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Home My WebLink AboutS-271505Cci O\ ' n 01 0 � N 4 � ° N � ° � O � �� I� U o� � - �_ �\ INV =�4a4 313.75 I if � N 8875'36" W 5.15' / \ 20' U LITY ° EASE�NT 0 � J i � z n � = Q C� � � ° M iI /; 322 Q W � T � � W ?- W �' J Lil Q r Cl7 z� W } i- �z � - z _ } (� T � ' .. H o I t' �' 16 `�� 14 ■ �� 322 \ i'i -' �Ilo m »uj o�i � \ _ ___ � � � ° ,f i \ ° I �, ' 1 .r; - - grip o � - _ �° a - -- , V- Z s �' ------ - - --m- � - -t -y- _� -- - ° e ° -�° , - _ _ ,� �- > O � o� �' .. �ry �) I x -- :: :�_� ,. _:; I ° °,,\ 3Ze V_ SEWER ' n,,,, I \ V�O� � a � 0 O .`' - ' 1 EASEMENT' � 3� �16' ' y ®0409 W/ CAP .,: xil I 1 +00 y� / .., .0 �I �� I- 12 8 PVC - Z �y � � y - ';a --{-- �aa�f> -- - _I - �..__ _ �'I _ � ;;,r ° � - - - - - -- - - - -- - zb• INCHES ' I' _ U a o INV =31382 � ... ,� 7:299.::8° PVC ® -�1 � ( � �. CRF35'& ��''� _ r, L .T L� ` , " ` N.E.'. 25TH ST �' � 12 PAVED c ' ._ E � _-m .., � DFIV��flgY -�� kITY �6Mi , " ° ° Z �;_ I �, ° a ; � \I '. °- e � � _- T-r- Js SSMH #UP2.UCt;T -- _______ ___ -�i -x-324 _s�_ �__r.. 4 �___. � ` °1/ F ° wl ' I.:. STA. 2 +38. 31.94'L O+N / \ A c rn _, � >m ', 32 nines°. - ---- { - - _'I° \. RIM =3P6Ed 326.35 -v �1 c °, - N:zn +�> � ° � - � INV =�f (7"%)312,23 o � BW =3220 -:z�^i +{�� I � _ a �� I' INV- �✓i't.BI"(S) 312.08 '1-� TW =324.0 t � i 1� 1 � 6" SIDE SEWER � �' m - ' =� SSMH #1 ®2.09 MIN., TYP. �,. .,.,� a\ 1+ '� �� ` `� � � " -� $TA. 0 +12.5, 5'RT \�� `I3�0 RIM= "�z?r� 322.%8 Z ° 4 °- � /BW 3789 ... �� " �� TW =323.7 INV -�� (N &W) 3Jq,lg � 6• CONC. SIDEWALK �a o INV --��, (E) 313.23 3,x7, � ` CONC. CURB &GUTTER = LIGHT .a L A EASEMENT, \ �\ -6/. TYP. y� Twa 3 4 �ry � r ,�� O � =a � t BW =319.1 318 0 a �' - ; 6" SIDE SEWER �y TW =324.0 _ 16 ®2.09 MIN., TYP. 1fi _II of z 1 ROCKERY \ 1 s,cf_�G 1 VOA, MAX. HEIGHT 5' /' °o .,. 318 ' -- l� PT = 3 16.2; JI ° I -� o if i e �l e� W �i e Q S i 5" 3 � z 326 � �f � {� C �� ® L °< U oI� _I 2 Q _� a. �� 2 � W BW =319.2 °� m� � � . SI90 EASEMENT � m Q TW =324.0 � .� � � 1.5• SIDEWALK v n _ ° "' c 1.5' SIDEWALK I i ) EASEMENT Z o � 5 � m � 7 ;� � a - SSMH# 4 f i I. _ RIM= 32<5.B8 -�j7q .bf SSMH{ 3 � W 3, INV= 37 -&:9i} ° ; 317 °i <r W/ DROP, CONNECTION i (L J ( �' FROM WEST PER C.O R. I ,. DETAIL B075 � I �I ��' 3 3180 �i +T - q +g6 � 3ttfiA��_ (3''�I�aa�� Paf`� ��ry� _� r w o/ � (( ti p� � � SIN l INV = � I - �I,�.INY -�rzu �S) 0 +37 , L_i -1- f 6��f 9 w w_ � 10' X315.0 1BQl 319.0 tt I �4NV= � o° � -320.0 w 26' DP. AIN AGE ,r I 22� 319.0 '4 +05.00 I - 18rs�8' PVC ®2:009' �' 15' SEWER ESMT I � ° z z Z / _ _ _EASEMENT- - - - 9 ,_ � � ' 5'x5' HYC 0 0 � J ---- - - - - -- -- - -- _ '�,. I _ EASEMEN" w w � - � � w 26' DRAINAGE/ 111 - - ;_ � BW -319.4 �ACCE55 EASEMENT _ 0 0 7W =324.5 _ z L� ,, _ 2' GURBGI,T N 88'i° `/`/ t � 1 78 -25 � � - _ - _____. ( -- P ° 1 \t it � �- N 0 0310. 0 20 a a -- -- -- - - ?-?