Loading...
HomeMy WebLinkAbout700.PDF� NOTE: � °w � JOINTS SHALL BE CUT z °w � w � ° WITH A JOINTER HAVING;A ° �� �.. ��� �� RADIU5 OF 1)4 AND FILLED �, �� � � � � �` WfTH JOINT FILLER. � a � o._ � � o z 8'-0° BETWEEN � N o •r � � � ¢ -� � � � TRANSVE'RSE JOINTS � � � • 48' BETWEEN EXPAN510N JOINTS {MAX.) _ � `�� G(7NGRETE SiDEWALK �p NOT TO SCALE �� ��� ; e� � � �lr �j�, g'�3P � r �� t � � � , �� . � �, � � � � � �''r ��t � � � �" ��� � �- � � � �, ,, �� ��. ;_ rf � �� �� � �4Y �i �� �� ��� �, �f � ��� �� � `:'. !� � � 1 " HMA SURFACf 9.5mm , �,,� �`�� � \. 2.5" HMA INtERMEDIATE 19.Dmm ', . `�,� e � \ ` . 'i � `: 1 Q 4 .�� t , � �' � ��� � �� � \� r , ; � 8'� COMPACTED A�GREGA TE #53 . � $ (2 LfFTS) z� � ," ti * '� � �� , � , . �e �� . .� � 2 � �; r V. ', � . ;.` �'\ \�;�`\ `� ;\ \ ; � \ : �`�.���\��\��\�'�� \ :\����\��- COMPACTED T0 95% .�:��\..�. � s`. �. �>. .. ,:\: :�': MODIFIED PROCTOR STANDARD ASPHALT SECTION KO , NOT TO SCALE ASPHAL7IC MASAC QR BUTYL RUBBER SEAL BETIM1'EEN JOfNTS CAS77NG AS SPECIFIED ON STRUCTURE DATA TABLE PRECAST CONCRETE ADJUSTER / RINGS IF NEEDED (4 MAX.) .� STD. PRECAST MANHOLE CAP OR CONE -► :' 5" FULL NE1GHi MANMOLE STEPS AS SPECIFlED 48° � 0-RlNG GASKET ASPHALT]C MAS11C 16" OR &UM RU9BER SEAL AT JOlNrS MIN. 4° DIA. SUBSURFACE TlLE �7" STUB WNERE REQUIRED I , —�� . .. , , < ' 6" CONCRETE SLAB SEE STRUCTURE DATA TABLE FOR �� � � x , . �� %-e,asnNC'rrPE ���•��y���.�`.���' k�.��.�,"�'���.��`�.:;�; 6";G�MPACTED I � PRECAST CONCRETE ADJtJSTER �, � � � � � ��`�`'�� "��� ` �r � z �� �� ��,"�:� ����� AGGRE�ATE 53 � RlNGS IF NEfDED 4 MAX. � Z���� �:���� ,��, F � ��� ��� : ��,,�� a :: � � ) � �zu�\,��, "�4a�\�,�.,"`�''� �ax�i�azr`ti��+t §''kc...: . �: . � r. �� � l;,; ---� I ASPHALIIC MAS71G 24'� DI,A. � :,,,\ �, �•> .�,,., , �� ��\ �\ ��� `���\���\ �\ ��\ ����\.%, OR Bt1 M RUBgxR �` \ RECAST ECCENTRIC CONE OR FLAT TOP CRP } � � �,, �� � � . �,�� :.� � : ,�:;,_ C(7MPACTED TO 95% I SEAL 9ETWEEN JOINTS �� �� AS REQUIRED TO MATCH ADJUSflNG � ��,�.A ,�A .� �\ .a\',� . �A °�A ,�A :�'�. .� � � � -. ,--------- - V��,.,,,��� MOQIFIED PROCTOR I �; �._______�� , � '� � �1 ti RING PROFILE. TYPICAL CONCRETE PA�IEMENT SECTION G� I �^ —�L� `. � `NQT T0'SCALE � �--r- -- -� I ---- �—'--- \� �I � FULL NEfGHT MAMHDCf � ( � STEPS AS 5PECIFIED � : i I �� � � `� � � :�i ___ _. __ ---- — ---__- --- `.: 1 ____ � __----- � � � . I , , . . . .. �'. .r. . . �. . : , ,. . . •; � 1' NMA SURfACE 9.5mm g' � � � � �� ` ,� � \ 3" NMA` INTE`RMEDlATE 19.Omm � � � � � � � �� � i C 'I .� q h`� �� A` � Z ` * � ..} _ \ \.. i�o-� J� ��IY. � �. ��� .