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Home My WebLink About06060005 Site Construction Plans Rcv. 6/5/2006 DOCSQ �7 Q� 011 cn O O N � O N � 0 I � cfl -o ;t 0 Lf) (.D o cn a U I d Ln L (.0 > 0 o� J -0 m °- -0 I o 00 0 N a_ Or 3 a� -0 o � U I co OC)_ Q O Ln (D N O X O U co / U) O N N () 0) \ C E c _ N O LO I O o U Ln Ln 0 CO E -0 / O >, � Z m U a� -0 _0 o 0 a) L- ~ o n- o cn Nt Ln c � a LO co LC (f) 6 a) X . a cn c � N O E cD N Ln O 0 U 0 4) 0 E 0 Z C1� -0 _0 a 4) O O >1 (!) O O 1 —1 T.C. 882.20 F95- 1 I • � L -�/aJ �r.t• % - -� �,I I / I (E i Al / � // f r Tl\ / t to / I k (bbt• I a, b 886,801\ / 886, 30 II II I\ C - � w , '�, k `••� : 'fi \� ,fib � y II ,yyy �•� I� E.G. +0.5 V M.E•G. LjLj I '� ► � II I I M �7 Uil 0) I 0) II ? >I `� :�' � ,• LLi co I �4 �,��`' Y� �' ,�Z• O emu;- �� I ��' � II I i c% I II i C I ,'o V. ,��- � �•, off,. }a' Ij��,�. b�. :t. I I II I I I II r`�' 1 } U i tom► , / tb \� k _.-- -- 1 , t �' 85 T.C. 82. T.Ce -8-81-.337 ....• ,!r ....•/�"' err �_ - ,...r- �� \ `-- -"' ' ..r.. « -�"'r� + ,1.' f I I s•. ms + i "r r f �, ter, w• ? w w •• ° ••�i fr.,r'� ••' - - - -- .w - r - -� i �"�•�� .ice r r r r r r r r r r r r r r r r r r r r r r r r r� r r r r ,rw r• r w r� r a es M• f �• T.C. 883.00 �• ...-f r'� / / __ . - +_ -- - _- - -- -- _ - --- -- --------------------------- _______ -�__ -= ' /' rte, � ' // / / •� w A '� P r ..r � f ` �� i ��J' X885.70 1 k,�. /_ a - 10 00 T.C. 8B4.1 -7 / ` -, / � k �e�r -�'� so mo ,�}p,��b��j�� -yl �I .,/'� // t. ,sus •• 8 ,., ..•- -..�- �,J � ML ESIGN I� f '1 7 �}1 '� / / r .- .- r _ w .... r ... .�.. .- 41• k" \ ,,,, .,,. ,....� ,n .r -- �,. _•--• tv w .s •• v v �. w m rr ` i �� s .w r~ l .� 1 lo j• • -„ / ,i � � I -, ' '� I •r' / •� I t,`ll .® i'.•i� ` �.' ` r' v +� A r yn °• r' ,. IS -1' ` _J * , ` ` \ vs ql CJPN 88Z 882 - - - - - `ACS I I ,'Y . w I f . r r .r �� - .� _-. .�-. _.... ..- -�. -. .�- - - - - - -- -. 4� t� \�/ /ter / O' �r I / - -T -- - ---- .-- . -_.. -- M f' ° �• _ " - r - ` ' " 886. - - - 86.6Q _-�.. __......_......._ ._.._......_ ..... ,.• -'�' -' -- 88610 r --- -_ -- ---� ----------- -.... -- - `.- .. R -r-- 885 70 /�� ------ �,---------- - - - - -- (/ ,, r J I r •?� ,f ` `� ,�� 8 ll ' - 'l. 8 c � � _ - - - �'_ _ - ��. .- - - - - G / r r ; /�\A1 �. 85.45 y �•�-` --- - ......_. _. _ . `= •� E E.G .+1 eI ° / _ 7.60 X �� 884.95 ^___---- - - ---- _ _ , �•� ' d - �� _ 88 ' �' - - -- _- -_--__ 8 6.20 ,�`t .,�� M.E. - - - - -- '` / 885,70 -- �e. r --886..25- / _ 5►fo VP \ R 00 ---w 88575 885 r 5 J50 _ �i� / �• . ' �' ` �� _ _ 885.90 886 2 ` � RO '....._ 885.40 885,75 886. rn wo 885 5 °-'N 87.30 � r , % ,' � ^ o 88 .1 � z r� �; CS) , O / 86.60 �`b - , 886.35 s f - Ir I I �-Y T. 83.5 886.1 /' 885,$5 - - - /' ° II 11 T. C. 883.50 889 r . I I i i I FUTURE G I I 99TH ST, AND NORTH MI C N RD, r I 1 00,005± SF I F.F.E. 887.50 ' I i 890 i t r i t 889 t f .E.G. +0,5 p .. j f <;► t. M.E.G. UE I' I f I � - T.C. 8660 7 � 6" WTR A T.C. 885.40 r L53J rh c t EXISTING HOME DEPOT F.F.E. 887.50 II II LOADING ZONE _ - -- 887 -- - --- -- (I --- -- - - -- - II �� -- - �� ,E,G, +0,5 II 11 M.E.G. 7M._ _ 886.90 886.40 ° M.E.G. am 00*0 � II II -to ILI' -00 85,18 � I 84. -- - - - II II s� a I S4.os 7° 84, 56 M,E,G, -1 7 ED 0 �0 I-GO zII ZII I I I 85• a T.C. 884.90 �y� .E1D• .5 F- -•-� T �C 884.90 M,E,G L L I�� Ae F -7f T.C. 885.40 f5--I T.C. 885.40 J 6" WTR 8 t WTR- LEGEND EXISTING t, X 0 0 0 e �EX� L I - (E0 -SD- - SAN - - FM - -WTR-- ®PIV T 0 -UE- 0 0 -UT - - O FT P1 L!JJ 0 D 50 100 150 GRAPHIC SCALE IN FEET CONTOUR LINE SPOT ELEVATION MATCH EXISTING GRADE STORM CURB INLET STORM INLET STORM MANHOLE SANITARY MANHOLE SANITARY CLEANOUT STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER STORM SEWER SANITARY SEWER SANITARY SEWER FORCE MAIN WATER LINE FIRE HYDRANT WATER MANHOLE POST INDICATOR VALVE WATER METER PIT STORZ CONNECTION WATER VALVE GAS GAS M ETER GAS REGULATOR GAS UTILITY MARKER GAS VALVE UNDERGROUND ELECTRIC ELECTRIC MANHOLE ELECTRIC TRANSFORMER UNDERGROUND TELEPHONE TELEPHONE MANHOLE TELEPHONE PEDESTAL GROUND LIGHT LIGHT POLE MAIL BOX BOLLARD DISABLED PARKING SIGN SIGN GUARDRAIL GRADING (VOTES nnnnnc-+rn ?49 753.00 OR 753.00 752.50 M.E.G. 0 13 0 0 100 W�J PIV c; UE v UT T 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS, PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT, 2, PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3, ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4, THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM, 5, THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE, 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8, T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET, T.C. SHALL INDICATE TQP OF CURB WHEN STRUCTURE IS A CURB INLET. DONT BLIND •iOLEY MOLEr 1 -800- 382 -5544 CALL TOLL FREE 0 00 CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 WOOLPERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317.291,5805 .. O bi N o \ a� p o ° LO 0 A *- LUO) O n v LU Q I O l � ry V U E G =L Z f-TT , \ �b ,; \ U F- 47 LU � � 7- U Z C, < c=j i tom► , / tb \� k _.-- -- 1 , t �' 85 T.C. 82. T.Ce -8-81-.337 ....• ,!r ....•/�"' err �_ - ,...r- �� \ `-- -"' ' ..r.. « -�"'r� + ,1.' f I I s•. ms + i "r r f �, ter, w• ? w w •• ° ••�i fr.,r'� ••' - - - -- .w - r - -� i �"�•�� .ice r r r r r r r r r r r r r r r r r r r r r r r r r� r r r r ,rw r• r w r� r a es M• f �• T.C. 883.00 �• ...-f r'� / / __ . - +_ -- - _- - -- -- _ - --- -- --------------------------- _______ -�__ -= ' /' rte, � ' // / / •� w A '� P r ..r � f ` �� i ��J' X885.70 1 k,�. /_ a - 10 00 T.C. 8B4.1 -7 / ` -, / � k �e�r -�'� so mo ,�}p,��b��j�� -yl �I .,/'� // t. ,sus •• 8 ,., ..•- -..�- �,J � ML ESIGN I� f '1 7 �}1 '� / / r .- .- r _ w .... r ... .�.. .- 41• k" \ ,,,, .,,. ,....� ,n .r -- �,. _•--• tv w .s •• v v �. w m rr ` i �� s .w r~ l .� 1 lo j• • -„ / ,i � � I -, ' '� I •r' / •� I t,`ll .® i'.•i� ` �.' ` r' v +� A r yn °• r' ,. IS -1' ` _J * , ` ` \ vs ql CJPN 88Z 882 - - - - - `ACS I I ,'Y . w I f . r r .r �� - .� _-. .�-. _.... ..- -�. -. .�- - - - - - -- -. 4� t� \�/ /ter / O' �r I / - -T -- - ---- .-- . -_.. -- M f' ° �• _ " - r - ` ' " 886. - - - 86.6Q _-�.. __......_......._ ._.._......_ ..... ,.• -'�' -' -- 88610 r --- -_ -- ---� ----------- -.... -- - `.- .. R -r-- 885 70 /�� ------ �,---------- - - - - -- (/ ,, r J I r •?� ,f ` `� ,�� 8 ll ' - 'l. 8 c � � _ - - - �'_ _ - ��. .- - - - - G / r r ; /�\A1 �. 85.45 y �•�-` --- - ......_. _. _ . `= •� E E.G .+1 eI ° / _ 7.60 X �� 884.95 ^___---- - - ---- _ _ , �•� ' d - �� _ 88 ' �' - - -- _- -_--__ 8 6.20 ,�`t .,�� M.E. - - - - -- '` / 885,70 -- �e. r --886..25- / _ 5►fo VP \ R 00 ---w 88575 885 r 5 J50 _ �i� / �• . ' �' ` �� _ _ 885.90 886 2 ` � RO '....._ 885.40 885,75 886. rn wo 885 5 °-'N 87.30 � r , % ,' � ^ o 88 .1 � z r� �; CS) , O / 86.60 �`b - , 886.35 s f - Ir I I �-Y T. 83.5 886.1 /' 885,$5 - - - /' ° II 11 T. C. 883.50 889 r . I I i i I FUTURE G I I 99TH ST, AND NORTH MI C N RD, r I 1 00,005± SF I F.F.E. 887.50 ' I i 890 i t r i t 889 t f .E.G. +0,5 p .. j f <;► t. M.E.G. UE I' I f I � - T.C. 8660 7 � 6" WTR A T.C. 885.40 r L53J rh c t EXISTING HOME DEPOT F.F.E. 887.50 II II LOADING ZONE _ - -- 887 -- - --- -- (I --- -- - - -- - II �� -- - �� ,E,G, +0,5 II 11 M.E.G. 7M._ _ 886.90 886.40 ° M.E.G. am 00*0 � II II -to ILI' -00 85,18 � I 84. -- - - - II II s� a I S4.os 7° 84, 56 M,E,G, -1 7 ED 0 �0 I-GO zII ZII I I I 85• a T.C. 884.90 �y� .E1D• .5 F- -•-� T �C 884.90 M,E,G L L I�� Ae F -7f T.C. 885.40 f5--I T.C. 885.40 J 6" WTR 8 t WTR- LEGEND EXISTING t, X 0 0 0 e �EX� L I - (E0 -SD- - SAN - - FM - -WTR-- ®PIV T 0 -UE- 0 0 -UT - - O FT P1 L!JJ 0 D 50 100 150 GRAPHIC SCALE IN FEET CONTOUR LINE SPOT ELEVATION MATCH EXISTING GRADE STORM CURB INLET STORM INLET STORM MANHOLE SANITARY MANHOLE SANITARY CLEANOUT STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER STORM SEWER SANITARY SEWER SANITARY SEWER FORCE MAIN WATER LINE FIRE HYDRANT WATER MANHOLE POST INDICATOR VALVE WATER METER PIT STORZ CONNECTION WATER VALVE GAS GAS M ETER GAS REGULATOR GAS UTILITY MARKER GAS VALVE UNDERGROUND ELECTRIC ELECTRIC MANHOLE ELECTRIC TRANSFORMER UNDERGROUND TELEPHONE TELEPHONE MANHOLE TELEPHONE PEDESTAL GROUND LIGHT LIGHT POLE MAIL BOX BOLLARD DISABLED PARKING SIGN SIGN GUARDRAIL GRADING (VOTES nnnnnc-+rn ?49 753.00 OR 753.00 752.50 M.E.G. 0 13 0 0 100 W�J PIV c; UE v UT T 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS, PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT, 2, PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3, ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4, THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM, 5, THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE, 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 8, T.C. SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE WHEN STRUCTURE IS NOT A CURB INLET, T.C. SHALL INDICATE TQP OF CURB WHEN STRUCTURE IS A CURB INLET. DONT BLIND •iOLEY MOLEr 1 -800- 382 -5544 CALL TOLL FREE 0 00 CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 WOOLPERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317.291,5805 .. O bi N o \ a� p o ° LO 0 A *- LUO) O n v Certified• nJtic►itrfr�� K0,6' /No. r 19011 r • _ STATE OF Ct,� •` /V A C� Drawing Number. C300 4 of 12 Sheets Duke Realty Job Numb: DW-Jobil A/E Job Number: 065546 LU Q � O ry � =L Z 0 LU � � 7- U Z Am < c=j O � ry 0 0 J AMAMIL � z g � ry co Certified• nJtic►itrfr�� K0,6' /No. r 19011 r • _ STATE OF Ct,� •` /V A C� Drawing Number. C300 4 of 12 Sheets Duke Realty Job Numb: DW-Jobil A/E Job Number: 065546 Q Ln d- . N r� O O N ctrl Q I 0 Ln LO Q) cfl •-, ,^ 0 O U d- w co .