Loading...
HomeMy WebLinkAbout201201436.CE.Final Construction Documents.2013-10-18-023� o � o��� o #8 AGGREGATE � . . � . . � . . � . . � . . � . . � FILTER FABRIC .����.���� ����.����. � . �. . . �. . . �. �. . . �. . . �. . 4" 4" SECTI ON A- A A _ 0 0 � 0 �~ w ° � � � � a a � z � � 0 � 4" PERFORATED UNDERDRAIN CUR A 20' TYP. A 90' 4" PERFORATED P.V.C. CAP END OF PIPE (TYPICAL) 4" PERFORATED P.V.C. UNDERDRAIN. SLOPE � 0.59� MIN. PLAN VIEW - CURB INLET 4" PERFORATED P.V.C. • UNDERDRAIN. � SLOPE � 0.59� MIN. INLET N 90' A A CAP END OF PIPE (TYPICAL) ��:1���LI �'i'�I�I� ��I��J:1:�:�I�I���� �� I �� � �� ���� � � � • • � � . � � I _ I � �. . : . .� .�. .� . . . .� .,. .� . . . .� .,. .� . . . .� .,. : : :�►. ��: .� :� : � : : :�►. ��.� : :: : : : .. :.► : .. : :.� : .� : .. :.► � : : :�� . : : :�►. � : .� :� : � : : :�►. � .� .� :� : � : : :.► . .. : :. : . : .. :.► � : : :� �: .�� :-� �� -� �� :-� �� -� �� .�: �� -� �� .�: �� -� �� :: �� -� �� :-� �� -� �� .�: �� -� �� ..�= : : � . .;:� .� ..� : :� .� �. � .;: .� .: : :� .� �. � .;: .� .: :�:� .� �. � .;:� .� ..�:� : �:� �. � .;:� .� ..� : : .� �. � .;:� .� .: : :� .� �. � .;: .� .: .� .� .�.�. � �:: ��. .� : .': :•�•.'. .•.► : . .•.'.•'• ••.► : . .•: .: . .•.► •'• ••: .: . .•.► '. .•: .•'• ••.► : . .•.'.•'• ••.► �CR��N WAI.�L•� '•� •; ;• .• ••' =�.�•' ,•:� �•' -'�.�•' ;:� �•' -'•�.�•' ;.� �•' =•�.�•'�.•.� �•' =�.�•' ,•:� �•'(SEE�ARGHI�EC�RAL' ;.� . :. ,. • : :.:. .• . . .�:� .• : :� : .• . . .�:. .• ..:. : .• . . .�:� .• : : :� .• � � .�: .• : : .. .• . . .�: .• : :•:• .• • • .�:• .• .�:' .Pt�►N$� •• ... : . . . .� . . ., .� . . : . : . . ., .� . . : . : . . ., : . . .� . .� . . ., : . . .� �. l� : �. �.; .� : . : . : . . ., .� . . : . : . . ., : . . .� . .� . . ., � : . . ...'.� . .. •�. . . .. � ..'. . .. •�. .� . .. � .'. . .. •.�. .� . .. � .'.� . .. •.�. . . ..I�..'.� . .. •�. . . .. � ..'. . .. •�. .� . .. � ..'. . .. •.�. .� . .. � .'. . .. •.�. . . . . .,. . . .. .. : . . . .,. . . .. .. : . . . .,. . . .� : : . . . .,. . . .� : .. . . . ., . . . .. .. .. . . . .,. . . .. .. : . . . .,. . . .� : : . . . .,. . . .� : .�: :.�.��:.�:.► �: : :�����:: :�► �: .�:� �� :: :�► ��: .�:� �� :: :�► ��.�: :� ���:.�:�► �: : :.�.��:.�:.► �: : :� �� :: :�► ��: .�:� �� :: :� � ..: . .� . .,. .� .. . . .� . .,. .� .. . . .� . .,. .� .. . . .� . .,. � .. . . .� . .,. .� .. . . .� . .,. .� .. . . .� . .,. .� .. . . .� . ., .�: :�► ��: .�:� ��: : :�► ��.�: :� ��: .�:�► �.�: :�����: .�:�► �: : :��:�.�: :�► ��: .�:� ��: : :.► .�....:: .�: : :�► �.�: :�����.:.�:�► �: : :.. �' . . . . • .�. . . • e . . . . • .�. . . • e . . . . • .� . . • e . . . . • .� . . e' . . . . • .� . . • e . . . . • .�. . . • e . . . . • .� . . • e . . . . • .� . . ��.�.;.�.� ..�: .�.��.�.;: .� .: : .�.��.�.;: .� .: .�: .��.�.;.�.� ..�.� ��.�.;.�.� ..�: : .��.�.;: .� .: : .�.��.�.;: .� .: .�.�.��.�.;.�.� .: .� : . .��. .