� ,� x ,��, �� � k 4 5" CQMPACTED AGGREGA iE #53 o-Rrt�G c,as�t�i � t 6" �� 4 '� �, � � '` � : � � . � ASPHALTtC MAS77G .\ I '1P. �\ � � � �� � � � ,� � : � . -�� � OR BUM RUBB�17 �`,;� _� A �\ � l: \ \`� � r\ �'�,� \/.?; \ % �� \ PRECAST CONCRETE � \� `�� \�f \ `\\ �\�� ; �\ �\:`\\ ``�� COMPACTED TO 95% ,�. j SEC]IONS '\ � \ ,\: \,..f� ;\r\ ,�\ ..�.�.r �.�.� �.��`.�. -� .�...`�. ��..��.�..�.•�.�;.�; MODIFIED PROCTOR �i � M(N. 4" Dl�i. � i= =� PREFORMED NOLE 70 SUBSURFACE ALE "i � i MAX. OF PIPE O.D. + 6" RECREATIONAL PATH SECTION P� � N07 'Td SCALE STUB WNERE REpUtRE1J `' � W/NON-SHRINKING ., � �. �` � CEMENT GROU7. __— � r: __. ______--__ __---_ .___-- ------- - --- --- — -----, �� . ! � � \ ----------BENCH WALLS AT VARIES (5' TYP.) � �� � , v� � sn �� LON�ITUDiNAL��DUMMY�J0INT � 6"��BASE � ��, `' �� � � �\� MIM. i�2° PER FT. SLOPE � -- 2% r��' I i , A,� ��� i . �� �==-�-c- - -�,_L= . � 1 p 4 GRASS � � 6 Rl/ � , ; ,`;.' �- �..� � �. _ ...': ��� \ ;\ �. �'�"� \� \��� �;� � \ ��� :: � • � ANHOLE BASE SET ON :�. �;��, ..,�::� r.!, :;�:�::.�� ,:� . . �... . . p �. � .� . ,;`�., t� , < ., . .. � . . : 6" OF �'8 OR J/2 STONE J \ ` ., $ { Z2 l2� PREFORMED JO(NT FlLLER 3" �A�N. L�___:___. � . . , , ` ,•' '` ; , .. .�. :: ��4 ` � { ' � WNEN `ADJAGfNT i0 6UILDtNG ° �; ' .,. #4 REBAR5 � i2" SPA. EACH 4YAY (STE'E!� MESH -�-I 6" �-+- AREA = 0. i2 SQ. IN. PER SQ F7 OR APPt?O�ED FQUAL) PROPOSED PAVEMENT SECiION MC3NOLITHIC CURB AND SIDEWALK D1 I STORM MA��HOLE 7YPE 'A' DETAIL NOT'TO SGALE � I (FOR plPE SIZES 12" THRU 24") • NOT TO SCALE ____.___ _—_.___—_ _. .. _._ ��.'_ ..___.. _.--__. _ .. _._ _ __ -- — _-- -- - -- - -- _ � SEE DEfECTABLE S\p�P� WARNING QETAIL � , `� � �� `-� `� `� ,� �� �� �� 1" (TYP.) \ \ \ \ \ 1 \ \ \ ` \ \ \ \ � I 1 � � I �� '. � � � * �� O �• �/��� �� � � ��� � � �r � � �� � � SEE R,4MP =�50� \ \�`�� �` � \ 3�8� '� GROQVES DEfA(L � °`" ' � . . � � TQOLEa RIBBINGDETECTABLE WRRNING DETAIL , a ,. ,.,,.:.; ;: c..-:a.: � ..- � ����� � ,� � � � � � �`1:• � `� `� `� ` 1 �'. `� �' � 2" '� 2" � 0.3" --i i-- j- 0.3" � � � ., � •, � � � 2�/' m`� � �"' � � �� `. 1 �° `\ \ ��\�\�� � �\a .\ � � � � \0����� `! \ y� C}ETAIL OF RAh1P GROOVES as S � 1`L'� NOiES: : ,-� x ' cg CURIN� COMPDUND SNALL 8E PLACED ON Ftt EXPOSED 5URFA�ES, tNCLUDING E v SIDES, WHEN FORMS' ARE REMOVED ��� M4DIFIED CURB RAMP TYPE 'K' O°'��£N suec�oE P��o� ra Pc�crrvc can�cR�e �� ra. NOT TO SCALE RAMPS TD BE 8" OF CLASS A" CONCRETE, ON 6" OF COAdPACTED A6GREGATE, -� -�-+ N0. 53 STONE (STONE SHAt.� BE PLACED f OR ALL CURB RAMPS Ai�D SNALL 8E ��° 1NCLUOEO IN 7NE COST OF IiAMPS) i.