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045-97. Sanitary Sewer 3
Plot date: 04/17/97 at 15:43 F� BF�ySlOR RM MN M EX pOCA5TIN� � /�`�e0 s� Sli C SO g46,pt �'�' \ � 11N� $39 �9 '0%r �g�4 0��� �� , � � �� GP'�,� 15 �'` � � �a . � � � 'O � �J ;� � � � � �, � � ,' � � � > a��' . i`�� � � ��� �� , �,l '�� r � ' _, � ' ' /' � ' � ' % /% ;� ;/ � � ��F, % �,� . � 1 � 4 �6 � l/� / � i� � ��� 1 � � / j // �,/ _ a� / � � �� � � � . � �}, / � � ��, �� . , �, .. � ��i� ��. � i � �� � 'V I� �, � / i � � � � � � � ���� � ' ; , � 0� � � � i �/ ��i!� � ��� � �� , , , �, . . 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S i/ i cj. � �, �1 � � �;� �, � �� ��Uj , � ��,��` '� � ' � � � i " i' �/, �� � / % a �� � �' , % ! �' �� � / � ' � � � �� � � ���� � � �� � �� �v�� � '�� � � � �� 845.21 �� �� � � � � � %� � ,' � �; � � '�� � • � pp ' � �� � � .. � � � ��. �� �% % / . .� , �° ��� � � j ��� �� � � �� � � �� � � � '�� � � � �JJ ��\ 1 , � � ; 1 2 � � �, � � � � �� ' '� � � � � � � � �� � � / ���{ � �� � �� � � � , /� i � '� � ^ ��� � � � �� � � �%i � � ���� E.�� �- ' � � � � / � / � � � i ' � ' /' � � Q � � s�� � �`� �' � ' " �r' `� o ,� '\� � a ,. ,��� a� j ;/ j � ;;;�� ; o �' , �- � � ,.� ���� � �, � ��� ��;� 201 ,, �, �� � � . � � 1 ��:� , � , ,, �� �� � � � � � �� � � � �= � :�� �' � ��" � /� ��,J �;; �,% �, �i,. i� 1 � � /i i � � /� m �, ���A � � ' , � � , � � ",�' � � �j�� � � �a� . ��'� � � m � � o C� , � � �/ � � i � '% � � �" ��� � � � . � S � I`� � , �, ?�� � � i'� _ � : ,: � �� � = / ; � � �; �' / � �� � _ �� �_ / / � � / �' � � /' ' ' / / ,. / - �� ' / i�! / i , '//,�/ � � 1 � �: � �, - - , �, �, , ;. , , , , � � , i �� ,� ,��, ; j � "� \ � � i /� � ' �� ��fi, i� % / / �i ��/ ." i �' �� � t,1 'L � � �� i � i � � r, i , � � �e,°'b . , ii �, � ' / ' ��' i �"/% / i � �! % - � .,� '� � ���S i ,� � ;� � % / / i i ,'� � �j /��°� i i� � / i ' % /i X� x LOT 161 � 35' B� � � � I � ��. � 7 � ' ' ' �, PAD 846.5 � � � �� ; , , � , �, �; � ��� ,/ , .:, . . ... : �y . / / � ,/� � i,� � , i , � �' , . , , y � . , ., i _ i . � - / � , � � —.—�-�— - - . . . . . ' � / i ic . .. , - ,,� / � �'� �� � ��� . . � � , ; m . . : � l5' D&�� > �' y � , /,�� ����"i �- ' i ' ' " � kr,,�' /�� s, ' � /i % i/ ,��,/ ��i �� f i �/' � � MATCH WORTHINGTON ,� �{� � p�j � � '� � O i ��- � f � y i i t // � � � ,� �j �A Y'' � ' i f' � ,� 'C- Y ., i � � � , ` �� SEC. ONE ��j C��, , ,����, f��� , �; �,� r�, � � / , ' �' � �� � p� � , � , i ,; �(C? i � �i �/ 844J8 � �� . / . � / . � i � ," j� �� i i � �: ' / 8 �� 844.00 � �i � " ' '� /�: i� �/" � �/ � �q69 % .� � � � � ��� � � � � � 18 � � �;; �� � ��� � � �, -� � , � . . . - , . i / / , � / � ;� i ,�>.. - i �/ . . � . . � � �, � . ; , � ; , "� ' �'- , � �' � / � ," ' ' /"� / ' /� I l ' � � � � � � �5 i � i , �; ; �� ; , � ; , ", ; � � � � ��. /-� �/ �, ' ; � �'/' �, ;�� � i"/� �i I . . .__ � �✓ � _�/ , � / � �J� j �� // ,� l' /j �" j� � X ' � % �, / ' I ; , �, , i � � � � , � ,'. , , � � � � , ,' � f i f' , � � � ,� , , ,� ,: , � , � , , � �� i i � , '�, �' � � � o � '� r ��p , � ;, < � , ,-. ;,: LOT 1 �4 I 4 ' '�' ' , '' ' ' ' � I 1 � ' ' ' ,' � I f� ' ' � � ; � 1g .. PA� b44,0 i . I � � �__.i � . � ��� I � � � � / � � ��� , ,� � , � i '�/� �k !, `, / h � � � � i �. " � ' � < II ----� , � , � � , � � ' �� � , ,�, , - . , .. . ; . ' / . � . . ,, -WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ALL OTHER INFORMATION SEE DEVELOPMENT PLAN. � . T - , ,,: . �� . , . . , � � � ,��� , . . � , � //� � �F � �/ j . . . '�/ � /.