^ V) 0 _0 -� M W LD Ln 0 X w D a� L E Q Ln 0 U E r�i -0 .0 U Q0 �o� N 0 -�-' � lL N Q O I co U 0 � ..�Ln 0 CO E-0 0 � � z m N . sJ _0 � O O O LL � cl) D 0 (n > w 0 0 001 1 y 1 �85� T.C. 82. // t INV. T. C- -88 1 331-'" _T _ ` ,,� -•'' J - ' ' �� r ' - - - I 874.72 �. _... _ := r,,,,. ---- • r' l ,�� f• _ SD -'s -�_s T.C. 882.20 INV. 879.74 95 ' r .� - , - '° T.C. 883.00 r _----------- - -- -- - - - m -== == = = -= _ INV. 875.18 70 i s 1 T, C. �G =�� "�� -�� CONSTRUCTION ' Qz T.C. 884.17 � �,f `� i Q "'� 101 INV. SE 870.71 / .f%`�� ' Q Q < ° - -- - - r - INV. NW 870.61 / .�' fi - f- $ T� _8710 LIMITS r �"� err I .� 4 "- .�- � '� � � �_ �. + +• v, \ / INS- 1 11 NSA � �, -" � �• , / r - � ;�_ ° � � ` :,,•�''- .. � � _ _ _ _ _ _ _ 883 wwwI +..�- - •---- _--- _--- - - ---r - 1 -- - -•-_. .. -. - - - _ - Z 881 1L� __.� �., roe,_ -------- - - - -�- 871.8 4 - , I N . .� ._.. _._. _...._...._ _._.._.. _ _ / Q NW 72.80 � ��. �- r r ��. •.�� .��. �� ...r �.r .-.. ww. war., 2=�. i '� aC r l i % �' / / ' " "✓ r r. r f r - .....� r,r.. .�.r .....r ....• r ..r ""'.� \ \ ` - - .- r /� , • !~ _� 1 `,- / r i / ,, r •/ s Go - ...+ 885 C 884.70 0 1-01 - - - ......... O LL) OCAO)N ,� 0'0 N, P le JA J000W00� (� / z .M u u u 0 Z �' / II I T. 3. , � .� �L- 87 .58 f ' .98 , � ,, '� �. -' � , � � ` 887 I I � , - - A � __ _ - II 00b `` - - ------ - - - - -^ - _ -- _ - - -- - --.---------------- El 11 b\ V � I ❑'Iii I❑ 0 Vial Y ' � 1 � 8 9.30 �\ 7 T.C. INV. &W 877.28 INV. N 884.76 A T. 889.08 01 N f\ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i -___-_--__---_---__-_------ EXISTING HOME DEPOT F.F.E. 887,50 CONSTRUCTION LIMITS II � II - -- 887 - - - - - -- I� ------------------ - - - - - - -- Q i II II - - - --- 1 II i❑ I I ® II � I ❑ II I I ❑ - I =� II `, \ W ❑ / CONSTRUCTION 51-1 T.C. 885.40 X50 T.C. 885.40 LIMITS L J INV. N &S 880.23 L J ENV. 879.80 INV. E 880.58 i 0 50 100 150 FzR_ �f !S GRAPHIC SCALE IN FEET LEGEND SILT FENCE 1. INLET PROTECTION CONSTRUCTION LIMITS r=co ©co ©o EROSION CONTROL BLANKET 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ONSITE SWPPP, COORDINATE TEMPORARY PROPOSED 888 C� GROUND ELEVATION 0000- C) O)N -� M to ui � 1�^-- °00`r'00- rnrnNW� K) d' 00 't PERMANENT SEEDING V ❑ CID Liao00co Z II II II POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE. INCLUDE A COPY OF THE N01 AND THE CONTACT INFORMATION FOR THE PERSON RESPOSIBLE FOR IMPLEMENTING THE JcoCID Z coDo 11 11 if HOURS OF A REQUEST, 5, o:�:wz Oz`''�Z La 6. INSPECT EXISTING FUELING AREA, PORT -A -LET, SOLID WASTE BIN, CONCRETE WASHOUT FACILITY AND STAGING AREA AND REPAIR AS NECESSARY, ❑ oZ�W Ld Z Z Z z 8, W Z Z Z 9. PLACE INLET AND OUTLET PROTECTION. INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INLET IS FUNCTIONAL. 10. INSTALL UTILITIES. 11. a SITE 12, STONE PARKING LOT, 13. i 14, FINAL GRADING, 15, PLACE SOD AND LANDSCAPING, AND REVIEW FINAL STABILIZATION, 16. PLACE SURFACE ASPHALT COURSE. 17, REMOVE SILT FENCE, AND INLET PROTECTION AFTER ALL AREAS ARE STABILIZED, 18, ONCE THE CONSTRUCTION ACTIVITY IS COMPLETED (BY RULE LANGUAGE, WHEN FINAL STABILIZATION HAS OCCURRED), A COMPLETED RULE 5 NOTICE OF TERMINATION (NOT) FORM MUST BE SUBMITTED TO THE LOCAL SWCD OFFICE IN THE COUNTY WHERE THE CONSTRUCTION ACTIVITY WILL TAKE PLACE AND CITY OF CARMEL FOR VERIFICATION. ' ❑ X57-1 T.C. 884.90 INV. 880.79 f 56� T.C. 884.90 INV. 880.63 L>� CONSTRUCTION 51-1 T.C. 885.40 X50 T.C. 885.40 LIMITS L J INV. N &S 880.23 L J ENV. 879.80 INV. E 880.58 i 0 50 100 150 FzR_ �f !S GRAPHIC SCALE IN FEET LEGEND SILT FENCE 1. INLET PROTECTION CONSTRUCTION LIMITS r=co ©co ©o EROSION CONTROL BLANKET 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ONSITE SWPPP, COORDINATE TEMPORARY PROPOSED 888 C� GROUND ELEVATION 3. TEMPORARY SEEDING O PERMANENT SEEDING V "NO -MOW" BLUEGRASS C d SODLS MAP NO SCALE GENERAL NOTES 1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 2. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER, CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION, 3, THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE CONSTRUCTION SITE, ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS AND SPECIFICATIONS INCLUDED HEREIN, 4, ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. 5, ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE HAMILTON COUNTY SURVEYORS OFFICE OR HAMILTON COUNTY SOIL AND WATER INSPECTOR, SEEDBED PREPARATION FOR PERMANENT SEEDING: 1, TEST SOIL TO DETERMIN pH AND NUTRIENT LEVELS. (CONTACT Y(UR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR A:SISTANCE AND ADDITIONAL SOILS INFORMATION) 2. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. 3, FERTILIZE AS RECOMMENDED BY THE SOIL TEST, IF TESTING WAS NCT DONE, CONSIDER APPLYING 400 -600 LBS JACRE OF 12 -12 -12 AMLYSIS, OR EQUIVALENT, FERTILIZER, 4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND UME INTO THE SOIL 2 -4 INCHES DEEP WITH A DISC OR RAKE OPERATED ACROSS THE SLOPE, ALL AREAS THAT ARE LEFT UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH, CONSTRUCTION SEQUENCE 1. SUBMIT NOTICE OF INTENT (NO11) LETTER TO IDEM A MINIMUM OF 48 HOURS PRIOR TO INITIATION OF LAND DISTURBING ACTIVITIES, SUBMIT A STORMWATER MANAGEMENT PERMIT TO THE CITY OF CARMEL. A PROOF OF PUBLICATION IN A NEWSPAPER OF GENERAL CIRCULATION IN THE PROJECT SITE AREA WILL BE INCLUDED WITH THE N01 LETTER SUBMITTAL. 2. DESIGNATE THE PERSON RESPONSIBLE FOR COMPLYING WITH THE ONSITE SWPPP, COORDINATE RESPONSIBILITY FOR COMPLETING THE SITE REVIEWS AFTER EACH 1/2" RAINFALL AND/OR A MINIMUM / OF ONE TIME A WEEK. 3. NOTIFY JAY DAVIS, RULE 5 COORDINATOR, AT (317) 233 -1864 OR JDAVIS ®DEM.STATE,IN.US AND TH E CITY OF CARMEL (317) 571 -2441 WITHIN 48 HOURS OF STARTING CO PRECONSTRUCTION MEETING WITH CITY OF CARMEL A CONSTRUCTION SCHEDULE A AFTER THE PERIMETER PRACTICES INSTALLED, HAVE BEEN 4. POST THE CONTACT INFORMATION AT THE CONSTRUCTION ENTRANCE. INCLUDE A COPY OF THE N01 AND THE CONTACT INFORMATION FOR THE PERSON RESPOSIBLE FOR IMPLEMENTING THE SWPPP, THE SWPPP SHOULD BE ONSITE AND WEEKLY SITE REPORTS NEED TO BE AVAILABLE WITHIN 48 HOURS OF A REQUEST, 5, INSTALL SILT FENCE AND INLET PROTECTION ON EXISTING INLETS AND CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, 6. INSPECT EXISTING FUELING AREA, PORT -A -LET, SOLID WASTE BIN, CONCRETE WASHOUT FACILITY AND STAGING AREA AND REPAIR AS NECESSARY, 7. ROUGH GRADE SITE AND STOCKPILE SOIL AT FUTURE BUILDING PAD LOCATION, INSTALL SILT FENCE AROUND STOCKPILE 8, INSTALL SANITARY AND STORM SEWERS. 9. PLACE INLET AND OUTLET PROTECTION. INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INLET IS FUNCTIONAL. 10. INSTALL UTILITIES. 11. TEMPORARY OR PERMANENT SEED ALL DISTURBED ARUS. SITE 12, STONE PARKING LOT, 13. PLACE PARKING LOT BINDER COURSE, 14, FINAL GRADING, 15, PLACE SOD AND LANDSCAPING, AND REVIEW FINAL STABILIZATION, 16. PLACE SURFACE ASPHALT COURSE. 17, REMOVE SILT FENCE, AND INLET PROTECTION AFTER ALL AREAS ARE STABILIZED, 18, ONCE THE CONSTRUCTION ACTIVITY IS COMPLETED (BY RULE LANGUAGE, WHEN FINAL STABILIZATION HAS OCCURRED), A COMPLETED RULE 5 NOTICE OF TERMINATION (NOT) FORM MUST BE SUBMITTED TO THE LOCAL SWCD OFFICE IN THE COUNTY WHERE THE CONSTRUCTION ACTIVITY WILL TAKE PLACE AND CITY OF CARMEL FOR VERIFICATION. i 4 50 100 150 GRAPHIC SCALE IN FEET F U E L \(DOUBLE WALL) CONSTRUCTION DUMPSTER PORT -A -LET CONSTRUCTION STAGING, ;AREA ;ON EXISTING, HALT IIIIIIIIIIIIIIIIIIIIIIIIIIII, illillillilljllllllllIIIIIIIIIIIIIIIIIIIIII SD SD ,.C. ee7. ram ._.'_ -SD- iNV. 883. L d - - - -- C 04\C RETE- -WAS-H -MJT_ AREA f ACTOR SHALL POST NOTICE _. ....ENT ON CONSTRUCTION TRAILER IN THIS LOCATION. STAGING AREA DON7 DIG �LIR1D 'HOLEY MOLEr 1- 800 -382 -5544 CALL. TOLL FREE 000 CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 II EROSION CONTROL NOTES Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON THIS SHEET A2 11 x 17 INCH PLAT IS INCLUDED WITH THE SUBMITTAL. A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF A 280,200 SQUARE FOOT PARKING LOT, ENTRANCE DRIVE, SIDEWALKS, STORM AND SANITARY SEWERS, AND OTHER SITE RELATED UTILITIES, A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET, A5 LEGAL DESCRIPTION: 39'5556" No 86' 13'48 "W (NAD83) A PART OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA. A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN, A7 HYDROLOGIC UNIT CODE: 05120201090070 A8 THE EXISTING WETLANDS ADJACENT TO THE SITE WILL NOT BE DISTURBED BY THIS PROJECT, A9 STORMWATER WILL DISCHARGE INTO AN EXISTING DITCH THAT FLOWS TO CROOKED CREEK, A10 ALL WETLANDS, LAKES, AND WATER COURSES ON AND ADJACENT TO THE SITE ARE SHOWN AND LABELED ON THE PLAN, A11 THE ULTIMATE RECEIVING WATER IS CROOKED CREEK, Al2 THERE ARE NO AREAS ON SITE WHERE STORMWATER MAY POTENTIALLY ENTER GROUNDWATER, A13 THERE ARE NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE. A14 PRE - CONSTRUCTION PEAK DISCHARGE: 172 CFS (10 -YEAR) POST - CONSTRUCTION PEAK DISCHARGE: 40.21 CFS (10 -YEAR) DETENTION IS PROVIDED ON -SITE THROUGH 5 INTERCONNECTING PONDS, A15 ADJACENT LAND USES: NORTH: COMMERCIAL SOUTH: RESIDENTIAL EAST, RESIDENTIAL WEST, COMMERCIAL A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW, A17 VEGETATIVE COVER IS SHOWN IN THE PLAN VIEW, AREAS NOT PAVED ARE GRASS, WEEDS, AND BRUSH, A18 SOILS INFORMATION: Br - BROOKSTON SILTY CLAY LOAM -THIS SOIL IS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSIONAL UPLANDS. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A DEPTH OF 40 TO 60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED SURFACE WATER. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS. WEST CARMEL MARKETPLACE, BEING A RETAIL DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE CURRENT SUBDIVISION CONTROL ORDINANCE, THIS ORDINANCE REQUIRES THAT WE HAVE AN ARTIFICALLY DRAINED SITE AND THAT THE BUILDINGS WITHIN THIS DEVELOPMENT BE WELL ABOVE THE 100YR ELEVATION OF THE PROPOSED DETENTION BASINS AND THEREFORE BE PROTECTED FROM FLOODING. ALL BUILDINGS WILL BE OF LARGE SLAB TYPE CONSTRUCTION, IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED, CrA - CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES -THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS, IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY, IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT, THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES, THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY, A19 ALL PROPOSED STORMWATER SYSTEMS ARE SHOWN IN THE PLAN VIEW, DETAILED INFORMATION CAN BE FOUND ON THE UTILITY PLAN, A20 THERE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH THIS PROJECT, A21 SOIL STOCKPILES ARE SHOWN ON THE EROSION CONTROL PLAN, C301, A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW. A23 PROPOSED CONTOURS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE PATTERNS. Q BI POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES d- INCLUDE CONCRETE WASTE WATER, TRASH, FOSSIL FUELS, OIL, GREASE, PAINT, EXPOSURE OF THESE POLLUTANTS TO STORM WATER RUNOFF LO SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND PORT -A -LET PLACEMENT IN DESIGNED AREAS AS SHOWN ON SHEET C301. B2 CONSTRUCTION SEQUENCE: SEE EROSION CONTROL PLAN, C301. O MONITORING & MAINTENANCE GUIDLINES SEE THIS SHEET. B3- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN N B9 THE PLAN VIEW, SEE THE DETAILS ON THIS H FOR IN SHEET OR THE cD CONSTRUCTION SPECIFICATIONS OF EACH MEASURE. N B10- THE WET DETENTION PONDS ACT AS A STORM WATER CONTROL 0 STRUCTURE PROVIDING BOTH RETENTION AND TREATMENT OF : CONTAMINATED STORM WATER RUNOFF. THE POND CONSISTS OF A PERMANENT POOL OF WATER INTO WHICH STORM WATER RUNOFF IS DIRECTED, RUNOFF FROM EACH RAIN EVENT IS DETAINED AND TREATED IN THE POND UNTIL IT IS DISPLACED BY RUNOFF FROM THE NEXT STORM, BY CAPTURING AND RETAINING n RUNOFF DURING STORM EVENTS, WET DETENTION PONDS CONTROL BOTH STORM WATER QUANTITY AND QUALITY, THE '�. POND'S NATURAL PHYSICAL, BIOLOGICAL, AND CHEMICAL -� PROCESSES THEN WORK TO REMOVE POLLUTANTS. SEDIMENTATION U PROCESSES REMOVE PARTICULATES, ORGANIC MATTER, AND METALS, WHILE DISSOLVED METALS AND NUTRIENTS ARE REMOVED THROUGH BIOLOGICAL UPTAKE. O B 11 SEE SEEDING SCHEDULE DETAIL. 0 B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE .. DETAILS. m B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL +, POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL T IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW: EMERGENCY RESPONSE 911 CARMEL FIRE DEPARTMENT (317)571 -2600 cp o CARMEL POLICE DEPARTMENT (317)571 -2545 0 INDIANA DEPARTMENT OF NATURAL RESOURCES -° 0 (812)477 -8773 _ INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT co (317)233 -7745 CD IE Ln HAMILTON COUNTY SOIL AND WATER(317)773 -2181 � Q Ln DUKE CONSTRUCTION, L.P. (317)808 -6000 Ln CONSTRUCTION EQUIPMENT cn ff) -0 A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS L_ T- -0 INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE X 0 DONE IN ONE LOCATION, AS DESIGNATED ON SHEETS C304, SO CD U THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION w ,o WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN U) p U) OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL 0, cv 0 BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA, 0 , :� THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED E N L- FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF - "*� < A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY Lun-) REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE 1 DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD U o du SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL +, SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF LO IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED 0 cD IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. E -0 V B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE Z CO 0 REMOVED FROM THE EQUIPMENT R 0 THE POSSIBILITY OF FLUID 0 SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A o 0 FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE I- > a TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE > c 0 0 CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER, C, ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER, EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS, EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND /OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL, UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED, B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL, PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C, ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES, THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS, THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE PLANS, E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION, WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED AREA AS SHOWN ON SHEET C301, THIS AREA IS A 4' HIGH, 10' DIAMETER DOUGHNUT TYPE MULCH BERM WHICH SHALL BE CONSTRUCTED OVER A GEOTEXTILE FABRIC, THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER MANNER. 4, PAINT PRODUCTS A, ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER BY WHICr I THE MANUFACTURER SUGGESTS, UNDER NO CIRC' MSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER, THE CARMEL FIRE DEPARTMENT (317- 571 -2600) SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED, B14 SEE EROSION CONTROL INSTALLATION DETAIL, B15 NOT APPLICABLE, Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST - DEVELOPMENT, OIL, GREASE, ANTIFREEZE, GASOLINE, ETC, MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE MAJORITY OF THIS PROJECT SITE BEING USED FOR TEMPORARY CUSTOMER PARKING, THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WILL BE LITTER AND TRASH DUMPED BY VISITORS TO THE RETAIL STORES, C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS, FINAL STABILIZATION OF THE SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT PAVEMENT, ALL EROSION CONTROL MEASURES WILL REMAIN UNTIL FINAL STABILIZATION HAS OCCURED. C3 DUKE HAS A PRACTICE OF MAINTAINING ALL PARKING AREAS ON A WEEKLY BASIS, THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER DURING CART RETRIEVAL EFFORTS. ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS, MINIMAL FERTILIZER APPLICATIONS WILL OCCUR TO THE GREEN SPACES, IN ADDITION, DUE TO REDUCED CAPACITIES OF THE DOWNSTREAM SYSTEM, THE DETENTION POND SYSTEM HAS BEEN DESIGNED TO RELEASE NO MORE THAN 0,25 CFS /AC OF PROJECT AREA, WHICH IS GREATER THAN WHAT IS TYPICALLY REQUIRED IN HAMILTON COUNTY. THIS WILL PROVIDE EXTENDED DETENTION TIMES, INCREASING THE POTENTIAL FOR SEDIMENTS TO FILTER OUT WITHIN THE PONDS, FINALLY, "NO -MOW" BLUEGRASS WILL BE INSTALLED ALONG THE BANKS OF THE PONDS AND WATER - QUALITY SWALE, DUKE'S WETLANDS CONSULTANT HAS INDICATED THAT THIS TYPE OF GRASS HAS A RELATIVELY LARGE SURFACE AREA WHICH WILL PROVIDE FILTRATION OF SEDIMENTS WITHIN THE POND LIMITS. OWNER CONTACT; RANDY BURKE DUKE CONSTRUCTION L,P, 600 EAST 96TH ST., SUITE 100 INDIANAPOLIS, IN 46240 PHONE; 317,808,6000 C4 THE POST - CONSTRUCTION BMP FOR OVERALL STORMWATER WILL CONSIST OF EXTENDED DETENTION WITHIN THE PONDS ALONG WITH ADDITIONAL WETLANDS PLANTINGS WITHIN THE EXISTING WETLANDS AREAS. NO POST CONSTRUCTION STORMWATER QUALITY MEASURES ARE PROPOSED BEYOND PERMANENT SEEDING OF AFFECTED AREAS AND ON -GOING MAINTENANCE OF THE ENTIRE PROJECT AREA, C5 MAINTENANCE OF ALL STORMWATER POLLUTION PREVENTION MEASURES WILL BE THE RESPONSIBILITY OF THE PROJECT OWNER, DUKE CONSTRUCTION, UTILIZING PROCEDURES OUTLINED ON THESE PLANS, THE MAINTENANCE GUIDELINES CONSIST MOSTLY OF GOOD HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON AS POSSIBLE, TRASH OR LITTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND DOWNSTREAM WATERWAYS. EROSION OF THE DETENTION POND BANKS SHOULD BE ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FILLING THE ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY SODDING. THE SAME MEASURE SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR SWALES, THE PONDS SHOULD ALSO BE MONITORED FOR SEDIMENT. IF THE BOTTOM OF THE PONDS RECEIVE SIGNIFICANT SEDIMENT (LESS THAN 4 FEET DEEP), THE SEDIMENT SHOULD BE RFMOVFD AND REPLACED ONSITE, AN ENGINEER SHOULD BE CONTACTED TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS. PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS, ANY LARGE QUANTITIES OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE FLUID, ETC. FOUND ON THE PAVEMENT SHOULD BE REPORTED TO THE OWNER, THE OWNER SHOULD CLEAN THE POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE. FINALLY, PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS, IF POST - CONSTRUCTION EROSION IS OCCURRING, THE SOURCE SHOULD BE RE- STABILIZED AS SOON AS POSSIBLE BY SEEDING, SODDING OR MULCHING. a Q 0? 