFLOW 3 3.0 ' N z <br /> 3. REFER TO SHEET C0.03 FOR GENERAL STORM DRAINAGE : � _ 3.0 I 4 : • CATCH BASIN TYPE 1 u- > <br /> O IN PER DETAIL. a <br /> _ NOTES, _ 4 _ _ 3.0 _ ^ <br /> 1 �'� CATCH BASIN TY�'E 2 _ �,. ,,_ . <br /> .. ,.,., M V . <br /> STRUCTURE PER DETAIL. 14 PIT DRA <br /> - - <br /> - 5 FOOTING DRAINPER DETAIL. 3.0 - 15 STORM FILTER VAULT WITH 8 LOW DROP CARTRIDGES PER DET�41L. 3.0 <br /> : ` 4. ALL NEW STORM PIPE TO BE CPEP UNLESS OTHERWISE � O _ e CLEANOUT � � <br /> NOTED. 6 1 , � N o . <br /> O RC?CKERY PER STANDARD PLAN NO. 332. 2A , RD ROOF DRAIN LIN� ' � �, <br /> : 1 ---Fo---�---�o---�o- FOOTWG DRAIN LtNE ' <br /> O� INFILTRATION FAGILITY#2, 19 MC-3500 STORMTECH GHAMBER 3.0 , ' se,a� <br /> BOTTOM ELEVATION =294.78 f E < F < E �IORETENTION CELL , <br /> I ' <br /> _ 1 , 310 MAJOR CONTOUR , <br /> O$ INFILTRATION FACILITY#1, 66 MC 350Q STORMTECH CHAMBER 3A <br /> BOTTOM ELEVATION -296.35 I , 311 MINOR CONTOUF� <br /> f-136.75 SPOT ELEVATIOI� , <br /> : CONNECT TO NEW INTERNAL ROOF Df7AW LINES. REFER TO ��� � <br /> O PLUMBING PLANS FOR CONTINUATION. �_ SLOPE ARROW , �"� ,� � <br /> 9 2.0% <br /> �, 3 ����'�� �°� � . <br /> _ 10 48 CONTECH STORMFILTER MANHOLE PER DETAIL. 3A _ _ � .. � <br /> � � ' � : <br /> WITH 3 LOW DROP CARTRIDGES. , . <br /> , , , : , : : � X�. � <br /> } � --" --- . 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T m , - ; ' <br /> ,.' �> \ ,� o I ..� .W/HERRINGBONE GRATE , � �� 0 42LF ,_ J f� / / � ; � � �j <br /> , -�-- � � ,-� � , <br /> ,. �,� „@ o I � 192LF 8 @ 1.00/o � ,,- ,-'� � 32LF 8 @ 0.50/o ' �� o �� 303,77 ,�'T . � m T ' I �- r / `'S• / � � �f , Q ,� <br /> 38LF 6 1.55/0 50�0 .-.s,-' I �� 8 DIP 0.5/o' - � T I . <br /> _ _ � � � �-- � r �� � R M. 30�8.36 � 61 LF � l @ - � 1� � T i� I T T� � ff � / / ,t rj , -. � :-� , � �- 'S <br /> O CB#21 � � CB#12 „ ' �' r IE OUT. 305.97 8 (E) �i �� o T , T T T �. , � �� T T ,. ��" l, f I / � m <br /> \ � � O , , i 8 DIP @ 0.50% � � _- � � j t ' <br /> E i � . ' � � , I' � � 'IE:301.26 F- � 1- <br /> W/SOLID LID 12 I , - � ,� T T / � : <br /> , i W/HERRINGBONE GRATE 1 � f , �� < -` r : , m , I 305A2 (` ' T T T � � r�"m � m T T� � � � . �t ' / f ' U �-- <br /> �, _ i �1 11 ` O <br /> ---� � ��, f r I I • � <br /> . ; RIM: 311.32 � . RIM: 308.28 ! � � ' o � ` ! � � , , 14 T, T �, T T T � . T � m ' I 1� U <br /> ��, m T T I �.