� V' . . . . � .. �. � �� o THE BDTTOM EQGE OF TNE GURB RAMP SHALL 8E FLUSN W1TH THE EDGE OF ���, ADJACENT PAVEMENT AN� GtJTTER LlNE ���.� ti. . . . . .. . �°� M1NlMUM RECOMMENDED WIl7TN OF RAMP IS 4' 0" � TODLED Rl88lNG SHALL 8E PERPEND1CUfAR 1'0 rNE DlRECTlON OF TRAVEL TO . ¢ CROSS ROADWAY {PARALLEZ TO 7NE R�ADWAY CENTERLINE) � w W * DRAINAGE lNLETS SNAtL BE LOCAlFD UPHILL FROM CURB RAMPS f0 PREVENT p�? PUDDLES AT THE PATN OF TRAVEL � w� CURB OPTIONAL. SNALL 8E USED WNEN NECESSARY BASED ON F1ECD o � o CONdITiONS. 3" � MIN. i ; � OU f 5' S TS ND BACKFlLL WITH CLEAN FfLL MATERlAL FREE OF ROCKS l:ARGER iHAN 6" DIAMETER OR EXTRANEOUS MATERIAL. WITHIN 5� OF STREETS WALKS AND CURBS � 4. 3.� Fj� BS � FIIL S� � RlPRAP TO BE PLACED ON BACKFILL WITH B-BORROW OR LO °p SIDF SLOPE WHEN CALLED II � E UIVALENT. MECHANICAL COMPACTION TO � Q � ��~--� �, _� FOR ON PLANS 95% PROCTOR DENSITY.) �i � ��� � �����! � PIPE CONCRETE K CULVERT END SECTION >��� � ��� ���`*� : D1A R ��.. � �.�„�. METE >�;;, � �' ��.���� ��oo�� ���� e-�''—..'a".� `\.. .\, ;A,� .,::.:::����.. ...����e ......:;:��.o. ..���o��:�����.�.���� '��� MIN. 1.25 O.D. + 12" ��� � � >�\� � CQ�iPUTED LENGTH OF CULVERT---I ��,�.: \�� 12" MIN. I ' END SECTION ti��� �, i PAY LENGTH OF CULVERT-�-I LENGTH (D) � SLOPE DETAIL PIPE SIZE 8" TO 15" 18" & OVER ;�y (� : i TONGUE END ON INLET BEDDWG BELOW 0.0. / 4 O.D. / 4 #8 CRUSHED STONE OR , END GROOVED END ON NTS THE RIPE BELL MIN. = 4" MAX. = 8" '_ #8 FRACTURED FACE AGGREGATE, � , OUAET END D HAND TAMPED OR WALKED IN � C---- 8=(D-C) Rl�" � _ _. .. -- �� ':A �< .� �� � TO t/2 O.D. � � z SECTION Y-Y R��� i CONCRETE REDUC€R CAP DIA. "F" 1'-0" MIN. OUER ' HlGHfST P1PF PREFORMED HOLE TO MAX. �f PlPE O.D. + 6' WjNON-SNRINKING CEMENT GROU L �;�Il, � NOTE• DfA. "G" < � - MANHOLE CONFRRMS TO AST1.f `, } C-478 �r• - ND BRICK OR BtOCK WILL 8E ��� ,,�: ' LLOWED IN MANHOLE '' 8" ONE CQMPLETE UNIT OF � '°■ � -� �.° -�''--� -�- y- � � MIN. PRECAST C�N�RETE'MANHOLE ` � BASE & RISER OR APPROVED ALTE4NAT11�. � SEPERAfE BASE & R1SER' SEC110N lS OPTIONAL ' �TORM MANHOLE TYF'E'B' DETAIL (FOR PIPE SIZES 27" THRU 48") NOT TO SCALE ; 6��� •4 3'-0" ' ^`' -•_ ; 6" ` 2'-p" , 6 : 'fi �' � PLAN VIEW H. �� � 6 �: 2�-�" 6 ' , , ;. : :� VARIES D1A 8" � �.�11�xYl V1 lfvflx fl� f� :..,�I . L ' � A,C C1:,' �f,Y ELEVAI"ION VIEW INLET TYPE 'J' NOT TO SCALE __-- __-- _._..____ ___. I � l < 1/ � � `� � ' ; NTS � , , < < r �,.� � ���j "� ' � � � � 4" MIN. (BELOW THE BELL) >,����� �� � � � � � DIA. ?��� �: � , ;������`;�..�`..s.