0 w d. 0 .../ 0 a GROUND LINE STABILIZATION PRACTICE: JAN. FEB, MAR, APR. MAY JUNE JULY AUG. SEPT, OCT, NOV. DEC, PERMANENT q 0 / /// I / /// ©--- 0 / I / Illo. SEEDING TEMPORARY B D C SEEDING 0 /// I /// © -� E MULCHING A = KENTUCKY BLUEGRASS 40%, TURF TYPE TALL FESCUE 40%, ANNUAL RYE GRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS, PER 1000 SQ,FT, B = SPRING OATS 3 BUSHEL PER ACRE C = WHEAT OR RYE 2 BUSHEL PER ACRE D = ANNUAL RYE GRASS (1 LB, PER 1000 SO, FT) E = STRAW MULCH (90 LBS, PER 1000 SQ.FT.) 0 /1 / 0 IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER, 00 IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTIUZER APPLIED 400 -600 LIDS. PER ACRE OR AS SPECIFIED, SEEDING SCHEDULE NO SCALE SLOPE CHECK NON -WOVEN ,_/ FILTER FABRIC EXTENDS INTO TRENCH DITCH CHECK POST :> Fa°Ne�c ovor F .ow `SOILING EROSION CONTROL MEASURE bUWNiENANCE INSTALLATION SEQUENCE 8" X 6" TRENCH ��H M OF SILT FENCE DETAIL NO SCALE No 125' 25' @ 1% ® 2% NOTE; PROFILE 1. STONE SIZE SHALL CONFORM TO ASTM D48 SIZE #1 (1 1/2" TO 3 1/2" DIA.), 2. PERIODIC 2" STONE TOP DRESSING &WASHING AS REQUESTED BY COUNN /CITY, TEMPORARY CONSTRUCTION E 6�TRAV`l'mnCE DETAIL NO SCALE Q Q z A JOINING FENCES WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS, 325 300 275 250 225 -m 200 z LL, 175 w 150 0 125 100 75 50 25 FT, CONSTRUCT DIVERSIONARY DITCHES IF STOCKPILE RESTRICTS UPSTREAM DRAINAGE F1 ^ "' SLOPE CHE( SILT FENCE `DITCH CHECKS REQUIRED EVERY 400' l STOCKPILE EROSION C NO SCALE GENERAL STAPLE RECOMMENDATIONS r 6' 3' x X--A- 3 11 oo x A B x x x 1 STAPLE PER SQ, YD, 1 1/2 STAPLE PER SQ. YD. w w N N d' x x x x x 20i-.— x x x x ol 3' x x x x x 4 :1 3:1 2:1 1 :1 LOW FLOW MED / HIGH FLOW CHANNEL CHANNEL AND x x x x SLOPE GRADIENT SHORELINE NOTE; 2 STAPLE PER SQ. YD, 3 1/2 STAPLE PER SQ, YD, 1, CHANNEL LINING UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. 2, STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS, STAPLE PATTERNS MAY VERY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL, 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT I G ETAI L NO SCALE EROSION CONTROL MONITORING MAINTENANCE GUIDELINES EROSION CONTROL MEASURE bUWNiENANCE INSTALLATION SEQUENCE STONE ENTRANCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND PRIOR TO CLEARING AND GRADING SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID PRIOR TO CLEARING AND GRADING UNDERMINING DURING CLEANOUT WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING INSPECT PERIODICALLY TO VERITY ADEQUATE ESTABLISHMENT OF EXISTING INLET PROTECTION t VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORK EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FAIT. SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WffH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE i kr - STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FlNISH GRADING OF EACH AREA =r 3' x X--A- 3 11 oo x A B x x x 1 STAPLE PER SQ, YD, 1 1/2 STAPLE PER SQ. YD. w w N N d' x x x x x 20i-.— x x x x ol 3' x x x x x 4 :1 3:1 2:1 1 :1 LOW FLOW MED / HIGH FLOW CHANNEL CHANNEL AND x x x x SLOPE GRADIENT SHORELINE NOTE; 2 STAPLE PER SQ. YD, 3 1/2 STAPLE PER SQ, YD, 1, CHANNEL LINING UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. 2, STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS, STAPLE PATTERNS MAY VERY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL, 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT I G ETAI L NO SCALE EROSION CONTROL MONITORING MAINTENANCE GUIDELINES EROSION CONTROL MEASURE bUWNiENANCE INSTALLATION SEQUENCE STONE ENTRANCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND PRIOR TO CLEARING AND GRADING SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID PRIOR TO CLEARING AND GRADING UNDERMINING DURING CLEANOUT WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING INSPECT PERIODICALLY TO VERITY ADEQUATE ESTABLISHMENT OF EXISTING INLET PROTECTION TREE PROTECTION VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORK EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FAIT. SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WffH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FlNISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND/OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; qFrER FINISH GRADING INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, S00 &LANDSCAPE UNITS AROUND UNS FINISHED KEEP SOD MOIST UNTIL FULLY WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL q(tEq$ DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A REMOVAL OF SILT FENCE TN/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 12" CURB INLET GRAVEL FILTER* o 0 WIRE MESH SEDIMENT LADEN RUNOFF vl O, / �•.�• �/� tt , r� �1 I J. .tr r t t I e',r �r�.+ 'i / \,`•;`,� �' f : v ' ,rr. �' � t .; f �, r'e .r 'ti, `�, t � �, r ' r 1 t•. FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS, C�RAV�L CURU IIVLEi SEDIMENT FILTER NO SCALE DANDY BAG @ II INSTALLATION AND MAINTENANCE: GUIDELINES INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN, IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG ® II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT, AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG 011, IF THE CONTAINMENT AREA IS MORE THAN 113 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED, TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE, IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION, GRATE OOOOQ�0000 OODO�sc�O„c�0 c ►r5 DANDY BAG @11 DANDY BAG 0 11 STANDARD FABRIC IS AN ORANGE WOVEN MCNCFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS ' BAG II OR APPROVED EQUAL INLET PROTECTION NO SCALE EROSION CONTROL BLANKET REQ'0. NORTH AMERICAN GREEN SC150 OR EQUAL NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED BLANKET TO BE STAPLED IN PLACE PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE 15'- WITH STAPLES AT 2 PER SQUARE YARD. PROPOSED TYPE AND USE. SC -150 - 7 0-0 � EDGE OF BLANKET SHALL. EDGE OF BLANKET SHALL BE ANCHORED IN A 6" DEEP � �- X 6" WIDE TRENCH. BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH, 4:1 MAXIMUM SLOPE PROPOSED DITCH VARIES EDGE OF BLANKET SHALL BE ANCHORED IN A 12" DEEP X 6" WISE TRENCH, TYPICAL EROSION CONTROL BLANKET NO SCALE D 00 ke CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 848 -6000 Fax: 317 808 -6797 N N CO 0 0 N cfl N 0 0 _0 .�' a � I U w LO 0 In L_ CD � J � .. � m 0 I -0 co a) LO o In 0 -0 0 (D ,q- � In LO Q In LO co CD C:) .. •• U l+- 00 N -0 Q) L -0 X 0 w (D •• (D V) U) 0 cn 4) N Q) N � Q c Ln CD I d- O �n In a� 0 CO E 0 Z m U w -0 0 O O 0 a- � cf) o 0 cn > rn .. I __j U a/l � / SANITARY SEWER NOTES � �85' T•C. 882.00 0 INV. 874.25 1. STANDARD SPECIFICATIONS OF THE CLAY WASTE DISTRICT AND 14. THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH A BRACED T.C. 881.33 11-1 -..Now INV. 874.72 (- INDIANA DEPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL PLASTIC DISC OR CAP CAPABLE OF WITHSTANDING A LOW PRESSURE WORK AND MATERIALS, PIPE SHALL BE INSTALLED IN ACCORDANCE AIR TEST WITHOUT LEAKAGE. .000 _ S 196 LF OF 54" RCS 0.24 % - - _ - SD WITH SECTION 715. - - - - - - _ _ _ _ - - 15. BEDDING FOR FLEXIBLE PIPE SHALL BE NO. 8 CRUSHED STONE S SD .- T.C. 882.20 �9 T - ^ r - - - - - - - - _ - 2. SANITARY SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM FROM 6- INCHES BELOW THE PIPE TO 12- INCHES ABOVE THE PIPE. INV. 879.74± I_5 � � � ..••••••"• ° °..._r •• �._. �._. ._- __a..q_..___.._- ___-- ' -_ - -_" _---- ' -_' -_ _--- ,..._1 ,,,_,.,...•.a.. -.-_ T.C. 883.00 �.25i r ` ` - " D -3034 (S.D,R. 35) AND ASTM 2321. PVC PIPE SHALL HAVE BEDDING FOR RIGID PIPE SHALL BE NO. 8 CRUSHED STONE FROM INV. 875.18 2 „ R i ,. r•� "�" FUTURE wAT R 10 T.C. 88 7 GROOVED BELL AND GASKET, THE PIPE SHALL BE MADE OF PVC 6- INCHES BELOW THE PIPE TO THE SPRING LINE OF THE PIPE AND E INV. NW 878,96 PLASTIC HAVING A CELL CLASSIFICATION OF 124546. FROM THIS POINT TO 12- INCHES ABOVE SHALL BE FILL SAND OR T.C. 884.17 r �F i % �S r I f °- �' - SERVICE EX. INV. SE 875.71 r EQUIVALENT, MANHOLES SHALL BE PLACED ON NO LESS THAN INV. SE 870.71 1 i ' ;� = = = __ 39 PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF 6- INCHES OF NO. 8 CRUSHED STONE BEDDING. INV. NW 870.61 S ¢ , - T 887.1 0 - r ^ - - y - _ ^ _ ASTM D- 3034 -89 SPECIFICATION. FITTINGS IN SIZES THROUGH 8 8 INV. NW 879.00 _ - - - - ^�'n - �S , ` p : p „ „ d _ _ + _ _ _ _ .. _ _ _ _ ...