� : . �.: : : . .��. .� : . �.: : : . : �. : : . �.: .� : . : �. : : . �.:� l� : . : �. .� : . �.: : : . .��. .� : . �.: : : . : �. : : . �.: .� : . : �. : : . �. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .� .�� :�..�� �: .�� .� ..�� �: .�� .��..�� �.� .�� :�..� .� .�� :�..�� �: .�� .� ..�� �: .�� .��..�� �.� .�� :�..� � .. . . . . .�. . .. . . . . .�. . .. . . . . .�. . .. . . . . .�. . .. . . . . .�. . .. . . . . .�. . .. . . . . .�. . .. . . . . ., : : : � ► �� : .� : � �� � : : :�. ► �� .� : : : �. � : .� :�. ► � .� : : �� �� �� : .� : � ► � : : : �� �� �� .: : : � ► �� : .� : � �� � : : :�.: �� .� .� : : �. � : : :�. ► � .� : : �� �� �� : .� : � ► � : : : .. ,....� .o. ..� .....� .o. ..� .....� .o ..� .....� .: ..� .....� .: ..� .....� .o. ..� .....� .o ..� .....� .: .. . .,: .. . . : .. ., . .. . . : .. .� . .. . : : .. .�: .. . : . . . . . . . . . .�.�..�. .�.► : . .�.�..�. .�.► : . .�: .: . .�.► .�. .�: .: . .�.► � � _ I��N I REACTION PAD-6" CONC. B I T. P VM'T. I 1� DUMPSTER PAD-4" CONC. � c� cV c� � � .o . . .•,. . .•, . ..•,.. . . .. .•,. . ..•, . . .•,. . ..•, . . .•,. .. .•, . .. � � � � Q 0 2-#6x9'-8" � 4"o.c. 6x6-6/6 WWF � , N N SECTI ON A- A � 2-o s 0 ° COMP. AGGR. BASE U � TRASH PAD DETAIL � � NOT TO SCALE U . '° 3�)F � Y �� S � �Op N _�- 4.�F F � _ _ - - � ' �<< S�pp E ° ~ �- ,�� � � vz I i �� o �ibi � W . �Q N � � V N + Q I N QI I W PIPE J �4 � � j � L___ I I C U L V E R T I � Ij � - _ _ � -�' �-� � I-1 I 1=1 I 1=1 I 1=1 I I- C CONCRETE END SECTION � � � I � � A i I � � � I I � � � � J � '1 � RIP-RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS � � � c i Y ''-';i- =1I�-'''. � .-,iii�i,ii� -�ii. z 6" COMPUTED LENGTH OF CULVERT � PLAN VIEW � PAY LENGTH OF CULVERT END SECTION o LENGTH (D) . GROOVED END ON OUTLET END j TONGUE END ON INLET END SLOPE DETAI L 12" C. TO C. � � MAX. SPACING HOOK � C B= D-C BOLT jDIA. ��� N � � � . � / � . . . . , O • . . o • , o / � �� ' o • . ° • ' _ .. . + ' . . . . • O � Q • . • o . • ° i . - ° o N o a q � � � o.� � � � W 0 n Q N N � o, n n . . � . 9 1 1/2R \ / 1 1/2R CLASS A CONCRETE � H Z � N �• � 3 co E + 2T � SECTI ON Y- Y � GROOVE (OR TONGUE) TO '. �� � o BE TH E SAM E AS ON .�', ° SECTI ON A- A STANDARD REINFORCED 6� N CONCRETE PIPE TOE ANCHOR CONCRETE P I PE ASTM �N I..L DES I GN ATED C76 � W A � n n CLASS A CONCRETE � � ° LON G I TU D I N AL SECTI ON � 0o CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH T APPROX. o AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 ( DIA. (MIN.� A* C* D* E* K R1 R2 �IGHT � as set out in standard speci�cations. � n s s � s � n � N N s 0 12 2 5 4-3 6-2 2-0 1.3 10 1/8 9 800 w REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR 15" 2 1/4" 7" 4'-0" 6'-3" 2'-6" 1.5 12 1 2" 11" 1100 � REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 FOR THE SIZE OF 18" 2 1 2" 11" 4'-1" 6'-2" 3'-0" 1.8 15 1 2" 12" 1300 Q CONNECTING PIPE. ( as set out in standard speci�cations. ) „ n N �_ N �_ n �_ N N N 1500 a, 21 234 11 36 63 36 2.1 1618 13 ° REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA 24" 3" 12" 2'_8" 6'-3" 4'-0" 2.3 16 3 16" 14" 1800 .. � EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. 