- � m � � � m �, i �IORETENTION CELL#05 1 ,W� u1 <br /> � � � �� - � � . , � _ ; -��, 307.44 ,.m m � T � x�� � 303.22 T T , T , v i _ 4 <n , ' � <br /> E N. 307.64 6 (N) � _�`� m � <br /> v� IE IN. 305.�1 8 W � � i � I�� T � BOTTOM ELEV.301.25 ,. ; p � o W <br /> T T i <br /> , �' � M > . <br /> - _ �� � � � � � - '�------ � T r m T�_", T - }:,- m T ��T '� i. ' �^ T� m f i' 14 �;T �f'T T , I l <br /> . . <br /> IE OUT: 307.64 6" (E) - --� - IE OUT. 305.81 8 (NW) 9 ..,, , _ _- - m �� , m m T T i T "�T T '� T , ! T T m�. � � � � 1� �/ / � � j , tl= t�, > <br /> - � � ,,' T ° T j <br /> _. 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I-L � 50LF$ @�1.00/o � ��� �12 � � �� '_°�-- � 83LF�8" @ 1�.01%' '� �- �� � �I � ' � � : � � � I f I� �r � 303.35 / � � � � � � � � �'� � � � � � � � <br /> 2 �._ � � i � 305.69� 304.40 IE:302.90 t� f Wf BEEHNE GRATE <br /> ,, I OC�#18 -- � � t , J i I 14 � ;� 305.56 I �;`� i �' ! � ,' ' o / � � � RIM: 302.25 <br /> � � W/SOLID LID � � � ' % � 2,� � �' 306.99� I � / ; ��4§ / 7LF 24 @ 0.00/0 � / �'`v / � ,/ IE OUT: 298.55 12"(SE) , . <br /> , <br /> ��`-.,,, � t � Fo- RIM: 310.89 I '�, � o _ S 1 � CB#10 ;f l J ; j :t� , <br /> � N, �...- -- / o �-� o =_�. r , o I O CB#11 O ,� oo , �� / . �' cs;; �� o <br /> -.__-___...._.._�- <br /> l: W/BEEHIVE GRATE ,� � ( 9' , � - `.� 36LF 12 @ 3.75/o <br /> � - IE IN: 307.50 8�, �,SW) � � �, � o � W/BEEHIVE GRATE 1 � � � j � , <br /> � l � i IE IN. 0 .1 w.._. _ '� 1 IE:309.11 • RIM: 305.2 ,�' � �a; � � , ' � , <br /> � �� o � � I� 15 STORM ESMT. I � ' <br /> 3 3 1 8 (E) � _. __ RIM. 306.50 � I r , . / 2 <br /> �� . � � -,/ / °� � ' -- " �� � / . 4LF 12 @ 0.00/o � 8 � ' <br /> � IE IN: 303.11 8" W IE:304.0 �t� �� IE OUT. 303.11 8 N , � I <br /> t • . ( ) ,- �.. o �� ; IE OUT: 304.41 8"(N}, '" � ) , O , ( /, � � ! � <br /> � . ,� � � o T �, ��� u� i o , �� o ' i ` � - CB#14 <br /> � I IE OUT. 303.11 8 N � I a � �� �� j � 1 s� 3LF 12 0.00/0 / r <br /> . <br /> .: � � --F,�o--=-Fo, � o .6 0 .i 42LF 8 DIP @ 0.50%� o � ° �1 ' i @ �� �l � ° t � 1N/SOLID LID _ <br /> { � -Fo---Fo---Fo-�,.� i.�o'-- �..�� �"� ,- '' 303LF 12" @ 0.50% �9°° � '�� `' �� � � o r`' � RIM: 303.94 ' <br /> � , -- _ / 3.1:1 / � ' <br /> � I� � � Fo ;. i -•-- � --►- � , � 1 c+'� , <br /> ��,, cs>, �`� 8°�° 1 i � �`/ � � � � � D �r D D D =e�- 'I '�-`�- � � + IE IN: 297.20 12" NW � oa-re <br /> �� '�� / I E:304 A i 1 � _ �;... � � �-- � a r I �c� t ( ) , <br /> . .--- � <br /> � <br /> I i <br /> I `� <br /> ,-' �. - r ��- l 0 1 �� <br /> �;� 5 � r ��, � � � ' � --- : f.