� ; :. - - SHALL BE MOLDED IN ONE PIECE WITH ELASTOMERIC JOINTS AND 16. WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ; :: = = " "" _ _ - - - - - - - - -T- �'� ACCORDANCE WITH 327 IAC 3 -6 -9. �_ _ _ �� - _ _ „ - _ �� . MINIMUM SOCKET DEPTHS AS SPECIFIED IN SECTIONS 6.2 AND 7.3.2. M \N� -LF - PVC o: 1, C,O ••; _ _ .. - - - - - - -�j _, - FITTINGS 10 AND LARGER SHALL BE MOLDED OR FABRICATED IN ACCORDANCE WITH SECTION 7.11 WITH MANUFACTURERS STANDARD 17• TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO 8 �, =' FUTURE _ _ 9 : - -�N �� REVEAL OBSTRUCTION AND SHALL BE PROPERLY PROTECTED TRANSFORMER _ _ a a M "f _ _ _ - - SP PIPE BELLS AND GASKETS. WALL THICKNESS OF FITTINGS SHALL BE ; f , , _ _ �- 3 -t1= c- 6� --�v� - 0 -7o-(F ------ ' _ 10 LF OF 8" PVC FOR © SDR 26 AS DEFINED IN SECTION 7,4,1 OF THE SPECIFICATIONS, AND /OR BARRICADED WHEN LEFT UNATTENDED. " SURE WATER ' ' � � - ' '- _ - � ' � r � � ' � � FUTUR BLDG. CONNECTION) ` �5% FUTURE MAIN GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A RVICE r ' ,' , . " f r A% /C. 882.50 02 74 6" PVC 103 C. 882.50 EXTEN�TOI�t- -IN872 94 MINIMUM CROSS- SECTIONAL AREA OF 0,20 SQUARE INCHES AND 18. NO WATER SHALL BE PERMITTED TO FLOW INTO THE SANITARY : ; ; d .� , , ®o.� '''`� INV. 8 PVC VERTI IPE, 1.00 MIN, INV. SE 872.90 (CAP AND SEAL) - SEWER SYSTEM DURING CONSTRUCTION, CONTRACTOR A TR- _ - - _ _ / - - . - $ ��c INV. w 871.84 INV. NW 872.80 CONFORM TO ASTM F -477 SPECIFICATION. FITTINGS SHALL BE SHALL UTILIZE WTR ti� �° // ! , =��` / " F of G / MANUFACTURED BY HARCO OR EQUAL. A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE. PUMP _ DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET IN +► j� % - 5 4 / �' / 158 1F " 30 HDPE 00 14, e - , . -' �- =°P= ! 4, ALL SANITARY MANHOLES SHALL BE "PRECAST CONCRETE" ACCORDANCE WITH STATE AND FEDERAL LAWS AND REGULATIONS - ~ `` (327 IAC `3- - 0 ANY PIP T N G == MAN - 7 7 6 2 E EN ERI G EXISTING SEWERS SHALL - 13 LF F 6 Pvc @ 0.70% FoR 148 LF OF 15" §'I _ HOLES IN ACCORDANCE WITH ASTM C 4 8 AND SECTION 20. ) /c '"�� ( T 884 70 20 LF 12" HDPE 0 -RINGS SHALL CONFORM TO C -443, KENT SEAL OR EQUIVALENT BE PLUGGED WITH SCREW TYPE MECHANICAL, BRACED PLUG UNTIL � � FUTUR BLDG. CONNECTION) g T. RCP V 0,50 AT 3.00q SLOPE PE �, INV. 879,70 W a MN SHALL ALSO BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS SUCH TIME AS ALL TESTS ON THE SEWERS HAVE BEEN COMPLETED / f /,' o o AND CASTINGS MANHOLE STEP SPACING SHALL BE NO MORE THAN AND THE LINES HAVE PASSED ALL PUNCH LISTS. / / INV. 8 .04 (NE) CL AN T = n o _j N u W n INV 87 LF 8' IN • 881. 7 0 - 6 00 � 6 M ® INV 16- INCHES. MANHOLES SHALL BE AIR TESTED FOR LEAKAGE IN ,� LF c 3o" PVC 0.45% FUTURE IRE = Z co co � wn INV ACCORDANCE WITH ASTM C 1244 -93, STANDARD TEST METHOD FOR 19. ALL SEWER LATERALS INSTALLED BY THE MAINLINE CONTRACTOR G RCP o.so% HYDRANT o° Z �� '� _ a INV SHALL BE BED EO THE SAME AS THE MAIN LINE SEWER, FUT E FIRE 71 6 PVC ,� a X V) Z Z oll NEE CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE P RANT 0 1,00% MIN, '� -' 0 , w (VACUUM) TEST, _Y T.C. 83.50 Z Z "� 20. FORTY -EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE CLAY 3 INV 7 84 LF OF 12 � o INV NW 8 . 8 PVC R00FDRAIN �' 101 LF OF 12" (D NI) A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND REGIONAL WASTE DISTRICT PRIOR TO THE START OF SEWER „ 98 0 1,003 (MIN) 90 LF OF 12" PVC ROOFDRAIN � 0 INDICATING DEVICES MUST BE IN ACCORDANCE WITH CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN PRIOR 27 of c CLEANO T PVC RO F 12" N 0 1,00X (MIN) MANUFACTURERS RECOMMENDATIONS N PERFORMANCE TO DOING ANY TESTING ON THE SEWER, U 42 LF OF 6 PVC --- -- II A D Pvc @ 45 INV. s82.o8 @ 1,007o (MIN) _ _ _ _ _ _ _ _ SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE i� 1.009: MlN, _ - - / CLEANOUT TOR 8 � 16 OR 21, MANHOLE CASTINGS SHALL BE STAMPED "SANITARY SEW R" /7- � _ r CLEAN o - 88 .02 MANUFACTURER AND ACCEPTED BY THE ENGINEER, THE VACUUM E (NEENAH INV, 882.50 CAP OpF INV. = 881.75 INV. EQUIPMENT MUST BE CAPABLE OF TESTING THE ENTIRE MANHOLE CASTING R 1642A OR EQUAL AND BE SELF - SEALING TYPE THE I 1[ L OF 48 I 882. 10 T.C. 884.50 p - �r F T DRAT FOR FU C �IRCP © 0.29% r-1 -1 76• INV. SE 870.22 _ _ _ _ _ _ �.. U URE WATERS 12" PVC INCLUDING THE CASTING AND RISER RINGS. CASTING FLANGE SHALL BE 34 INCHES AND THE CLEAR OPENING rn I I I INV. SE 870.2- --_ _ _ -_,�," _�________.__________ - - - - -, METER BU - - - - / JUNCTION 1168 JUNCTION 116A SHALL BE 24 INCHES, WATERPROOF CASTINGS SHALL BE NEENAH I // I �- T.C. 88 r G 6G PLUG 6 FUTURE ELETRICAL I v = B87. .69 NOV. = 882'00 • B. WITH THE VACUUM TESTER SET IN PLACE, R- 1916 -F1 AND STAMPED It SEWER ". / 69 F F 1 r SANITARY FOR FUTURE SERVICE L o 30 ( INV. S 870. , BUILDING CONNECTION 1. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE I /RCP @ 059% , 83LFOF6 "PVC _ I I INV. N 870.00 X. TOR TO 7 VALVE OPEN, 22, THE MINIMUM SLOPE FOR SEWER ACCEPTANCE BY THE CLAY I {I .C. 883.80 156 LF OF 18 1,00 MIN, a TOR = 887.50 TOR = 887.50 FUTURE GAS CLEANOUT Oil INV. = 883.50 INV. = 883.50 2, DRAW A VACUUM OF TEN (10) INCHES OF HG, AND CLOSE TOWNSHIP REGIONAL WASTE DISTRICT ARE, V. E &W 875.67 RCP 0 0.755 METER � RD- {I INV, 882.50 � II INLET TOR = 887.50 THE VALVE. / INV. N 876.59 - I OF 8" ; � T,C. 886.10 FUTURE ELETRICAL „ CAP &PLUG 6" ° INV. 883.65 = 883.65 INV. = 883.50 SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE % r INV. 877.83 SERVICE 46 LF OF 12 SANITARY FOR FUTURE ® C. ACCEPTED STANDARDS FOR LEAKAGE WILL BE ESTABLISHED FROM 8 -INCH 0.407o /I 90 LF OF FUTURE WATER PVC 070 (MIN) AIN BUILDING CONNECTION UII THE ELAPSED TIME FOR A NEGATIVE PRESSURE CHANGE FROM 10 -INCH 0,289 II RCP @ 0.28% r METER � C� 1.(�q% (MIN} � /r , 91 LF OF 18" 50 LF OF 12 PVC FUTURE GAS = 11 TEN (10) INCHES TO NINE (9) INCHES OF MERCURY. THE 12 -INCH 0,229 / I 20 Nv. 884.80 , RCP 0 1.009 0 1.00X (MIN) T.C. 883.50 METER„ MAXIMUM ALLOWABLE LEAKAGE RATE FOR A FOUR (4) FOOT 15 -INCH 0.159 / ' 11 INV. NE 880,50 DIAMETER MANHOLE MUST BE IN ACCORDANCE WITH THE 18 -INCH 0,129 / I { 4� T.C. 885. r FOLLOWING: L � INV. E &W 875.3 , T.C. 886.00 I INV. N W 875 , 6 - 23, THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF a {) INV. S 876.70 , INV. W 880.68 THE SEWER FOR EACH MANHOLE SECTION AS CONSTRUCTION I MINIMUM ELAPSED TIME FOR A LF OF 12" INV. E & N 876.92 P P F PROGRESSES. SUCH MEASUREMENTS SHALL BE CERTIFIED BY A MANHOLE DEPTH PRESSURE CHANGE 0 1 INCH HG I � � RC % ' INLET - ,1 TOR = 887.20 10 FEET OR LESS 60 SECONDS REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON {) I 4fi LF OF 0% 72 LF OF 15 INV. = 884.20 > 10 FEET BUT <15 15 FEET 75 SECONDS SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO MORE CC) RCP ©1.00% , RCP � 0,45 c � I I , > 15 FEET BUT <25 FEET 90 SECONDS THAN THREE MANHOLE SECTIONS CAN BE CONSTRUCTED IN ADVANCE M !I T.C. 884.98 r ,,�� OF SUCH MEASUREMENTS, INV. 881.96 ; FUTURE BUILDING {I I I FOR MANHOLES FIVE (5) FEET IN DIAMETER, ADD AN ADDITIONAL 99TH ST. AND NORTH MICHIGAN RD. EXISTING FIFTEEN (15) SECONDS AND FOR MANHOLES SIX (6) FEET IN 24, IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM 100,005± SF HOME DEPOT DIAMETER ADD AN ADDITIONAL THIRTY (30) SECONDS TO THE SLOPES, THE SEWER SECTION AND ANY OTHER AFFECTED SEWER F.F.E. 887.50 ADD 0 L SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM F.F,E. 887.50 TIME REQUIREMENTS FOR FOUR (4) FOOT DIAMETER MANHOLES, SLOPES, o FOR ALL MANHOLES DEEPER THAN TWENTY -FIVE (25) FEET, THE 11 J I I ENGINEER WILL DETERMINE THE APPLICABLE MINIMUM ELAPSED 25. LATERALS ARE TO BE TRACED WITH A MINIMUM SIZE OF 14 GAUGE T C. .00 TIME. WIRE FROM THE WYE TO THE TERMINUS. THE CONTRACTOR FOR C {{ cD I I 5 INV. 881,00 M I I D. IF THE MANHOLE FAILS THE TEST NECESSARY REPAIRS MUST BE THE BUILDING OR HOME WILL EXTEND THE WIRE FROM THIS I {� TERMINUS TO THE BUILDING CLEANOUT ADJACENT TO THE I ( 22 LF' OF 24" MADE AND THE VACUUM TEST AND REPAIRS MUST BE REPEATED BUILDING, (l RCP O 1,00X , UNTIL THE MANHOLE PASSES THE TEST, I ( {I I I E. IF MANHOLE JOINT SEALANTS ARE PULLED OUT DURING THE VACUUM TEST, THE I4AfJHOLE MUST BE DISASSEMBLED AND THE {{ I I JOINT SEALANTS REPLACED. I II c I I ( F. MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL vu) ' RD -1 VISUAL LEAKS BEING REPAIRED. I r TOR = 887.50 ' 44 L OF 30" INV, = E3E34.00 RD-2 5. BUTYL RUBBER COATING SHALL BE APPLIED AROUND EACH MANHOLE Rc o.s2% TOR = JOINT FROM 6- INCHES ABOVE TO 6- INCHES BELOW EACH JOINT i i I M ( I I I I C M I I I ( I M I I I I I I M i W Jc F- I- (n W 9 11 = '-______------__________________ r I 9 LF OF 30" ry I RCP @ 0.53% s u � Of I di I�Vm co I III � � I II II I i 4 �z L CF II INV. _ • 8" D. S. SM 5 THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR TO APPLYING THE RUBBER COATING. INSIDE JOINTS TO BE FILLED WITH PRECOAT ,o., PLUG MATERIAL, 4 6. THE MANHOLE CHIMNEYS, INCLUDING ALL RISER RINGS SHALL BE LOADING ZONE ff�-- _ SEALED USING INFI- SHIELD "UNIBAND" OR APPROVED EQUAL, PRIOR - - - - - 4 TO PLACEMENT, THE TOP 4- INCHES OF THE MANHOLE CONE AND I CASTING FRAME SHALL BE CLEANED AND PRIMED. THE UNIBAND II SHALL EXTEND FROM 3- INCHES BELOW THE TOP OF THE CONE -- CLE SECTION TO 2- INCHES OVER THE FLANGE OF THE MANHOLE CASTING z, �, y� TOP FRAME. INV. 12" ROOF DRAIN 0 1.0% " = SLOPE D 7, THE CASTING ELEVATIONS ARE SET BY PLAN, HOWEVER, THE OR = 8fi o0 CASTINGS ARE TO BE ADJUSTED IN THE FIELD BY THE ENGINEER'S INV. = 882.10 REPRESENTATIVE SHOULD BE DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXISTING GRADE. NEW MANHOLE RING AND COVER 11 SHALL BE INSTALLED TO ESTABLISH GRADE, MAXIMUM HEIGHT OF T ADJUSTING RINGS SHALL BE 12- INCHES, �Wll `� '� o I� 8. BACKFILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED t AREAS WITH GRANULAR MATERIAL. TRENCHES OPENING WITHIN II- 5 -FEET OF PAVED ROADWAYS SHALL BE BACKFILLED WITH GRANULAR MATERIAL IN ACCORDANCE WITH SECTION 21 1. ER BACKFILL UN I I Q C D �-ZII I SIDEWALKS SHALL BE GRANULAR, UNLESS THE WALKS ARE -- CONSTRUCTED A MINIMUM OF 6 MONTHS AFTER BACKFILL HAS BEEN { { IN PLACE, - - -II - - -II 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL II STATE HIGHWAYS, CITY AND COUNTY PERMITS HAVE BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSTRUCTION. II 10, THE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE i l - DEVELOPER'S ENGINEER WITH A SET OF PRINTS, MARKED IN RED -- - --{ - - { PENCIL, SHOWING ACTUAL SEWER LOCATION AND INVERT, TO INCLUDE ?0 LF_Z6'*- H.DPE- - _ LATERAL LOCATION, DEPTH AND LENGTH. SUCH AS -BUILT PRINTS F 0.109. SLOP MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE AUTHORIZED, THE SANITARY SEWER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A o co 0 co { METAL FENCE POST SET IMMEDIATELY ABOVE THE SAID TERMINATION � ch M N co 0 POINT. -In �co� tD TC00w� r..r W w 1 1, ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED - ° Z j rn w { TO PASS A LOW PRESSURE AIR TEST, SAID TEST SHALL BE 'Z'Z CONDUCTED ACCORDING TO ASTM 1417 -92, AND SHALL BE Z -Z { { WITNESSED BY AN ENGINEER AND A REPRESENTATIVE OF THE CLAY WASTE DISTRICT. THE TESTING SHALL BE IN ACCORDANCE WITH TABLE 1. ADD 0.5 PSIG FOR EACH FOOT OF WATER ABOVE THE { SEWER LINE BEING TESTED. 12. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL DEFLECTION OF 59 DEFLECTION TEST RESULTS, ( *THE FOLLOWING ARE CONSIDERED NON- FLEXIBLE •� PIPES: CONCRETE PIPE, DUCTILE IRON PIPE AND CAST IRON PIPE), X57-7 T C. 884.90 THE DEFLECTION TEST SHALL BE PERFORMED WITH A NINE -POINT INV. 880.79 f 56-1 T.C. 884.90 MANDREL, PROVING RINGS SHALL BE AVAILABLE. INV. 880.63 13. ALL MANDREL TESTING SHALL BE OBSERVED BY A PROFESSIONAL ENGINEER REPRESENTATIVE FOR CERTIFICATION AND A I� L L �� . REPRESENTATIVE OF THE CLAY WASTE DISTRICT. T.C. 889.30 INV. E &W 877.10 INV. N 883.2 T.C. 885.60 F59-1 7 36 LF OF 12'1 RCP @ 0.45% X52-1 T.C. 885.00 INV. N &S 880. INV. 881.6 L_ INV. W 880.57 I T.C. 885.40 -`1 1, 0 2 RCP @ 1.00% INV. 881.13 4 58 LF J INV. 881.31 RCP 0 25 L_ M I II -1 I II 96 LF OF 42" 10 LF OF 12" 10 LF OF 12" I I RCP @ 0.19% RCP @ 1.00% RCP @ 0.45% -\ - - - - -UE ' - - -----= t1�- �-� -�� - ILL -�o�� 1�1� +�F 3 UE - - -UE - 9 OF 12"_u Q) C CID 1@ 0.45% M F_47 ( INV. N &S 880.80 L :_J L- I INV. E 881.21 � {I I .30 � 7� T.C. 889 INV. E& 877.28 6 WTR \ t L_ a � INV. N T9, 084.76 I ` T•C. 8 8 �� \ I 105 LF 110 LF OF 24 „ RCP C RCP @ 0.39% -- -UE - -- - UE - - - -- 51 T.C. 885.40 F50 T.C. 885.40 I INV. N&S 880.23 L_ -J INV. 879.80 INV. E 880.58 6" WTR 8" WTR- ft DIG BLIND 'HOLEY MOLEr 1- 800 - 382 -5544 CALL TOLL FREE PIPE DLk IN. MINIMUM TIME, MIN :S LENGTH FOR MINIMUM TIME, FT, TIME FOR LONGER LENGTH, S SPECIFICATION TIME FOR LENGTH (L) SHOWN, MIN :S MANHOLE TYPE 'B' R -1772 2 MANHOLE TYPE 'B' 100 FT. 150 FT, 200 FT, 250 FT. 300 FT. 350 FT. 400 FT. 450 FT. 4 3 :48 597 0,360 L 3 :46 346 346 346 3;46 146 3 :46 3:46 6 5:40 386 0.854 L 5 :40 5 :40 5:40 540 5:40 5:40 5:42 6 :24 8 1 7:34 298 1.520 L 7 :34 7 :34 7 :34 7:34 7 :36 8 :52 10 :08 11:24 10 8 :26 239 2,374 L 9 :28 9 :28 9 :28 9 :63 11 :52 13:51 15:49 17 :48 12 11:20 199 3.418 L 11:20 11:20 11:24 1415 17 :05 19 :58 22 :47 25 :38 16 14:10 158 5.342 L 14:10 14:10 17:48 22 :15 26 :42 31 :09 35 :36 40:04 18 17 :00 133 7,682 L 17 :00 19 :13 25 :38 32 :03 26 :27 44 :52 51:16 57 :41 21 19;50 114 10.470 L 18 :60 2610 34 :54 4137 52 :21 61 :00 69 :48 78 :31 24 22 :40 89 13,674 L 22 :47 34 :11 45 :34 56 :58 68 :22 79 :46 91 :10 102 :33 27 25 :30 88 17,306 L 28 :51 43 :16 57 :41 72 :07 86 :32 100 :57 115 :22 129 :48 30 28:20 80 21.388 L 96 :37 53126 71 :13 89102 108 :50 124;38 142 025 16015 33 31 :10 1 72 1 25.852 L 49 :05 64 :38 88 :10 107 :49 129 :18 150 :43 172 :21 19153 38 34 :00 1 86 1 30.788 L 61:17 76155 102:12 128 :12 1 15180 1 179 :29 1 205:07 1 230 :46 STRUCTURE DATA TABLE STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* 1 MANHOLE TYPE 'B' R -1772 2 MANHOLE TYPE 'B' R -3405 3 INLET TYPE 'J' R- 1878 -B7G 4 INLET TYPE 'J' R -1878- B7G 5 INLET TYPE 'A' R- 3286 -8V 6 MANHOLE TYPE 'B' R -1772 7 INLET TYPE 'A' R- 3286 -8V 8 MANHOLE TYPE 'B' R -1772 9 INLET TYPE 'A' R -3405 10 MANHOLE TYPE 'B' R -1772 11 YARD INLET SEE DETAIL • CASTINGS i0 BE NEENAH OR EQUAL NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY ". NOTE: USE OF DEWATERING BAGS DURING CONSTRUCTION IS RECOMMENDED TO DECREASE SILTATION OF PONDS, 0 50 100 150 GRAPHIC SCALE IN FEET LEGEND EXISTING Lj!j PROPOSED o STORM CURB INLET cl ❑ STORM INLET 0 t STORM MANHOLE 0 Q SANITARY MANHOLE 0 E) SANITARY CLEANOUT e �E� 1 X L_ -I STORM STRUCTURE NUMBER 1 i EX SANITARY STRUCTURE NUMBER 100 - - SD - - - STORM SEWER STORM UNDERORAIN D (20 FT. MIN. AT STRUCTURES) - - -SAN- - - SANITARY SEWER - - - FM - - - - SANITARY SEWER FORCE MAIN ry - - - - WTR- - - WATER LINE 8"W FIRE HYDRANT •�• ® WATER MANHOLE ®PIV POST INDICATOR VALVE WATER METER PIT D m STORZ CONNECTION ® WATER VALVE - - G - - - - GAS G on GAS METER F0_ GAS REGULATOR G GAS UTILITY MARKER ® GAS VALVE - - - - UE - - - UNDERGROUND ELECTRIC UE E0 ELECTRIC MANHOLE RN ELECTRIC TRANSFORMER IN - - - UT - - - UNDERGROUND TELEPHONE UT TT TELEPHONE MANHOLE FT P1 TELEPHONE PEDESTAL GROUND LIGHT LIGHT POLE no MAIL BOX O BOLLARD • DISABLED PARKING SIGN SIGN GUARDRAIL GRANULAR BACKFILL .GENERAL NOTES 1 ROOF -- 00 DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED, 2. SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLITHIC, CONSTRUCTED OF CLASS "A" 4,000 PSI CONCRETE, AND CONFORMING TO ASTM C -478, 3. JOINTS BETWEEN PRECAST SANITARY MANHOLE SECTIONS SHALL CONFORM TO ASTM C -443, 4, SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454 -B, OR REINFORCED CONCRETE PIPE CLASS 111, IV, OR V IN ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21,51 AND AWWA C -151, OR HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P,E, 3344 33C. 5, CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 6. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 24" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE, IF WATER LINE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST BE CONSTRUCTED OF EITHER DUCTILE IRON PIPING OR OF 200 psi PVC (SDR -21 OR EQUIVALENT) FOR THAT PARTICULAR SPAN. 7, EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1- 800 -382 -5544. 8• ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS. 9, FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE STORM SEWER SYSTEM. 10. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABILIZED WITH AN EROSION CONTROL BLANKET. 11. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING. 12. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED PRIOR TO PAVING CONSTRUCTION. 13. GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY, THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 0 oQ CONSTRUCTION 600 East 96th Street Suite 100 indianopolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 WOOLPERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317,291.5805 cn 0 M 0 CV so c � 0 0) O W w 0 0 w ` • tTi mi '7 Q Certified B• . '61 ST ER . No. r °= 19011 o STATE OF Ns At V Drawing Numberot /� d % Of 'i2 Sheets Ouka Realty Job Number: DW-JobV A/E Job Number: 065546 Lj!j (-) Q � � Z Q Q Q � D ry >= 0 J � � D Q p° U co - LLJ Certified B• . '61 ST ER . No. r °= 19011 o STATE OF Ns At V Drawing Numberot /� d % Of 'i2 Sheets Ouka Realty Job Number: DW-JobV A/E Job Number: 065546 i co d- Ln L cr a I d- L0 co d- :� L Q Ln co Ln O V (D .. L X co O M O 0 N 0 E CD N O O .. U o a� a E� 0 z m -0 -0 0 �C/) O -� >l. (n 0 O _1 J 0 00 CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 v" UH1119 114UFIILMr: C500 8 of 12 5i uu+w naulLy vw rruirwo: DVS! -Jobs uvu InuFFluut; 065546 Q Ln 0 N LCT N 0 -� _O In (n c- C) O W 0 J M a� O 0 � I � cD Lr)QLn Ln L0 0 w N U X o U (D O (3) c O O -+� E N O LO o U 0 j n Ln E -0 a -� Z m v a� �Wo a D o 0V� J -J OQ- " (TYP.) NOTE. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND, COLOR NO, 105090 IN FEDERAL STANDARDS 595x) DOUBLE OAT, (TYP.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY CODE AND 4 AMERICANS WITH DISABILITIES ACT CRITERIA, DISABLED PAVEMENT SYMBOL NO SCALE DETECTABLE WARNINGS 16 GAUGE BONDERIZED STEEL SIGN SCREEN PRINT SYMBOL--,,, INTERNATIONAL SYMBOL OF ACCESSIBILITY MEETING INDIANA ACCESSIBILITY CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA ACCESSIBLE VAN PARKING SIGN TO MEET AMERICANS WITH DISABILITIES ACT CRITERIA AND ALL STATE AND LOCAL CODES AT VAN SPACE "U" TYPE FLANGED GALV. STEEL SIGN POST CENTERED IN 6" DIA. - STEEL PIPE FILLED W/ CONC. SLOPE CONC. I" ABOVE & FINISH W/ STEEL TROWEL - FINISH GRADE 1/2- EXP. JOINT WITH PREMOULDED JOINT FILLER 12" ,11 -II- EARTH IIII� I� �. III- 1 1 IN I� + °II Iji' CONCRETE FOOTING d #5 - 12" LONG 18" EACH WAY BLUE WHITE R l0 .I w 00 3v w =o W� 0 DISABLED PARKING SIGN NO SCALE PLACE EXPANSION JOINT AT BACK OF CURB LINE OR AT SIDEWALK LINE MAXIMUM RAMP SLOPE 12:1 A PLAN VIEW NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER —TO— CENTER SPACING OF NOMINAL 2,35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT —ON —DARK, OR DARK —ON— LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE, DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND —ON —CANE CONTACT, DISABLED RAMP DETAIL NO SCALE VERIFY LETTERING SIZE AND STYLE WITH LOCAL AUTHORITY nRAnF Aq PFR 10 H.A.C. SURFACE 2" H.A.C. BINDER 2" COMPACTED AGGREGATE #53 �- COMPACTED AGGREGATE #2 �Trn ci MnPAnF REGULAR DUTY TYPICAL PAVEMENT SECTION NO SCALE GRADE PLANS }}.