27" 3 1 4" 13" 2'-5" 6'-3" 4'-6" 2.6 18 3 16" 141 2" 2100 � n n n � s � n � s N N THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION 30 3 1 2 14 1-10 6-3 5-0 2.9 18 1/2 15 2400 � M M 11 1 N 1 11 1 N N N � SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED 33 3 3/4 15 3-6 8-3 5-6 3.1 23 3/4 17 1/2 4100 oWI TH M ORTAR. n s n � n � n � s s n � 36 4 17 3-1 8-3 6-0 3.4 24 3 16 20 4200 I • • 11 N IN 3.1 OR 4.1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A * TOLERANCE f1 o SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH. N w VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION Q OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE o VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR � REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. � o D ES I GN ATI ON C- 76. �w \ N WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A"PIPE �� EN D SECTI ON" COM PARABLE TO TH AT AS SH OWN FOR M ETAL OR CON CRETE SH ALL o •• �� BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS w J OF AC I D OR M I N E WATER, TH EN TH E U SE OF M ETAL EN D SECTI ON I S PROH I B I TED. � Q o� C O N C R E T E P I P E T O E A N C H O R S S H A L L B E R E Q U I R E D O N A L L C O N C R E T E P I P E E N D � SECTI ON S. Z ~ � O � � N OT TO SCALE DISTANCE DEFINED BY D.O.T. REQUIREMENT M I N. 6" TOPS01 L TO ENSURE GRASS GROWTH IF NOT ........... UNDER PAVEMENT �'.'.'.'.'.'.'.'.'.'.'. I =1 I�..�.�I I ��- =:�:;:�:''.� :+�:=�1tlif���JU.i1i�;ti�l�l�D::�,.��:t' i :° : .':'; ;: •ti��,.• �~' t� I 1=1 I I � ��•� �., .::: � ��•�::��: ��: �=� 1��" . '��� .,.��a� ��. - : EDGE OF PAVEMENT, CURB � ���: � ti :,. . � � : ;. :: � . : ��°" : :�� ;�: ::;�r .i'r� '=ti• 't'• ' � � �• � ' ,, . .,.3• f'' •.' • •'':~' ' ' : GUTTER OR SIM ILAR STRUCTURE . :::. � �:��. �::�� . � ::�f�.. ,. ;.`.`: : .: . . . . =I I I I �..� •� :s�=" .:��: ��. -r.: �� :: ::;:.::�. � � i:. ..�•� I IN THE PUBLIC RIGHT-OF-WAY = _ - �: ���� � ;. ��r� . '.=��= � � . :: � _ '.y�*e..rYL y +. .';. .�•ti.'w ..5 : �, �i� - ~I I . �•.: . . �Y����� •.� : . ..� � J: �J '� : � � • •f •••~� J• I I : L'" . . .. �. i • �''': � :ti' � • f : -�• .n• :. f f' '%. :.f' ;a.,. .e,"•ti,:':�' : ti� .'f?�• ; •.-' ; � g,;:'i�.t r � ' -I I . J ' . . . ., �' � . ,, . . ' '�• ' • :�- .�,� .i i.;,• :f .I IIT � ' � . • .+ ' •.�.:�. • � ti { . .�'ti . } :. ���•• . A••: . .r : �' • .w•. .::, �: . :' � ' . ��•; �,... _ ' : •' 'r �•• • ' •• � . �'' � • �:•.. � �:. . , . :: . •:: . . r.. .. . .:; : . . �• : ' ..r . t � '' • :�: r:. :,, � �;..� : ti . �.% . � '� -:a' ��. ; : r ,.., '�..: ; ..; � .'�' .'• � � . ••�•..�.. . .�'. .