-1 i� Y� -` � � � �, J' � e �1RvEa .r APRs =1 0 0 � N 881515' W 292.46' -- � � - - -- - m BW =324.0 � a � � TW =325.0 PRC ° A +388\ �,,I I � J } ❑ I I � � � O WWP ��'�i � v� !, SANITARY SEgFlt NOTES AND SPECIFlCA710N5 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF REN TON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN NJRITING BY THE TRANSPORTATION DIVISION AT 277- 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE � NOTIFIED 24 HOURS IN ADVANCE. / 3. ALL CONSTRUCTION SHALL 9E IN ACCORDANCE VII1H "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS I ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON I I STANDARD SPECIFICATIONS. I 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE I AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE � TRLIE P.ND CORRECT LOCATION SO AS TO AVOID DAMAGE OR I � DISTURBANCE. Iz 5. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL I< BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY I � PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE I SCALE 1" = 20' ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTCN). IT �/ SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL /o CONSTRUCTION. W �� 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS � AND OTHERS ON THE CONSTRUCTION SITE. /` 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ?� OBTAIN STREET USE ANO ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ` \ 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON VATH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH CF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 1 959 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE CF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING °' TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND a MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL - BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. k TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL ANO COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN ,0 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON U S C AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MUI CHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. Ail PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) GF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR "' ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY M STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING g`�`�` OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL �° _ � jF a� ,Sfl °o AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE � +E? %f4, 9i ,� PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ,� : l PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELO'N. THE t i - PIPE. �1 y��y � i6. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLOftiDE (PVC) G _ �p RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. LJ f,3alO � �7 U NOTE: THESE PLANS ARE "AS- BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIANS AS, OF THIS DATE: GJ.vI.G.�`N,,��,�, to /zr �� WILLIAM SHUPE HOL ERG PLS 113 3gUPE '��F4' OY wAg N y x � � 4( � RECOMMENDED � FOR APPROVAL 11332 �rsrII� �' P ( SIONAL �l � �•/ BY /YJ4 EKPIItE; 11/30/98 �, UNDERGRODND SERVICE (USA) AVOID CUTTING UNDERGROUND A 1 y U1ILITY LINES. ITS COSTLY A S � E�u.1 ! ` � W �. Call NOSE: before ,IOU EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ®�9�EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - y GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EX!ST1NG UTILIP.ES ARE SHOWT: I ® ®ay CC CCC HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTIL'TIES '�� ® ®O °Y2��J�JJ ( NOT SHOVCALOLRBEFOREEYOUODIG:HO� BOOTM424 5 � 5ER LOCATION. I f ��: �- 1�7s � � !