��i��i�{{•�''�11w?lf��!:. T 3* COMPACTED AGGREGATE #53 • r AGGREGATE #2 COMPACTED SUBGRADE • TE-. PAVEMENT SECTION BASED ON • r • ANY AREAS OF r SOILS BE REMOVED AND RECOMPACTED, TO 95X MODIFIED PROCTOR. HEAVY DUTY TYPICAL PAVEMENT SECTION NO SCALE TOOL BOTH SIDES OF ;E1 PLIED JOINT SEALER EXPANSION JOINT �P2"PREFORMED ANSION MATERIAL EXPANSION JOINT TO CONCRETE SLAB BOTTOM OF PAVEMENT EXPANSION JOINT DETAIL NO SCALE •• 10' TOP OF CURB I •. ,r • .,. .. °' i . .. °,: a a. PAVEMENT BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS (TYP,) TRANSVERSE EXPANSION JOINTS (TYP.) TRANSVERSE EXPANSION JOINTS (TYP.) NOTE: WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB, THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS, IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET, CONTRACTION JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING. CURB JOINT DETAIL NO SCALE 6x6 - 10/10 WELDED TOOLED CONTROL JOINT 1/4" WIRE FABRIC WIDE, MIN. 1 DEPTH APPLIED ANTI - SPALLING BROOM FINISH COMPOUND .d R 4" GRANULAR BACKFILL — — — — _ _ _ = NOTES., -I 1 =1 I I -1 11 =1 11 =1 11 =1 11 =1 11 =' 1,) CONTROL JOINTS 5' -0" O.C. MAX. III -1 I -1 I I -1 I 1 -1 (- (SEE PLANS FOR ANY VARIATIONS) _ _ COMPACT D ANDADE fl— 2.) EXPANSION JOINTS 20' -0" O.C. MAX (SEE PLANS FOR ANY VARIATIONS) CONCRETE WALK DETAIL NO SCALE to g o .. # �.. z a .......... WITH A JOINTER HAVING A .......... RADIUS OF 1/4" AND FILLED o z w J WITH JOINT FILLER, J z . .......... . p -3 w 5' -0" BETWEEN z 0 CONTROL JOINTS .......... a .......... .......... MAXIMUM RAMP SLOPE 12:1 A PLAN VIEW NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER —TO— CENTER SPACING OF NOMINAL 2,35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT —ON —DARK, OR DARK —ON— LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE, DETECTABLE WARNINGS USED ON INTERIOR SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND —ON —CANE CONTACT, DISABLED RAMP DETAIL NO SCALE VERIFY LETTERING SIZE AND STYLE WITH LOCAL AUTHORITY nRAnF Aq PFR 10 H.A.C. SURFACE 2" H.A.C. BINDER 2" COMPACTED AGGREGATE #53 �- COMPACTED AGGREGATE #2 �Trn ci MnPAnF REGULAR DUTY TYPICAL PAVEMENT SECTION NO SCALE GRADE PLANS }}.��i��i�{{•�''�11w?lf��!:. T 3* COMPACTED AGGREGATE #53 • r AGGREGATE #2 COMPACTED SUBGRADE • TE-. PAVEMENT SECTION BASED ON • r • ANY AREAS OF r SOILS BE REMOVED AND RECOMPACTED, TO 95X MODIFIED PROCTOR. HEAVY DUTY TYPICAL PAVEMENT SECTION NO SCALE TOOL BOTH SIDES OF ;E1 PLIED JOINT SEALER EXPANSION JOINT �P2"PREFORMED ANSION MATERIAL EXPANSION JOINT TO CONCRETE SLAB BOTTOM OF PAVEMENT EXPANSION JOINT DETAIL NO SCALE •• 10' TOP OF CURB I •. ,r • .,. .. °' i . .. °,: a a. PAVEMENT BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS (TYP,) TRANSVERSE EXPANSION JOINTS (TYP.) TRANSVERSE EXPANSION JOINTS (TYP.) NOTE: WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB, THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS, IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET, CONTRACTION JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING. CURB JOINT DETAIL NO SCALE 6x6 - 10/10 WELDED TOOLED CONTROL JOINT 1/4" WIRE FABRIC WIDE, MIN. 1 DEPTH APPLIED ANTI - SPALLING BROOM FINISH COMPOUND .d R 4" GRANULAR BACKFILL — — — — _ _ _ = NOTES., -I 1 =1 I I -1 11 =1 11 =1 11 =1 11 =1 11 =' 1,) CONTROL JOINTS 5' -0" O.C. MAX. III -1 I -1 I I -1 I 1 -1 (- (SEE PLANS FOR ANY VARIATIONS) _ _ COMPACT D ANDADE fl— 2.) EXPANSION JOINTS 20' -0" O.C. MAX (SEE PLANS FOR ANY VARIATIONS) CONCRETE WALK DETAIL NO SCALE to g o NOTE: JOINTS SHALL BE CUT z a -' WITH A JOINTER HAVING A RADIUS OF 1/4" AND FILLED o z w J WITH JOINT FILLER, J z N zz p -3 w 5' -0" BETWEEN z 0 CONTROL JOINTS a 10 20' BETWEEN EXPANSION JOINTS MAX. �t CONCRETE WALK SECTION NO SCALE TOP OF CURB ELEV. SEE GRADING PLAN 6" CON(, CURB 10- " i a d 1 d. PAVEMENT R PAVEMENT OR GRADE CONCRETE CURB END TAPER NO SCALE ®v ke CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 WOOUERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317,291.5805 0 N CN c o •on o c Z t0 3 O O X m ,� �� 5' c 0 0 EXPANSION JOINT �- BUILDING 0 - co 6x6 10/10 WELDED FACE Q 4" CONC, SIDEWALK W/ WIRE FABRIC 6x6 - 10/10 WELDED R WIRE FABRIC BROOM FINISH EXPANSION JOINT 1/4" / FT. '`� 0 BUILDING VARIES R '• APPLIED TOOLED CONTRACTION JOINT COMPOUND TI- SPALLING 1/4 WIDE, MIN. 1 1/2 DEPTH f FLOOR SLAB 1 "RADIUS TOOLED 1 8 FT. 1/-ROUND EDGE if �r " 9 { ♦ I °r. • ° ° C q .. I -I I Tl Ti l -I I -I I I- •1 .. III -if f -1T1=1 I I -1 I ;� / • 1: ° id ' °.. ,° • . 1T=11f III7 -�I -I I- �Tf=1I -Th-I f1 -II II III I - 1_TI =1� 1T -I ° �' `�`"~ '' ' ' ' \\-4" GRANULAR ♦;�• . .. BACKFILL PAVEMENT » 1=11 COMPACTED AND WELL �i= 1�T= IIj =11I= i�T= JIJ ; 4 GRANULAR , II =)Tj �a . • DRAINED SUBGRADE f1 -I_I I- I I I= i_TI =III - 6x6 - 10/10 BACKFILL GRANULAR 'T� iTf= 1T(- TIT -Tfi WELDED -I I ,, I I I =� -1 I I -1 BACKFILL ° WIRE FABRIC COMPACTED AND Tii TURN DOWN SLAB 6 WELL DRAINED TURN COMPACTED SUBGRADE �1 ° o SUBGRADE -0 BELOW GRADE W » ON OUTER SIDES 4" REBAR CONT. AT ♦ ° ' O 60 & BOTTOM 1.) CONTRACTION JOINTS 10 BE 1111 11111 " a a• a ry A MINIMUM OF 1 1/2 DEEP CONCRETE STOOP DETAIL 2.) SEE CONCRETE WALK SECTION FOR LII1111 -d_ J LOCATION OF JOINTS, �fT(fTffm Z (ADJACENT TO SIDEWALK) 3.) FULL DEPTH SEPARATORS ARE NOT �i l i 3.. Q PERMITTED EXCEPT AT EXP. JOINTS. 6" CD NO SCALE W = le _) � � Q INTEGRAL WALK AND CURB C.� _ cn NO SCALE Q mi aJ W z W Q Q Q z U TOOLED CONTROL JOINT U Q 1/4% 1 1/4- DEEP 6x6 - W2.9 x W2,9 WELDED FABRIC i- APPLIED ANTI - SPALLING WIRE (n COMPOUND BROOM FINISH co V♦ 77 '77 Uj • d ° ♦ ' °'° °. ''• .• ' • W REINF. PLACED AT 0) `• ` ° 1/3 OF CONC, THICKNESS ( e a GRANULAR BACKFILL NOTES: I —III - 1.) CONTROL JOINTS 5' -0" O.C, MAX, COMPACTED & WELL (SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE 2.) EXPANSION JOINTS 20' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 6" CONCRETE SLAB DETAIL NO SCALE MACHINE EXTRUDED CONCRETE CURB. PROVIDE CONTROL JOINTS 0 10' -0" ON CENTER. CURBS TO BE BONDED TO PAVEMENT WITH 6" 6" EPDXY RESIN PER MANUFACTURERS �;`, J • . CURE MAXIMUM MOISTOURE RETENTIOND SEAL TO ATTAIN `� GISTER'••• /�''r�'f•• s No. ( —) I R APPLY EPDXY I I `° _----UNDER CONCRETE CURB 19011 � 7 77 STATE OF ASPHALT SURFACE COURSE �'�.,t0�''•.9VpIgNP.�'��'' ASPHALT BINDER COURSE ��''•r�ys ION <,CN;�•;` —) I I I i lI I I I I= III = III = III =III= CRUSHED STONE BASE �� ►1 1f1 I1� COMPACTED SUBGRADE 1/8--1 1/4- DEEP SAWED Drawing umbe . FLUSH WITH SURFACE OR TOOLED JOINT WITH JOINT SEALER •r�( /,b EXTRUDED CONCRETE CURB DETAIL d/4 NO SCALE C600 of 12 Sheets CONCRETE SLAB Duke Realty Job Number: CONTRACTION JOINT DW -Job# NO SCALE A/E Job Number: 065546 Q t\ r� Ir- O N CD N' a� _0 LL U E 0 J M a� 4-. _0 t1 O _0 N LO � co Q LO Ln co LO N U X p i _ O U M O V) Q) N a) 0� C o +' O _ N _ L O I U 0,;4- :3 UO E a co V) >; Z M 0 0 0 N tl 0 c 0 cn >1 cn J J 6 EARTH OR SIDEWALK SURFACE r— CONCRETE CURB -111 " 1111111 .. °.. 0.- ..- 0 ' III � rF1 11 z Tif•� R II 0 # 8 WASHED GRAVEL OR • CN I :III . •. .'. �• + °• ' : ° o 11 11 � R Z PERFORATED PIPE I II- II- i11 =11= I�r 11 #8 WASHED GRAVEL OR =M APPROVED EQUIVALENT I (INDOT STD. SPECS.) IIII _ z PIPE MATERIAL; jIII I IIII II SHALL MEET GENERAL INDUSTRY -- I I =1 ff III =1 _ STANDARD FOR CLAY, CONCRETE, I III- I ITI. -111T 1 I� ' CORRUGATED METAL, PLASTIC, OR D.O.T, SHAPED BOTTOM APPROVED EQUAL, OPEN JOINT OR 4" 4" PERFORATED. MIN, MIN. INSTALLATION REQUIRED: BOTH SIDES OF ALL PAVEMENT, UNLESS WAIVED IN WRITING BY INDIANAPOLIS DEPARTMENT OF TRANSPORTATION, PIPE UNDERDRAIN (TYPICAL INSTALLATIONS) NO SCALE r PAVEMENT SECTION 4" 4" MIN. MIN. NOTE: UNDERDRAIN TO BE PLACED ® 0.5X SLOPE MINIMUM PIPE UNDERDRAIN AT STRUCTURES (TYPICAL INSTALLATIONS) NO SCALE 6" Mif (WP.) (TYP•) �ra- + N TO BE USED WHEN CLEARANCE BETWEEN PIPES IS 12 OR LESS, OR WHERE NOTED ON DRAWING, #4 BARS (TYP.) 2"TYP. SECTION "A — A" PIPE CROSSING ENCASEMENT DETAIL NO SCALE if•��li •i�if•!iif��i�•i•if' _ •� • fit • f • • • f •• •t f •• • - I— • • }if•��ti!•• i�tiff•'•••��• ••t�f,•t'� P•1.f•••�if•••!ii•if•i�i�it�•i • - , ' NOW r•� •f • • •f•• •iiif • •��it •'•r iff �i� �i�i�� i i��s��i•t�� i��f� f� • • • -• 6" 6" LIFT HOOKS H -! v MINIMUM STEEL AREA 0,12 SQ. IN,/LIN, FT. OF WIDTH IN BOTH DIRECTIONS REBAR OR WIRE MESH EQUIVALENT SECTION DIA, "H" 0 DIA. "F" a • '' � rF1 11 z Tif•� R II 0 # 8 WASHED GRAVEL OR • CN I APPROVED EQUIVALENT (INDOT STD. SPECS.) ` ° •, •a ., ° ;'• I I _�II .• .III R Z PERFORATED PIPE I II- II- i11 =11= I�r 72" 42 " -48" cueorn onrrnu 4" 4" MIN. MIN. NOTE: UNDERDRAIN TO BE PLACED ® 0.5X SLOPE MINIMUM PIPE UNDERDRAIN AT STRUCTURES (TYPICAL INSTALLATIONS) NO SCALE 6" Mif (WP.) (TYP•) �ra- + N TO BE USED WHEN CLEARANCE BETWEEN PIPES IS 12 OR LESS, OR WHERE NOTED ON DRAWING, #4 BARS (TYP.) 2"TYP. SECTION "A — A" PIPE CROSSING ENCASEMENT DETAIL NO SCALE if•��li •i�if•!iif��i�•i•if' _ •� • fit • f • • • f •• •t f •• • - I— • • }if•��ti!