•!. i••� •�•%�•�•q� ,�� • = i.. f � � �.•.. � . L . � � . . 'J..l. .• d . • • . 5�.. .+� •. �:�� �5 . •ti•i ��. IF WITH IN 5' OF EDGE OF : � � '`� ._:�� �{�� '���':L=: �•� ;�.�:;;,'� PAVEMENT, USE 8 CRUSHED STONE �'�:t:'�':y:�=`'�' �j: f�'�:�":�. •�-:�:� # � �� �� . � ' � •. , ti� ��• . � � 'r } .•,�.w7,•. } .,, OR APPROVED EQUIV. CLASS I BEDDING �•}:��t�r���'�� B� �������''� =��' MATERIAL HAND TAMPED OR WALKED �~ '` ��'�•�� r���� ��� ,:. �� :�:r •'�' � j• + , • •,:: f. •.; : : +S ��.� w� � : I NTO PLACE TO M I N. OF 12 ABOVE . �..;:.. ��� °...�� TOP OF PIPE AND "B" BORROW COMPACTED ` ��� � � � - � � : . :.. . : ..� �. � .:V l. � . TO 959� STANDARD PROCTOR DENSITY TO �"� ` ���� .. ����� • � � ��•.�: � �r� 'r� ., �. : ... .. .:�. . , .�.. TOP OF TRENCH. .` -...� . . . �: �. ��t{�. �. . . . � � y. +. : � �r: , . . .•j�. �• •'� �� ' �•� � ti• J � x ••ti •' ,f�+ . " , °. . . •�ti °., ' . �.. z• N OTE: ALL I N I TI AL BACKFI LL SH ALL LEGEN D B E I N STALLED I N 6" TO 12" BALANCED LIFTS. Bc= OUTSIDE DIAMETER A MINIMUM 9" OF CLEARANCE D= INSIDE DIAMETER SHALL BE PROVIDED ON EACH d= DEPTH OF BEDDING SIDE OF THE INSTALLED PIPE. MATERIAL BELOW PIPE DEPTH OF BEDDING M ATER I AL BELOW P I PE � � � � d (MIN) 27" & SM ALLER 4 30" TO 60" 4 66" & LARGER 4 PLASTI C P I PE PVC & HDPE 6EDDING DETAIL N OT TO SCALE 1'- 3" o� ��� ��� 6�- 3" 0. C. 00 � W-BEAM GUARD RAIL � � - PER CURRENT I.N.D.O.T. � � M STANDARDS I I � � u GUARD RAIL DETAIL N OT TO SCALE 6 Aqua-Swirl Polymer Coated Steel (PCS) Stormwater Treatment System Unless other trafFc barriers are present, bollards shall be placed around access riser(s) in non-traffic areas to prevent inadvertent loading by maintenance vehicles. 48" 4 1 2" Cover 1219 mm Min. / � � 114 mm [ ] � � � �� , �. . . .��� . T ��, . ., ��� .. . .. ; . , lZ� ,� �'' ' [305 mm] ,oncre 1/2" nc > > > � • �.• • ' � Frame [13 mm] 203 • • • '; . 1�� 1�� 25 mm 25 mm � � � � �:�:�:Gravel Bac�ll�'� •: Gravel Backfill•. ��'�:�::�'� �� .. ..� � •:::: ..::... . :., , .:., , .. Place small amount of . .:., , Riser � ::.� � .�� ::., ,..... •::: • .. • "'� � ' concrete [3,000 psi [20 .............� ............. Wrap Compressible Expansion sac�n �90% P�o�� ��5;�,� MPa] (min)] to support Joint Material to a minimum 1-inch [25 mm] thickness around Manhole Frame & Cover Detail and level manhole frame. top of riser to allow transfer of For Non-TrafFc Areas Onlv DO NOT allow manhole inadvertent loading from NTS frame to rest upon riser. manhole cover to concrete slab. 108 [274 MIN. 12" I F N OT WI TH I N 5' OF EDGE OF PAVEMENT, USE 8 CRUSHED STONE OR APPROVED E U I V. CLASS I BEDD I N G MATERIAL HAND TAMPED OR WALKED I NTO PLACE TO M I N. OF 12 ABOVE - TOP OF P I PE AND REGULAR BACKFI LL TO d TOP OF TRENCH. If traffic loadin H-20 is re uired or antici ated a 4-foot 1.22 m 9( ) Q p. L l diameter, 14-inch [356 mm] thick reinforced concrete pad must be placed