-ir3 ; . � a7eror- 'CANNF.o DEC 10199 ,_ ,.,._ - EXIST. SSMH# 5 HOUSE RIM= 3£B -G7- 3�-J �'v .. �\ INV =�4a4 313.75 I � N 8875'36" W 5.15' / \ 20' U LITY ° EASE�NT 0 � _ t�,.l � f- 7.5' l' ° M iI /; 322 16 `�� 14 ■ �� 322 \ i'i -' �Ilo m »uj o�i � \ _ ___ � � � ° ,f i \ ° I �, ' 1 .r; - - grip o � - _ �° a - -- , V- Z s �' ------ - - --m- � - -t -y- _� -- - ° e ° -�° , - _ _ ,� �- > O � o� �' .. �ry �) I x -- :: :�_� ,. _:; I ° °,,\ 3Ze V_ SEWER ' n,,,, I \ V�O� � a � 0 O .`' - ' 1 EASEMENT' � 3� �16' ' y ®0409 W/ CAP .,: xil I 1 +00 y� / .., .0 �I �� I- 12 8 PVC - Z �y � � y - ';a --{-- �aa�f> -- - _I - �..__ _ �'I _ � ;;,r ° � - - - - - -- - - - -- - zb• INCHES ' I' _ U a o INV =31382 � ... ,� 7:299.::8° PVC ® -�1 � ( � �. CRF35'& ��''� _ r, L .T L� ` , " ` N.E.'. 25TH ST �' � 12 PAVED c ' ._ E � _-m .., � DFIV��flgY -�� kITY �6Mi , " ° ° Z �;_ I �, ° a ; � \I '. °- e � � _- T-r- Js SSMH #UP2.UCt;T -- _______ ___ -�i -x-324 _s�_ �__r.. 4 �___. � ` °1/ F ° wl ' I.:. STA. 2 +38. 31.94'L O+N / \ A c rn _, � >m ', 32 nines°. - ---- { - - _'I° \. RIM =3P6Ed 326.35 -v �1 c °, - N:zn +�> � ° � - � INV =�f (7"%)312,23 o � BW =3220 -:z�^i +{�� I � _ a �� I' INV- �✓i't.BI"(S) 312.08 '1-� TW =324.0 t � i 1� 1 � 6" SIDE SEWER � �' m - ' =� SSMH #1 ®2.09 MIN., TYP. �,. .,.,� a\ 1+ '� �� ` `� � � " -� $TA. 0 +12.5, 5'RT \�� `I3�0 RIM= "�z?r� 322.%8 Z ° 4 °- � /BW 3789 ... �� " �� TW =323.7 INV -�� (N &W) 3Jq,lg � 6• CONC. SIDEWALK �a o INV --��, (E) 313.23 3,x7, � ` CONC. CURB &GUTTER = LIGHT .a L A EASEMENT, \ �\ -6/. TYP. y� Twa 3 4 �ry � r ,�� O � =a � t BW =319.1 318 0 a �' - ; 6" SIDE SEWER �y TW =324.0 _ 16 ®2.09 MIN., TYP. 1fi _II of z 1 ROCKERY \ 1 s,cf_�G 1 VOA, MAX. HEIGHT 5' /' °o .,. 318 ' -- l� PT = 3 16.2; JI ° I -� o if i e �l e� W �i e Q S i 5" 3 � z 326 � �f � {� C �� ® L °< U oI� _I 2 Q _� a. �� 2 � W BW =319.2 °� m� � � . SI90 EASEMENT � m Q TW =324.0 � .� � � 1.5• SIDEWALK v n _ ° "' c 1.5' SIDEWALK I i ) EASEMENT Z o � 5 � m � 7 ;� � a - SSMH# 4 f i I. _ RIM= 32<5.B8 -�j7q .bf SSMH{ 3 � W 3, INV= 37 -&:9i} ° ; 317 °i <r W/ DROP, CONNECTION i (L J ( �' FROM WEST PER C.O R. I ,. DETAIL B075 � I �I ��' 3 3180 �i +T - q +g6 � 3ttfiA��_ (3''�I�aa�� Paf`� ��ry� _� r w o/ � (( ti p� � � SIN l INV = � I - �I,�.INY -�rzu �S) 0 +37 , L_i -1- f 6��f 9 w w_ � 10' X315.0 1BQl 319.0 tt I �4NV= � o° � -320.0 w 26' DP. AIN AGE ,r I 22� 319.0 '4 +05.00 I - 18rs�8' PVC ®2:009' �' 15' SEWER ESMT I � ° z z Z / _ _ _EASEMENT- - - - 9 ,_ � � ' 5'x5' HYC 0 0 � J ---- - - - - -- -- - -- _ '�,. I _ EASEMEN" w w � - � � w 26' DRAINAGE/ 111 - - ;_ � BW -319.4 �ACCE55 EASEMENT _ 0 0 7W =324.5 _ z L� ,, _ 2' GURBGI,T N 88'i° `/`/ t � 1 78 -25 � � - _ - _____. ( -- P ° 1 \t it � �- N 0 0310. 0 20 a a -- -- -- - - ?-?-1 i� Y� -` � � � �, J' � e �1RvEa .r APRs =1 0 0 � N 881515' W 292.46' -- � � - - -- - m BW =324.0 � a � � TW =325.0 PRC ° A +388\ �,,I I � J } ❑ I I � � � O WWP ��'�i � v� !, SANITARY SEgFlt NOTES AND SPECIFlCA710N5 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF REN TON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN NJRITING BY THE TRANSPORTATION DIVISION AT 277- 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE � NOTIFIED 24 HOURS IN ADVANCE. / 3. ALL CONSTRUCTION SHALL 9E IN ACCORDANCE