� �� ���� � i A #S CRUSHED STONE OR ! � -�� 9'�� T� #S FRACTURED FACE AGGREGATE, ; _ BELL HOLE EXCAVATED. i � � FLEXIBLE PIPE BEDDING DETAIL ' T� 2'-0"* ! C76. GROOVE (OR TONGUE) —L PVC AND HDPE PIPE ; TO BE THE SAME AS ON NOT TO SCALE I STANDARD REINFORCED � � 6� - --- _------------- - -------- - -; CONCRETE PlPE A.S.T.M. *TOE WALL - -- --_ _ -------- DESIGNATION DEPTH SHALL 8E 36" AT � LONGITUDINAL SECTION Z DETENAON POND i NTS OURET I � Y 9 T 12" C-C MAX. I � �) SPACING � ; ,- T HOOK BOLTS �— O ' � � � H �, DIA. � SPACING E 2-�"� ; � CLASS "A'� CONCRETE � , � � �- E + 2T ---I � T SECTION Z-Z ' i� --16° �--- � NTS T � ; PLAN VIEW ; NTS PRECAST CONCRETE END SECTION DETAIL --..__._--__ _.__...._ ___ _.. -- ---- -------- - - _--- _ __ __ --_ ' � A M1N. 4" DIA, PIPE CLEANOUT _ _ _ _ _ _----.. SHALL BE fNSTAIlED tMTNlN TNREE LATERAL MINIMUM (3) FEET OF OUTStDE BUfLDfNG WALL SIZE 6" BUILDING LATERAL A PLUG SPECIFIED BY THE PlPE MINIMUM MANUFACTURER SHALL BE USED TD 1/8 BEND SIZE = 6" � ENSURE 1009' WATERAGHTNESS. TRUNK LINE I ! 1/8 BEND ' � SERVICE WYE COMPACAON OF GRANU�AR BACKFILL f5 CR1JiCAL UNDER I WYE AND BEND. tF PROPER COMPACAON CANNOT BE , ' , PLAN ACNIEVED, PLACED A MIN. OF , � P�� 6" OF CLASS 8 CONCRETE ! � AROUND 1/8 BEND. ' �' � ";::. . ,.. � OUTLET PIPE �' t" C.I. LOCATOR ROD OR � I� 6" of #8 STONE PRECAST CONCRETE END SECTION TABLE DIA. WALL � OR T � A B C D E D/A.+ 1 R- � SKlRT 12 2 1 1/2 530 4 24 48 7/B 72 7/8 24 13 10 1/16 3 1/2 15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 3 1/2 18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 4 21 2 1/4 2 1/4 1280 9 35 38 73 42 22 16 1/8 4 24 2 1/2 2 1/2 1520 9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 4 1/2 27 2 1/2 2 1/2 1930 10 1/2 48 25 1/2 73 1/2 54 28 17 3/4 4 1/2 30 3 3 2190 12 54 19 3/4 73 3/4 60 31 18 5/16 5 33 3 3/8 3 3/8 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 34 23 3/4 5 1/2 36 3 1/2 3 1/2 4100 15 63 34 3/4 97 3/4 72 37 24 1/16 5 1/2 42 3 3/4 3 3/4 5380 21 63 35 98 78 43 27 1/4 5 1/2 46 4 1/4 4 1/4 6550 24 72 26 98 84 49 28 1/8 5 3/4 54 4 3/4 4 3/4 8040 27 65 35 100 90 55 32 7/8 6 1/4 60 5 5 8750 30 60 39 99 96 61 36 3/4 6 3/4 66 5 1/2 5 1/2 10630 24 78 21 99 102 67 35 11f16 7 1/4 72 6 6 12520 34 78 21 99 108 73 38 5/8 7 3/4 78 6 1/2 6 1/2 14430 24 78 21 99 114 79 41 15/16 8 1/2 ' � MAGNETIC TAPE INSTALLED��,.. i aa � � 16350 24 �a 2� ss �2o as 44 13/16 s PER SECTION 7.02-C. � ' NOTES: i' o ' 1. MANUFACTURE OF END SECAON !S IN ACCORDANCE WITH APPLlCABLE PORTIONS OF A.S.T.M. SPECIFlCAT/ON C76. M►N. FALL _ '� , j ]/4 PER = - -- - _ _ _ --- - --- - _--- -- --- p • 30' c� ---. --. _ - - -- -- _-- _ _ - � � � L �{OLES gHALL B � � � � � ��,�VIDED UNDER PIP� � � � � � I � ELEVATION I SERVICE CONNECTION FOR SHALLOW SEWERS (LESS THAN 15' DEEP) ' ' i NOT TO SCALE , . _ __ _---__� .