over the Stormwater Treatment System Riser to support and level the manhole frame, as shown. The top of riser pipe must be wra ed with com ressible ex ansion 'oint material to a minimum pp p p ) 1-inch [25 mm] thickness to allow transfer of wheel loads from manhole cover to concrete slab. Manhole cover shall bear on concrete slab and not on riser pipe. The concrete slab shall have a minimum strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm] reinforcing steel as shown. Minimum cover over reinforcing steel shall be i-inch [25 mm]. Top of manhole cover and concrete slab shall be level with finish rade. Cover � �a� ,.. #4 13 mm Rebar L l ; � 6" 152 mm � � � e nw .: .. ac ay '�� Qd� Frame . �, . ;: : 3,000 psi [20 MPa] (min) Concrete ,.'�:•:......... 1" [25 mm] Thick �;� �:� \�::�::�::�::�:::• •:: . �;:;;:::;::;:;:. Expansion Joint '..•^ /���,y',,t�,' 30" [762 mm] Material :;:;;; .•:.\1 Bacld�ill (90%� \;;::\`::. «««Riser . ..� i;�:;:, Proctor Density) ,\r��� Manhole Frame & Cover Detail For Traffic Loadinq Areas NTS . o�Qa nnnn" ��. T... ������� Plan View ?.0000" im] PCS Max oupling ntractor. �05 mm] �tub-out �nufacturer. �r�es I Base Plate : e D T W R PRAY BEY �D INT e . N OT TO SCALE 1 /2" CEM EN T MORTAR J ' • m ? . Q � •� Q � . > � . ! SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING FI N I SH GRADE CONCRETE GRADE RINGS (ASTM-C-478, 4000 PSI UTILIZED TO RAISE TO FINISH GRADE, AX. ALLOWABLE HEIGHT OF RISE � �� . RING IS 12 . -o . �. PRECAST ECCEN TR I C CON E �. CON CEN TR I C CON E OR � PRECAST COVER. . BARREL SECTION-48" DIA. : ASTM C-478 CLASS A REINFORCED CONC. PIPE . 40�0 PSI 4'- 0" � . 4n M � N. 4" MIN. MANHOLE STEPS � _ AT 16" M AX. ON CEN TER. w o (SEE DETAIL) � m co � a o PRECAST MANHOLE . � � SECTION � : � o . _� � GROUT SLOPE . CEM EN T 12': . GROUT D� , 5" .� : . � . � `�' � . � .� : . ��°� � .. . . :� . �Q' :� . .a. :� PIPE THICKNESS �= �. � �� �� � + /�+2„ N. . . ... .. ... ... _ �� .� : . �� .� : . .��� .� : . ..�:�.� : . .��� .� : . ����. . . o 3" M I N • '� r •F53 n ¢ ' �3 �� oa Y} � �n � ;� ��t..'`° �? �? i o �.3 �+ � C3 YS��fi�'� COVER � ' `� „ 4 BARS � 6n �.C. �� 6 OF #2 OR #8 STON E OTH WAYS 6 (FOR PRECAST BOTTOM ONLY) M AN H OLE TYPE "C" STORM SEWER N OT TO SCALE � 1 2" CEM EN T ORTAR xa' o �� � - �= - � s � a �� O > � � CON CRETE "0" R I N GS 24" D I A. ., �, _ Z Z J � .� �� m � in 4'- 0" D I A. �in F� ° � 0 � � O � � � REDUCER CAP . � . V . . . ' �� � V , � � Nw � . . � ' � Z = � �e ' PRECAST CONC. • � 1 -4 SPACING FOR - � � . MANHOLE � M.H. STEPS � = Z � ,, . .Z � �wW .z � n n � Z �° . � F DIA. ow � � o , . � . ° �. Z Q . . . � � � � - - . ° `Q.• � . . c° °' . ,� p . N_ . �C� ��,�. N- . w i-'� � ° ° . �z � � . ° Y N � . �U � • . ° ' • . � . . . . , _� �o � . � . � • . . • . . . . � �. � . �, . . • . � . � o � . � . . . . _ � . � � . ► . � � . ao � . .. •. . � •. . . o . , , � •. . . o . � . e . . , _ .