VII1H "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS I ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON I I STANDARD SPECIFICATIONS. I 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE I AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE � TRLIE P.ND CORRECT LOCATION SO AS TO AVOID DAMAGE OR I � DISTURBANCE. Iz 5. APRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL I< BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY I � PERMITS PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE I SCALE 1" = 20' ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTCN). IT �/ SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL /o CONSTRUCTION. W �� 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS � AND OTHERS ON THE CONSTRUCTION SITE. /` 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ?� OBTAIN STREET USE ANO ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ` \ 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON VATH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH CF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 1 959 OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE CF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING °' TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND a MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL - BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. k TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL ANO COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN ,0 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON U S C AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MUI CHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. Ail PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) GF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR "' ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY M STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING g`�`�` OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL �° _ � jF a� ,Sfl °o AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE � +E? %f4, 9i ,� PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ,� : l PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELO'N. THE t i - PIPE. �1 y��y � i6. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLOftiDE (PVC) G _ �p RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCH ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. LJ f,3alO � �7 U NOTE: THESE PLANS ARE "AS- BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIANS AS, OF THIS DATE: GJ.vI.G.�`N,,��,�, to /zr �� WILLIAM SHUPE HOL ERG PLS 113 3gUPE '��F4' OY wAg N y x � � 4( � RECOMMENDED � FOR APPROVAL 11332 �rsrII� �' P ( SIONAL �l � �•/ BY /YJ4 EKPIItE; 11/30/98 �, UNDERGRODND SERVICE (USA) AVOID CUTTING UNDERGROUND A 1 y U1ILITY LINES. ITS COSTLY A S � E�u.1 ! ` � W �. Call NOSE: before ,IOU EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ®�9�EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - y GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EX!ST1NG UTILIP.ES ARE SHOWT: I ® ®ay CC CCC HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTIL'TIES '�� ® ®O °Y2��J�JJ ( NOT SHOVCALOLRBEFOREEYOUODIG:HO� BOOTM424 5 � 5ER LOCATION. I f ��: �- 1�7s � � !-ir3 ; . � a7eror- 'CANNF.o DEC 10199