�:, J �� �, � � IE OUT: 297.20 24 (E o5.2s.2oia <br /> � ~ �.. '� ' � � � ; � i �� i � I E:308.60 P ' /T.;� 14 � � � ,T i f ,` ) . <br /> � ,.� ,,% o i i �,, i 19LF 8@ 0.50% -. i� � � j � I �� y l o i � CB#01 , <br /> 2 BCRA N0. <br /> Y 1 I ` � <br /> ` � ��` 179LF 6" @ 1.00%0 -----�-- � ,,r � � �- � =, , � � �^ � -309.28 308.40 308.31 307.41 I 307.32 306.32 � 306.23 305.33 � 305.24 304.27 "� ° \ o �` ` , ' <br /> � ( � t�t. �, � .- �' i `� � T � =__ 309.11 , ��£� i ' I ,.-- - � � / c� ` 1 z W/SOLID LID O <br /> :� � � -�,a, i i � 11 � � ; � T i -- .l- - � - -i� - �-�� -- _- �=-= �304.62 ' L `` ; , �� �� � � , -__.� �' RIM: 303.94 14249 <br /> } . \ <br /> � „ ,,,,,.�,,n I i � .;- � - "� , l, ,� v � ;;� i� � �� : , <br /> ' , � '� � 102LF 8"@ 0 50% � � � � __ \ - �. -- \ � x I�'� c� � �c` j IE IN. 298.87 8 (S) , <br /> / -1� -- ---- � � , DRAWN BY:R�B DESIGNED BY;SP <br /> � • 12 �, � , :� I ---- - � f . --- - - _� / ---� r � � a-_. �� ` ' <br /> I f'`" � ,� o � BIORETENTION CELL#01 f/� � �' o� � � IE IN: 294.65 8 (W) <br /> o � o � 90LF 8@ 1.00/o I � q, � .__ �--��3�-- ' a �0 1 �...- "> oh f 304, f,� N� I IE OUT: 294.65 8 (NE) <br /> , �r REVIEWED BY:�JFR , ' <br /> � � . o h _ _� b � -- i� i �, BOTTOM ELEV:307.50 � p � 6� f ,,,. � � . , � � <br /> � �I � p r7 I � �tiG .12 �. � � iO � N �-- "`� oo � 3d7.13 �� -` / � ,�-. 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' 02 � �,, �.- ,�� °> '( f �� I�� <br /> _ <br /> M ' r' �. __ _, ��>F� ' � � .�. sa '' _ _�_ %" 3 _ � ; -h �.- � ch r ____:... __ . - ' � __ 3 F.-. 00 , � �, RIM:290.55 <br /> � , _�._. _ � _ _� __ � , � , • <br /> � � ____ __ __ _- - <br /> � �=� i _" _" 'r� -�' � -_: _- , - ,,_ __� � , , - � I� (N: 287.22 8" SW , <br /> d- �` ,� � <br /> , � � . <br /> -- --------� -�-�- -- � -_ _ CB#16 / � ) <br /> �._, <br /> � _ �T __� �_ .�.�� t .�y_ .� <br /> - � . � � . �,.�-.._�_ �i �P . . =--.. G . r ..._.�� . . : '-Y . _ >s � , . ,. -- -- � a.�� . � � '� n <br /> . .-_...____ 4�y . . ___.__..�_.,..�. ____._._____._..�.. 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'^ � �._-- <br /> , � - 2 =---�-��-- � " -_-_--_ �-=- 46LF 8"@ 2.13%'= . ��' f - <br /> ,v _�.__ � _ ____- a, <br /> � -�_��_ -� � �' _ � <br /> --� �� -r---- ---- w � w ----E--------- - w __. @ � v - �� I ��_�.__..__ <br /> Q '� --.. � � ��T � '=_-- � - -�- ~-�-�--- �v - Yy - �, _$ , "__ W/BEEHIVE GRATE A�� :�, ��"� IE IN: 297.20 12" S ___ wv -�--------�--- w -- CB#15 �`,��"� a, _�__.,� _.��_.� � ..