���2 OR #8 STON� co 6�� CLASS "A" 6n CONCRETE MANHOLE TYPE "G" ��F�� MAXIMUM PIPE SIZE MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE FOR MAINLINE J 24"to36" 60" 33" 36" K 36"x48" 72" 36" 48" L 48"x54" 96" 48" 54" M 54"x72" 102" 66" 72" IV 72°X84° 1 �8° �2° 84° N OTES: DROP PIPE MAY BE USED WITH MANHOLE'S TYPE H THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE H THRU N. MANHOLES TYPE "J, K, L, M, N" N OTE TO SCALE MATE FINISHED PLAN SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING STR. 50 OU TLET STR U CTU R E D ETAI L N OT TO SCALE 6 �.��..�.�,��:�� 'x#�� ��,►.�1.► ���'������'����� ��`��,�; ��-t�-t;� * Please see accompanied Aqua-Swirl specification notes. * See Site Plan for actual system orientation. im elevations to match finished Manhole Frame an Cover by Manufacturer. grade. PCS risers should NOT be field (See Details) cut by Contractor. » 5.0000 Grade Rim [127 mm] MH Frame . Varies [762 mm] I Vent iser �lide riser over top ringVCll'I@S j and bolt in 4 places 1 114" [2896 mm] to 122.0000" [3099 mm] Swirl Inlet/Outlet 8.����» [ 727 mm] - NOTE: NO SUBS11TU110N WATER QUAUTY TREATMENT DEVICES ALLOWED. Baffles Phone(888)344-9044 www.aq uashieldi nc.com 6.0000" [152 mm] Section A-A Aq ua-Swi rl Concentrator Model AS-8 CFD PCS Sta nda rd Deta i I -• •.-r.�..,�. _ ,.,-. � .� ....-r.�...� .�: ;::::::�i�:::::;:; :•: `:�: I F ::::: :::: ., : >: '� :;:<:;•: ::::: � ' Backfill shall�ex#encl at�least 18 � i, :� ] ��inches 457 mm outward from ��' � � t•�:: •: ::�: Swirl Concentrator and for the + �,; �:�:;;.; _:: full height of the Swirl .� i., Concentrator (including riser) � � :; �extending laterally to j � ' �undisturbed soils. (See MH �' ��� � Detail Below) ' �..:; . : r .. : : �\�.L � . '.�.'.i.'� .°�•�5.�.. �� i.. • �..�3.`� ..�:i.'� .�. 18.0000" ~� [�57 mm] Undisturbed Soil i, 1'��a�a�����ur�;r �h��ll �� r� �r������� �c�r ��� 9��� �. ��f��� �at9��� ���ffi� ��rrie�� ��� �����t , p , � �a , � � ����r�a�� �� ����I �c�n�e��������, �a€�I��rd� ���Il �� ����� �r��r�r� ����s� r���r� im� �' _ P r��.n�tr��ic ����� �� pr���n� ir��d����r�� 9�a�Er�� �y �. ��I ��r ������ �t��( ��� �i�irl �����r�tr�t�r r���ir��e��n�� ��hi�l��.< ��rri: �� �f ic�� ��Il�rd � _ � � � �p ���11 �� f��ri�����! fr�� �� �r ��--�����c� ����! i��t��l��i�n d�t�i� ��� r��Qrrr������ �a�c�ti�r�� ��. � � � � ' � �� �� t� � i : ��� �I �r`ti I� r � � � � ``� >' : r�� r �e ��� � � r �� ���� _ � � � ��F d �h ! c� ��� b�. � �� � � �� h� �� ! ��r»��� � c��r b . '�t�i� ��!I s� ��� �r�c� i��T� � �'��. �ra�`i��d �e,��� I"�r��+��. C� �, ��b cs�at� �n� �ra��r�:�i �c�r������r��� �h�II b� 10, �i���� h:��h �r��r�€�����r �1�������� �r� ��a i � r r � c� -�e �d T �� � � in �� � �i�� ed � e� r � 1 s�u �pl �� �� �� � �� �r r �� I� _� �v � � � g �r e�� . r �� ��� , � r��r� � h� .� �P�Y aC����+ed �►1���ii`i� �ra��i���. ��r��r�i�>��ti-�l���a�i�� p�d �.9r���r��a�'� �i"id ��ar�d ���r ti�� a��� �n�l ���� I��� �f t.