__ - ___ _____-- ____ ------ -------- -------- __-_ ----- - --- __ ----- _ -- ------ -- I I UNDERDRAIN TRENCH , 6" le out A ter ; TO BE FLUSH WITH Grade ��ireade��lug i BOTTOM OF PAVEMENT �C\ ��\ ,•� \ �. � � � .. � �L� , ��\ � � �2" ��oured i PAVEHiENT K R � oncre e collar GRAS�q � I i' H 1-6 --�— '���� Compacted Stone , � . �s. h �; .,.. ;,;: , 45' Bend 2'_p" � STANDARD CLEANOUT DETAIL ; NOT TO SCALE � � INSTALL FILTER FABRIC �';\ % \ '':2�p� � `—� ' ON PERIMETER OF \ {,- \:`�+N \`� CO�M FAC�TED TO 95� �\; � \� \�:•��;� M DI I PROCTOR � TRENCH AND OVERLAP ,,,�;\r � .,, ; ,\ b :I��N. AT SUBGRADE LEVEL ;\�-, � � <. _. ; �\�:: ,.�\::\::,\ �.,\,\ : , j \� \ � t \�i�\ { ' ?` MIN. 8 WASHED '`'.' � ;. ; . �,_ __ _, : �� # �\ �\ �\f � ���\\ �� � � � 6" MINIMUM OF TOPSOIL AGGREGATE � DOUBLE WALL PIPE, , � 3" MiIN. - HANCOR HI-Q, TYPE 4' PAVEMENT � 3 MIN. PIPE OR EQUIVALENT � LIM11T OF ! L SECTION VARIES LEGEND 12• PER SECTION 401.01 OF � SUBGRADE MIN. THE STORM WATER I � . ' �\ � �\ �. �\ \ �\`��\ �\�� �/� Bc = OUTSIDE DIAMETER � / D = INSIDE DIAMETER TECHNICAL STANDARDS � :; j� .• . ����� d= DEPTH OF BEDDING � �\ ' . ' • � MATERIAL BELOW UNDERD(-tAIN DETAIL ; � PIPE NOT TO SCALE FINAL BACKFILL � MINIMUM COVER SHALL BE ' PER NOTE 3. ; 6" INITIAL � DEPTH OF BEDDWG BACKFILL MATERIAL BELOW PIPE - --- ----- --- - - - __ _-- _ _ _ --- ----- --- - ___ . ._ _ _-- -'� .. D d MIN HAUNCHING (Bc/6) 60" & SMALLER 4" Bc d 66° & LARGER 6" � i�/��%i.✓/i�/i��i�/i�/i%i. � � '� RCP TRENCH DETAIL FOR CITY STORM SEWERS NOT TO SCALE ' NOTES: , 1. BEDDING, HAUNCHIN6 AND INITIAL BACKFILL FOR ALL RCP INSTALLATIONS SHALL BE B-BORROW FOR STRUCiURE BACKFILL MEEIING TFIE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM ; SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4" MINIMUl� �EPTH OF MATERIAL � BELOW THE PIPE BARREL AND A k11NIMUM Of 3" BELOW THE BELL. FOR PIPE SIZES 66° AND LARGER, THE �IINIMU�i ; DEPTH OF MATERIAL BELOW iHE PIPE BARREL SHALL BE 6M. BEDDING SHALL BE PLAGED TO BE UNIFOR�i AS � ' POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD Of THE PIPE PRIOR TO PLACEMENT dF TNE PIPE. HAUNCHING AND INITIAL BACKFlLL SHALL BE CO�iPACTED IN 8" I�AXIMUI� UFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY fOR THE ENTIRE DEPTH OF THE l�ATERIAL PLACED. THE BACKFlLL � SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL !, EXTEND TO iHE SPRINGLINE OF THE PIPE. 1HE LIMIT