�._ , <br /> W 25+00 -,.. 26+00 `� ., � I27+00 �' `` --�, 28+0 �r�. �� j+ RIM: 308.50 �' ,� �� IE OUT: 297.20 12" W) � � ! `\ ``� � '�- ` 67LF 8" @ 1.00%� �� , }.= <br /> ( ) � � W/SOLID LID ., v , � <br /> -' - � .� ,� � � \ �.. 2 00 . ,� 30+00 �.; f � � 32+00�. ' 2 13 t � , 33+87 � <br /> � - - I- - I - - - -�--- - - �-�- - , , ,�' -� + ` - <br /> IE IN. 298.73 8 E + 1 � p � <br /> �.- i �' ,� � - - _ _'-1--;_ � ,� - �- ( } _-� - � y-F _ � +-5. _�-}-- _RIM. 304.08 �, _ \� , . . . , � ¢- . <br /> � --- _,-- --�' � ..- -'' „ / R ��' / I �� / : � � � � , x �,a �._.. � <br /> ..: ' <br /> Q ^ � I � --' � ''� � � r � IE IN: SOZ.�� S �S� n. / `i� I ] (E OUT: 299.S�J 8 lM � � � � f- �'1��� , �:" �COPYRIGHT 2017-BCRA�WC.ALLRIGHTSRESERVED= <br /> � � �C�L�=Y �VE <br /> M �., Y„ ..-- -3'� y j� .,-- '�� 251LF 8"@ 1.17%� CB#19��.�� �, IE OUT: 298.73 12" N ��3�' E -� I�� � �,. % � ; „ �,.r : <br /> «, � _� � )__ ,.� ,,� � IE OUT: 297.20 12 (W) �`- ` o � , . � � . �e � � <br /> �r - � -.__ _._ � � ; � �__ � - `�-�- � --- � r�_�-_ �»_� J � W/SOLID LIDr__-___ e _- �a - .__, „ ,/T� REFER TO SHEET R1:02 FOR � � : :, - I ', � � � ._ �� � � _rn._�_. ' , :_; �. : sHeeT �..` <br /> � ____�_�_ _���_ . ___� ' <br /> _ � � �; ; � . <br /> _.- � �� <br /> �_ �_- -_� --_- � -' -_--��_ �-��_� RIM: 308.31':���-- � fiF�- � � � � -' ,' � <br /> O° CB#23 CB#22 �0 __ COLBY AVENUE FRONTAGE -' - -- _-=� -� _ -,' __ _ � � � � _�_._ - �� ; � � <br /> ` � _�� y �, - __ <br /> 1 � � . <br /> �_.�. ._ ____ -� �_ .__ ,; <br /> - � � �,:: <br /> I IE IN: 304.01 8" S �� � IMPROVEMENTS " � � ' 2�`� I � � - tll � <br /> � <br /> 0 <br /> - -i C<� <br /> , :: <br />. <br />� � N . � . . . . . . . . . _ . . . � . . . . . . .� / , . . � �� � . . � . . <br /> �, � W/HERRINGBONE GRATE `- �a F- - � � <br /> N ( IE OUT: 304.01 8° (V1/) a. � W/HERRINGBONE GRATE I 5.5' MAX ROCKERY EX-CB#01 � --� ' , ��: <br /> RIM. 308.98 ��` � RIM. 304.76 O -- � s �`` � � <br /> ' Q � . � , ; EXIST. CB � . . ,� <br /> ._ . �� '� l.Li <br /> r f 6 <br /> � , � � <br /> u, � IE-0UT. 303.98 8 (N) �� IE IN: 301.04 8 (S) � RIM. 287.57 f � , � � <br /> � � � ' <br /> �'s IE OUT. 299.24 8 W <br /> o � � � NEW IE IN: 286.55 8",(W) � Kr9�11v vmhat'S b��0 ■ � � � <br /> ' � � - � , EX. IE IN: 286.63 6' S � , � � <br /> Li.� <br /> Q � � � , � � � ���I be�'ore yo� dig. � <br /> , CIVIL PERMIT SET <br /> lF SHEET MEASURES LESS THAN 24'X36",IT IS�A REDUCED PRINT.REDUCE SCALE ACCORDINGLY - <br />