�� ���r�rl � _ �_ � t .. �: ��r��F��t.���r ���If .�u I �ir��� ������ t� �,��rl ��� .�����F�a��tr�� ���� C����i� �c� r����� �� � � � � . ' � : . c���c���r t�r i ��i `<� IC� rES r,�� �.,r- h�a �� c� r�c r � � d�fl � i�� �� i9� i � . � . � 3 rt�.l� � � . � � u � � � `�i� ��� ��� � � �� � � �. � � b � � � _ � , �e a � , .�e i ' n �' �a�� �� � �Id �u� �.�r��ra��r. �� � sh��ld r��c���� � a lab�� � � �� � �� o � 7 �7 � � � �n�� ���� i � i�� ��n ��h ��t 9e� $h � � �� � i�� b' . � �� � r��r��a���t:ur�r �c� rr����h �in�� �r��� ��r �p����er� 1�:. �������a�� �nd �e������ - Th� tr����� �r��d ca s��� �9��r�ii��� ��� ir��ic:�i�� c�rt �al�l������i �hc�p tr���eh �:�tt�r�t �h�ll �� ��a�.��r�a���� i�:.�c���'��:r�+�� d���rin�j:, �f r������ry �� +���d �i���� �:�n�t���tvr enrith ��Ti� �4 �9� ���ac�r� 5� �r���ch ����v���i���; ��caul� u�� �d����i�� r��g� t� �r9�g ��� �af ���uc��ar� ���"r�� �, �ur����i��f ar�� ��:ttir�r� ?, ��le�i�g. �� �r���� �'�� ��� ���r1 �����r�t��t�r ���ll �� �����l��� ��� �. ����� ��s� �c�r��i���r�� �� �� ����� �-ir����� �� f�r�e; �, ����r����r� ��a�ll �� ! d � ��u �i� � �� ��� r�a�ii �c�� ����� ���I �r r�r��lar fill rr��t�ri�� �r��1. �R �' P�R P � �' P ; � � c fr.�� ���rl ��s�����r,�t�r� ��shi�h �h�ll b� ��r ��,�; ��i���c��� t�` �5��''� ����t�r �.�n���r. ��d�ir�c� �h�Ll . F��`���, �r �i����s� ��I� fl��cik��� b��� ����h ���e��l��� r�c�� ��r1���n ���r��� ret��b��d �rr a�-i���� rir�� f �t��� ����i�� b�n�� �ar�� �1���� ���rd: ��r�1'�la� �r���r� lur���� ��g�l� �f��tic ����, �rg�r�E� ���i�ri�(� �:o��(ir���<�f��t�ld �� �a��d ��r ������+ct�c��n� �� ��r���i�� ����r�i,��F �r ca���� €����t��ic���� ��r�i�� ���r�ga��d �(���i� �i�� an� �r� ���:+�r�rr��n��� �+�r rn�a���i�l�. �li r�quire�>s���� �:r�c�uiic�rr� ��r �a�ir�. ��.� i�i�h ��r+��r �i�r����� pip� ��:,c�. �4" I� ar�d ��at�����r���r ir��t�ll�ii�� �r� �h� r��ora��'�ili� ��> l�r��r�. �t ��r����t� �r��1� is r��Q���d�� �h� ��r�tr���� �r�� �h�ll �� ��� ���I,� ���r���� r� ���a���11 ��r �1��;°� '�� r����� '��r�� n����r���, ��ih�d�e � � �. ��r�tr��t�r ���.i:l ���p�r� ����v�ta�a� ��� ��� 1�; ��ek��ll �����rer���t� � ����Il r������ar� s����i1 � 1��� ����1 ��nc�����t.��. ���ttr��i�� is ��� ���ibl� b� ��r�� ���.�ii. c�r� �:�t�� ��ii c�� , ��'r��l�r �iil P � �` � 9 ��r ����E�� �r�� b��IcFiil �r�a�r�� ��irl ����r��r�t�r r�r����ri�l,. arr� c����ct�d �� ���'.� p�����r ����i��. � �� d������� ��<�it� ��ra. �,�� r����� �� �nc� �.� �r�e��s�� r����al�� �����i�ls ���I7 ��������� P � � � , ����ur�l �h�r����r��ti�� �`a� ����rr�c�. ���ar�e 4� �. I�'#�r��a����r�� �.���ll ��s��pl� ���r���r.d r�a���s�l� �r�e��d ��ii� �f U:S�� �r��p� �!p ��� �i'�, ��F �r�m��s� �ra� e���r�s�. �i�r��'t.� r�t�d H���< ��; �r�d �P� �� �.�cr���� i�� �Tf�� C� �:��� �ar� g��t�ra�l� ��������� r�����ri�.l� �9��ra c��°n,��ct�� tc� �. l�her� �r�ffa� ���din� �!