OF INIiIAL BACKFlLL SHALL BE 6" ABOVE 1HE SPRINGLINE. ' MINI�IU�1 TRENCH INDTH SHALL BE THE OUTSIDE DIA�IETER OF THE PIPE PLUS 18", , 2. FlNAL BACKFILL FOR ALL RCP INSTALLA110NS NMERE "L° IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE i ' BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" I�AXIMU�I IJFTS TO NOT LESS THAN 95q STANDARD PROCTOR DENSITY FOR iNE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" Of THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE dF THE PAVEI�ENT SHALL BE ! #53 STONE MEETING THE MATERIAL REQUIREMIENTS dF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95q i STANOARD PROCTOR DENSIiY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L° IS GREATER THAT 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIA�IETER, fROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS �1ATERIAL, COMPACTED IN 12" MAXIldUM LJFTS TO NOT LESS iHAN 90� STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH Of THE EXCAVATION. 3. FOR INSTALLATION OF STORM MAINS WATERMAINS, SANITARY MAINS WATER SERVICE LATERALS AND SANITARY SERVICE LAiERALS UNDER CITY STR�ETS, REGARDLESS OF THE JURI�DICTION OF THE U1ILITY, T�iE lAINItAUM COVER , FROM TNE TOP OF iNE INSTALLED PIPE SHALL BE THE PAVE�IENT SECTION THlCKNESS (ALL BITUMINQUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS � JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE SIRINGENT ; REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED. BACKFILL WITH B-BORROW UP TO BOTTOM OF EXISTING SUBGRADE I AND FILL TO TOP OF EXISTING SUBGRADE WITH LI�1E STABILIZED SOIL. 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN CITY EXISTING AND PROPOSED R/W REGARDLESS OF JURISDICTION OVER STORM PIPES. 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL 8E REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OVER STORM PIPES. � � - s , � � �� �k'�'� �af . G������ � � � ar. �I! ^,`�`,,4 : ti . �; - � � wlw ��� ti� �` ��,�� �� � ��`� � '� �;„� �, t�s � - ���, �� � � ��� - �� � w ���c ; / �.��;. - ,, ����� �r � - - ���� � � . � r � , � ��. � .a � � . � . . � • � � ..� � � i � �. � � �;. , z � _�, ....� ���f � �,,; � .„, �_ � �S .............« 4 � > � � z > � ° i c°.� � i � C z : � c : W � z : � � ; � � i � � J C�,> 4 J � �'�j� .�+. : � Q > �3' c�'. i � c . �- '� i �; � � � � a � � U i �' � i o 'v c � w � � �}'� v_ : '" �y : � ? ' � � ' w � i � � i � � ! � v � � � � d i � � � � a . � c> i � � N � � � O i �l'$ V � ; � � � � N � ; � � � � � • N N= � �j W i � � � � d- �t' M M M d�' � O�i t� �.� ~ N \ \ � � � a o � c> p t3� 00 h cD tn d� . M N �.. Z SHEET �,�0