�. + J��� V . . � � � . ,; ���" ; �,�� � �; �, � � � � � , � � n� � ; 's f,' f /� ' ' � 1% DI�SCIAIM NY RONEEN TH�/�ONS R CTION ' /, r � � MEANS AND METHODS ASSOCIATED WITH THE %' � s �Ii % " � P R O J E C T A S S E T F O R T H I N T H E S E P L A N S. � �EGEND: n �'� �, � �� � � ����� , , , � , 14' � � �� ` . �'� , � � � - � � � � i` °� � �/ %, �� � � � - � , , � Ca, � /�� � ' , " � � ,� � SEED � MULCH ' / `/ / �,� "�� �r ��- � � � - �, ' Z STR,4W BALE PLACEMENT }�1 - Y �t� , . , , � . �O ,, �O �1 �` � � ��� � � � � � � �, STRAW BALE PLACEMENT �J2 - II " SILT FENCE - �ii�ii�ii�ii�ii�ii� 11 � � � �I STORM SEWER - --------_-- � � �� 0 25 50 100 �s.:M.. _.�� ._,.a �: . ,. . File name� H� \SNYDEF�\89\F?9gR�\,CnN—S!�T�,�'"�r� — STRAW BALES BURIED 3" STORM BEEHNE O� O�0 ' 3'-�4 REBAR STAKE • 2'X6" SILT TRAP TYPICAL SLOTTED RISER ' ' (CAN BE USED INSTEAD �� ��3 OF STR,4W 8ALE5) PLAN VIEW TYPICAL SLOTTED RISER (CAN BE USED INSTEAD OF STRAW BALES) – STORM BEEHIVE � � 3'-�4 REBAR STAKE STRAW BALES BURIED 3" �2'X6" SILT TRAP �����_�� � _���_�..�::: ,�::���� ���_ �_���_���� �� �. u=� _��- i l I—I —ll_: •` '•�• I I I— I I I lr -,��1 =� . ��, .1�,�-- _' SECTION VIEW STRAW BA�E P�ACE=MENT �2 �OR EROSION CC)NTRO� (NO SCALE) MAINTENANCE: 1. INSPECT THE STRUCTURE PROTECTION AFTER EACH STORM EVENT. 2. REMOVE ACCUMULATED SEDIMENT AND MAKE NEEDED REPAIRS. 3. WHEN DRA�NAGE AREA HAS BEEN STABILIZED, REMOVE AL� SEDIMENT AND CONSTRUCTION MATERIALS, GRADE DISTURBED AREA TO ELEVATION OF TOP OF INLET AND STABILIZE. FtLE: STRERO.DWG EROSION CONTROL A. CONTRACTOR SHALL AT ALL TIMES INSURE THAT EROSION CONTROL MEASURES PROTECTING EXISTING DRAINAGE FACILITIES 8E IN PLACE PRIOR TO THE COMMENCEMENT t�F ANY PHASE OF CONSTRUCTION OR LAND ALTERATION ACiIVITY. 8. AS SOON AS AREAS ARE BROUGHT TO FINISH GRADE OR NEW DRAINAGE FACILITIES ARE CONSTRUCTED, CONTRACTOR SHALL CONSTRUCT THE APPLICABLE EROSION CONTROL MEASURES REQUIRED BY AND DELINEATED ON THE APPROVED PLAN. C. DURING SITE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL: 1. CONSTRUCT ALL PERIMETER SII T BARRIERS. 2. INSTALL AND MAINTAIN CLEAN i;HU�HED STONE AT ALL CONSTRUCTION ENTRANCES/EXITS 70 TNE SiTE AND ANY AREAS USED FOR PARKING. 3. PREVENT CONSTRUCTiON SILTS FROM LEAVING THE SITE AT ALL TIMES AND PLACE EXCAVTED MATERIALS AWAY FROM ANY DIRECT DRAINAGE FLOW RUNOFF f ROM THE SITE. D. TEMPORARY VEGETATION SHALL BE INSTALLED WITHIN 7 DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. E. CONTRACTOR SHALL tNSPECT ALL EROSION CONTROL MEASURES DAILY AND REPAIR AS NECESSARY TO PREVENT EROSION. SILTATION SHALL BE REMOVED FROM AREAS WHERE FAILURES HAVE OCCURED ANO CORRECTNE ACTiON SHA�L BE TAKEN WITHIN 24 HOURS TO MAIN7AIN ALL EROSION CONTROL. F. PERIMETER SILTATION BARRIERS SHALL BE MAINTAINEO AT AL TIMES. G. AT SUCH TIME 7HAT ROUGH GRADING Of THE SITE IS COMPLETE AND DRAINAGE OIVERTS TO