�-��i� �� r�c�uir�d �r 9(�°�� ������r ��r��i��. ����ill ����II r��� ��r�t�ir� ���i�ip���d� � �m��a�� ��������� l�-���I� �i���l� �t�:���� r���ir�� �>� � 3-ir�c� �«g� �r��r�� lur-�p��. r�i��fic�r�:�1 can�r��t� ��d r�c��'� b� �la��� c���r t��� hi�h� �(as�i� ��,��� �r��a�i� ��t�ri�l, ��r���i��: Sv�irl +��r���n�����r �c� ��p��+r� ��� I���� �i�� r�r����r��f. �r c��h�� ��l�e���it�i�� fc�r°�i�r� �at�r��l�:.. ra�a�a��l� fr�r�e. T��� ��p c�� rf��r ,���� n���t be ���1�illir�� �h�ll +�a���r� �c� ��T1� �, �`9�, �����r� �� �r���e� �+rit� c�r�p9���i%�� �������i�� j�is�� 1U, <�t�•�c��r�( ����i1i P'l���n��n�a ��c�dil �ha�( �e ����rm�1 �+� � �inir���� 1-ir��� t������� �� :ail��nf ,�l���d �n � �c� �.� ir��h i����� �� "li��" �r�d. tr���f�r �f ��i��� I��ds �r�r� ��nh���<c���t� �c� ��rnp.���i ���c�r� a��i�� �h� ���� li�� ���k�ill. ����r��� �l�k�: i�����t��i� e���r �h�l[ k�;��ar c�r�' �l��il �e�;�e�d �t I�e��� 1� ir��h�� _��i��rd tr�� ���irl ��n��et� �E�h� �r�d ��t ��� ri��r �i�:�. `TI:�� ���°�cr�t� ��r�����t��t�r �nd f€�r �h� ��Il ��i�h� �f tl�� ��ri�� ���� �I��li h��� � ���ir���a� ��r���g�� �� �,c��� ��i ��n����r,���r �ir���u�i��g ri��r�s�� �.����i�1g 1�����(�� ��d �� r�ar����e�� �i�h a�� r�i�����rn� �t��l ��►�r �� ����i���rb�� ��ii�� �� �� �r�r��ri��g�:o. �ir�ir��rr� c���r ���r ���r�f��ci�� ���1 ���ll �� ��ira��. T�� �fi r��r����l� ���er ���. - - - - - - - ������_�t� ���b_�hal� �� 1��+�����ch_�ir���� �����,- - - - - - - - - - - - - - - - - - - - - - - - - PIPE 6n 22n 6° 3" DIA. PIPE cn • . N 2" DIA. PIPE ' w� ' cn z '� a= - w� . >�o �� � >w I (w . ..- _ �. �. � � � � . _ � ,. � . � _ . ao . � �� CLASS "A" CON C. SECTION N OTE: ONLY PRECAST OR POURED IN PLACE PERMITTED I N LET TYPE "A" N OT TO SCALE 0 4" MIN. 4" MIN. 0 0 MANHOLE STEPS � AT 16" MAX. ON CENTER. (SEE DETAIL) a . PRECAST MANHOLE � � � SECTION o _ CEMENT 12".• N GROUT 5" LN . �' . . . . . . . . . s � � , : . .� . : .� . o 3" M I N. �;� �� � �AnF� � �n��? COVER �� BARS • 6" O.C. 6" OF #2 OR #8 STON E � TM �yqy� 6" (FOR PRECAST BOTTOM ONLY) STORM SEWER M AN H OLE SU M P N OT TO SCALE � � 00 � 0 � H w � � O p�N o �c�o� Q c� c�i .� ��� o (� N � � o�� �' ZZcj v J � L w � QO� � 0 �Q� �ati � � V! _� J � � U Zz � 0 � W � � z ~ Q �■■� U � w� Q� � � ■�Q ■■ ``�����11 I I I I I11 /�����i �,,• � FETAy �%, �� �.� • • �C/ �i ��` Q' � ���STE C' '% � � RF� � � Q� O � _ . No. . _ _ * 19900549 * _ � ° �'. STATE OF '� �� �O. :��v� •,�,�••., /H��ANP` .•�����• .,F .. � ��. � si � ��� �,,, ON A ,�� 1` . ERTIFIED BY 10/1 /20�3 J � W W � � � r N M W � 0 � � � � ■ � .. Q� w � � � L.� � Qa o __ � w Q Q a - Z � � � � W � � J , W Z � � � a 0 V � N r W > � � � � J J Q Q Z 0 Q � � � H � � U � � W � � w O � � � � � W W�� J W OC W a � � � V � � � � � � � DATE: 12/21 /12 DRAWN BY: PED CHK'D BY: AF �OB N 0. 2012. 01436 R EVI SI ON S 3 ADLS/DP 06/04/13 4 TAC 08/16/13 5 COMMENTS 09/10/13 g COMMENTS 09/25/13 7 COMMENTS 10/09/13 SH EET N 0. OF 2012.01436. CE.13. C700- C705A. SD. dwg