INLETS, INLtT EROSION CONTROL MEASURES SMALL BE INSTALLED AT ALL WLET STRUCTURES TO KEEP PIPING SYSTEMS FREE OF SILTATIpN. H. EROSION CONTROL MEASURES, CONSTRUCTION ENTRANCES AND SILTATION BARRIERS SHALL REMAIN IN PLpCE UNTIL A GOOD STAND OF GRASS HAS BEEN OBTAINED AND/OR PAVING OPERATIONS ARE COMPLETE. AFTER COMPLETE VEGETATIVE ESTABLISHMENT OR PAVING, ALL SILT IN PIPES, DETENTION FACILITIES AND SWALES SHALL BE REMOVED WITHIN 10 DAYS 50 THAT FINISHED GRADES ARE MET STABILIZATION PRACTICE: JAN FEB. MAR APR MAY JUNEJULY AUG.SEPT.00T.NOV.DEC. PERMANENT A '//�/�////` `��I'� SEEDING DORMANT B�9 8 —� SEEDING �� �� TEMPORARY C � D �� SEEDING E '////I%/j/•� F �� ♦�/������������ SODDING MULCHING G � A= KENTUCKY BLUEGRASS 40 LBS/A�RE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE:, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. 8= KENTUCKY BLUEGRASS 60 L8S/A<,RE; CREEPING RED FESCUE 60 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACR[, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C= SPRING OATS 3 BUSHEL/ACRE. D= WHEAT OR RYE 2 BUSHEL/ACRE. E= ANNUAL RYEGRASS 40 L85/ACRE (1 LB/1000 SQ. FT.) F = SOD G= STRAW MULCH 2 TONS/ACRE. •/I/• IRRIGATION NEEDED DURING JUNt, JULY, AND/OR SEPTEMBER. "" IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SEASONAL 501� PF�OTECTION CHART EROSION CONTROL: A TEMPORARY SEEDING MIXTURE IN 7HE AREqS WHERE STRiPPING OR FILL HAVE BEEN GRADED SNALL BE SEEDED FOR SILT EROSION PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEEDEO AS fOLLOWS: A. SWALE SEEDINC SEED ANO FERTILIZE WIiHIN CONSTRUCTION LIMITS WITH S�J/ACRE "REDTOP GRASS", 20#/ACRE "RYE GRASS", 20�J/ACRE "BLUEGRASS", 25�/ACRE "FESCUE" AND 600jj/ACRE 12-12-72 FERTILIZER. B. CUT/FILL SEEDING (ALONG PAVED AREAS) SEED AND FERTIL12E WITH 25jj/ACRE "FESCUE", 20k/ACRE 'RYE GRASS", 15jj/ACRE "BLUEGRASS" AND 600�/ACRE 12-12-12 FERTILIZER C. SEEDED AREAS SHAL� HAVE A SUITABLE MULCH APPLIED FOR EROSION AND SILT CONTROL MULCr1 MAY BE STRAW, SHREDDED HARDWOOD OR EROSION CONTROL MAT. �. DEVELOPERS OP710N: CONSTRUCTION AREAS REOUIRING EROSION CONTROL MAY 8E HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS. C/L SWA�E ��1 /3� 1/3 I t/3 ; STRAW BALES BURIED 3" . . . � 3'-N4 REBAR STAKE STRAW BA�E P�ACEMENT � 1 FOR EROSION CONTRO� (NO SCALE) MAINTENANCE: t. INSPECT STRAW BALE OAMS WEEKLY AND AFTER EACH STORM EVENT. 2. REMOVE ANY SEDIMENT DEPOSITS PROMPTLY TAKING CARE NOT TO UNDERMINE ENTRENCHED 8ALE5. 3. INSPECT WEEKLY FOR DETERIORATION OR DAMAGE BY CONSTRUCTION ACTIVITIES AND REPA�R IMMEDIATELY. 4. AFTER DRAINAGE AREA HAS BEEN STAB�LIZED, REMOVE BALES AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. FILE: STRAW.DWG ALLAN H. WEINF-REG P. E. -lN �8827 � a ■ vi VW � a' o z Z W �W x � �? W Q U1 �� � E-� .� (Z �w a0. Q Q I ., zQ � x � a � U U dGL, �7 � W W� cD Z� � �' �D ■� z � � � Uj I a� o"'� Z a�� ��o z°i O W Q�� W m 7 .-. � W d ��" W � _ �`°� � O� � U .-� W � z �, �� � o � 0 � ■ � � � 3 ,W ', j� I � � U � � � m Ga Q �i U W N �I °z � Q �a i� w O O � A U C., � _ E 0 � � I � � � � � � � � I � � � �I I i ^ � � W ��iy � � V � � 0 � w;� I �J%�� � I O d O � �, v � � � � I O a� � j� ° � � � Q��'o W G� O d � � a � W ,W � 0. SHEET N0. O F �O