•• i�tiff•'•••��• ••t�f,•t'� P•1.f•••�if•••!ii•if•i�i�it�•i • - , ' NOW r•� •f • • •f•• •iiif • •��it •'•r iff �i� �i�i�� i i��s��i•t�� i��f� f� • • • -• 6" 6" LIFT HOOKS H -! v MINIMUM STEEL AREA 0,12 SQ. IN,/LIN, FT. OF WIDTH IN BOTH DIRECTIONS REBAR OR WIRE MESH EQUIVALENT SECTION DIA, "H" 0 DIA. "F" 7 7'-2" 96 9 -6 10 1 -1 1 108 UP TO 60' DETAIL "C" BOTTOM SECTION FOR PRE -CAST MANHOLE SECTIONS (60" TO 108" DIA.) NO SCALE 4' -8" (MIN.) 24" 4" MIN, R z , �..,•.i i.. 00 1. i r- v MINIMUM STEEL AREA 0.12 SQ. IN,/LIN. FT, OF WIDTH IN BOTH DIRECTIONS OPENING ADDITIONALLY REINFORCED WITH EQUIVALENT OF 0.20 SQ. IN JUN. FT. ® 90' STRAIGHT RODS, MINIMUM LENGTH =DIA. OF OPENING PLUS 12 INCHES, DETAIL "A" REDUCER CAP FOR PRE -CAST MANHOLE SECTIONS NO SCALE 0 z 48" 6" (MIN.) d , D VIMUM STEEL AREA 0,12 SQ. IN JUN, FT, WIDTH IN BOTH DIRECTIONS 'ENING ADDITIONALLY REINFORCED WITH UIVALENT OF 0,20 SO, INJUN. FT. ® 90' RAIGHT RODS, MINIMUM LENGTH = DIA. OF ENING PLUS 12 INCHES. 1 rev DETAIL "B" REDUCER CAP FOR PRE -CAST MANHOLE SECTIONS (60" TO 108" DIA) NO SCALE 10' MIN. WATER MAIN SANITARY OR STORM SEWER WATER MAIN WATER MAIN WATER MAIN RATED PIPE WATER NOTE: WHEN LATERAL SEPARATION IS 10' OR GREATER NO VERTICAL SANITARY OR CLEARANCE IS NEEDED. STORM SEWER I' r--• z E N � - r 10' MIN. 10' MIN. \1 WATER MAIN SANITARY OR LESS THAN 18" OR IN CASES SANITARY OR 2► STORM SEWER WHERE WATER IS BELOW STORM SEWER SANITARY SEWER MIN. (TYP,) WATER MAIN RATED PIPES FLEXIBLE COUPLING OR ADAPTER FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR CONCRETE COLLAR MINIMUM CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS, SANITARY SEWERS & STORM SEWERS NO SCALE SEE PLANS FOR CASTING TYPE 6" #53 STONE BEDDING -J NOTE: 5" CONC. PRECAST OR POURED IN PLACE INLET TYPE "J" NO SCALE W p. • , 24" 5" OUTLET PIPE Ln SEE PLANS FOR CASTING TYPE 5" 6" #53 STONE BEDDING -1 NOTE: 5" CONC, PRECAST OR POURED IN PLACE INLET TYPE "A" (TYPICAL) (12" TO 18" PIPES) NO SCALE SEE PLANS FOR PRECAST CONCRETE ADJUSTER RING TYPE OF CASTING IF NEEDED, (4 MAX.) ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS ECCENTRIC CONE OR 4" REDUCER CAP AS REQ'D, BY SITE CONDITIONS 24" DIA, 1' -0" MIN. OVER FULL HEIGHT MANHOLE HIGHEST PIPE STEP REQUIRED REDUCER CAP DIA, F MIN. 4" DIA. SUBSURFACE 16 "o.c. 5„ TILE "T" STUB WHERE REQ'D, (NP•) (MIN.) 5" CONC, PRECAST OR POURED IN PLACE PERMISSIBLE, PREFORMED HOLE TO MAX. OF PIPE 12" + 6" WITH NON- SHRINK CEMENT GROUT 3" MIN. 3" MIN. MANHOLE BASE SET ON 6 OF #53 STONE BASE 8" PER SECTION (MIN.) BENPH WALLS AT MIN, GROUT 1/2 PER FOOT SLOPE 8" CLASS "A" CONCRETE REINFORCED BAR #4 0 12" O,C, STEEL MESH AREA = 0.12 in. /Ft. ?I OR APPROVED EQUAL MANHOLE PIPE PIPE TURNS DIA. "F" DIA. "G" ' + 96 48 GREATER THAN 45' TO 90' 96 4 -6 UP TO 60' 84" 42" GREATER THAN 45' TO 90' 84 48 TURNS UP TO 45' 72" 42 " -48" UP TO 45' 72" 33 " -36" GREATER THAN 45' TO 90' 60" 33 " -36" STRAIGHT THRU 60" 24" -33" GREATER THAN 45' TO 90' 60" 24" GREATER THAN 45' TO 90' 60" 27 " -30" GREATER THAN 45' TO 90' 60" 27 " -30" TURNS UP TO 45' 60" 33 " —36" TURNS UP TO 45' 48" 12" -21" GREATER THAN 45' TO 90' 48" 12 " -21 " TURNS UP TO 45' 48" 24" TURNS UP TO 45' NOTES: MANHOLE CONFORMS TO ASTM C -478 NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE O-RING GASKET ASPHALTIC MASTIC MANHOU E JOUNIS R SEAL BETWEEN STEPS RE. QUIRNE�p FOR STORM SEWER 0 4 DEEP, MANHOLE TYPE "B" NO SCALE SEE STRUCTURE DATA TABLE ADJUSTER RING REQ'D. FOR TYPE OF CASTING NOTE: COVER CAP 0 -RING GASKET BETWEEN ALL RISERS AND CONE SECTIONS SHALL R o? CONFORM TO A S T M (443 PLUS PRECAST MANHOLE PER ASTM C -76 1/2G + 2" + PIPE WALL THICKNESS io I � D DIA. I 1 1/2- DIA, EXTRUDABLE GASKETS ' + +, ( (KENT SEAL OR EQUAL) REQ'D. 24" DIA. '. B BUM RUBBER BASE EXTERIOR BACK PLASTER MATERIAL 1/4-± Li -I 1 1/16" MIN. THICKNESS FROM 2" 5 "MIN, 4 4' -0" DIAMETER .. o o B BELOW TOP OF CONE TO CASTING. U REDUCER CAP o I I r Z ° IN. 0 w W OW CLASS "A" Oda` CONCRETE Z oG ,. b• C" MANHOLE TYPE "G" "F" MAX, PIPE SIZE RT, TO MAINLINE H 24 " -36" 54" 30" J 24 " -36" 60" 33" K 36 " -48" 72" 36" L 48 " -54" 96" 4$" M 54 " -72" 102" 66" N 72 " -84" 108" 72" NOTE: CAST IRON MANHOLE STEPS ARE NOT 6» 4 BARS ® 6" ACCEPTABLE BOTH WAYS #53 STONE BEDDING MANHOLE TYPE HAKL,M & N NO SCALE STANDARD HEX. HEAD BRASS PLUG. TOP OF CASTING ELEV, AS 5' - 0" MAX, FINISH FLOOR SHOWN IN PLANS. GROUND LINE - -mom . ;: III . 12" X 12" X 4" CONC. COLLAR 45' ELBOW 6" PIPE r- SANITARY BUILDING DRAIN WYE \— INVERT ELEV. AS SHOWN IN PLANS CLEAN -OUT DO NOT ENTER 1 " NO PARKING BUS uo LOADING ZONE VISITOR PARKING ARROWS AS REQUIRED 12" RIGHT TURN 00 ONLY CONC, OR PAVER FINISH NUT W/ LOCKING WASHER " O.D. PIPE KITH A SIMILAR OLOR FINISH LOPE TO DRAIN -1/4" SLOPE PER FOOT CLASS "A" CONCRETE STREET SIGN DETAIL NO SCALE EDGE OF PAVEMENT, CURB, MIN, 6" TOPSOIL TO GUTTER OR SIMILAR STRUCTURE, ENSURE GRASS GROWTH WELDED CAP ROUND HEAD BOLTS WITHIN 5' OF EDGE OF PAVEMENT B BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD REGULAR NOTE: PROCTOR DENSITY. ALL OTHER BACKFILL WITHIN 5' OF EDGE OF PAVEMENT CONDITIONS REGULAR BACKFILL ALLOWABLE. j A = 1,256c + 12" OUTSIDE 5 OF EDGE OF PAVEMENT A = 1,25Bc "B" BORROW OR EQUIV. GRANULAR MATERIAL v ' •� , ' COMPACTED TO 909 ,�� ° ' ';.; ' 1/2 Bc STANDARD PROCTOR Bc 4N DENSITY ��j� / • �\/ , ��i /\y /��, /�� DEPTH OF BEDDING ?�ZN MATERIAL BELOW PIPE LEGEND D (d) MIN, NOTE: Bc = OUTSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL 27" & SMALLER 3" SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER TO 12" BALANCED LIFTS 30" TO 60" 4" d =DEPTH OF BEDDING A MINIMUM 9" CLEARANCE MATERIAL BELOW PIPE 66" &LARGER 6" SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL) NO SCALE 5' OR LESS EDGE OF PAVEMENT, CUR GUTTER OR SIMILAR STRU "B" BORROW OR EQUIV, GRANULAR MATERIAL COMPACTED TO 959 STANDARD PROCTOR DENSITY LEGEND „ �,;, T 'T�TTr— —m —rr Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL �ACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE GREATER THAN 5' IN, 6" TOPSOIL TO ENSURE GRASS GROWTH �,11T- I , „ � i LEGEND T Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE O 3(Z CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 ke Fax: 317 808 -6797 mmi W001YERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317,291.5805 C/) _0 li] 0 N c Lo 'a O 7!m ji 0 co 0 Q W o a° J z a w= � U z I— — o W O w F- ocoa azU UQ w� Certt 4 N0. = 10 19011 L, STATE OF � ••.!Yp P --` •'' '��, .............. I . Drawing Num747-40-16? 0601 10 of 12 Sheets Duke Realty Job Number: DW -Job# A/E Job Number: 065546 NOTE: CAST IRON MANHOLE STEPS ARE NOT 6» 4 BARS ® 6" ACCEPTABLE BOTH WAYS #53 STONE BEDDING MANHOLE TYPE HAKL,M & N NO SCALE STANDARD HEX. HEAD BRASS PLUG. TOP OF CASTING ELEV, AS 5' - 0" MAX, FINISH FLOOR SHOWN IN PLANS. GROUND LINE - -mom . ;: III . 12" X 12" X 4" CONC. COLLAR 45' ELBOW 6" PIPE r- SANITARY BUILDING DRAIN WYE \— INVERT ELEV. AS SHOWN IN PLANS CLEAN -OUT DO NOT ENTER 1 " NO PARKING BUS uo LOADING ZONE VISITOR PARKING ARROWS AS REQUIRED 12" RIGHT TURN 00 ONLY CONC, OR PAVER FINISH NUT W/ LOCKING WASHER " O.D. PIPE KITH A SIMILAR OLOR FINISH LOPE TO DRAIN -1/4" SLOPE PER FOOT CLASS "A" CONCRETE STREET SIGN DETAIL NO SCALE EDGE OF PAVEMENT, CURB, MIN, 6" TOPSOIL TO GUTTER OR SIMILAR STRUCTURE, ENSURE GRASS GROWTH WELDED CAP ROUND HEAD BOLTS WITHIN 5' OF EDGE OF PAVEMENT B BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD REGULAR NOTE: PROCTOR DENSITY. ALL OTHER BACKFILL WITHIN 5' OF EDGE OF PAVEMENT CONDITIONS REGULAR BACKFILL ALLOWABLE. j A = 1,256c + 12" OUTSIDE 5 OF EDGE OF PAVEMENT A = 1,25Bc "B" BORROW OR EQUIV. GRANULAR MATERIAL v ' •� , ' COMPACTED TO 909 ,�� ° ' ';.; ' 1/2 Bc STANDARD PROCTOR Bc 4N DENSITY ��j� / • �\/ , ��i /\y /��, /�� DEPTH OF BEDDING ?�ZN MATERIAL BELOW PIPE LEGEND D (d) MIN, NOTE: Bc = OUTSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL 27" & SMALLER 3" SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER TO 12" BALANCED LIFTS 30" TO 60" 4" d =DEPTH OF BEDDING A MINIMUM 9" CLEARANCE MATERIAL BELOW PIPE 66" &LARGER 6" SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL) NO SCALE 5' OR LESS EDGE OF PAVEMENT, CUR GUTTER OR SIMILAR STRU "B" BORROW OR EQUIV, GRANULAR MATERIAL COMPACTED TO 959 STANDARD PROCTOR DENSITY LEGEND „ �,;, T 'T�TTr— —m —rr Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL �ACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE GREATER THAN 5' IN, 6" TOPSOIL TO ENSURE GRASS GROWTH �,11T- I , „ � i LEGEND T Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE O 3(Z CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 ke Fax: 317 808 -6797 mmi W001YERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317,291.5805 C/) _0 li] 0 N c Lo 'a O 7!m ji 0 co 0 Q W o a° J z a w= � U z I— — o W O w F- ocoa azU UQ w� Certt 4 N0. = 10 19011 L, STATE OF � ••.!Yp P --` •'' '��, .............. I . Drawing Num747-40-16? 0601 10 of 12 Sheets Duke Realty Job Number: DW -Job# A/E Job Number: 065546 WYE \— INVERT ELEV. AS SHOWN IN PLANS CLEAN -OUT DO NOT ENTER 1 " NO PARKING BUS uo LOADING ZONE VISITOR PARKING ARROWS AS REQUIRED 12" RIGHT TURN 00 ONLY CONC, OR PAVER FINISH NUT W/ LOCKING WASHER " O.D. PIPE KITH A SIMILAR OLOR FINISH LOPE TO DRAIN -1/4" SLOPE PER FOOT CLASS "A" CONCRETE STREET SIGN DETAIL NO SCALE EDGE OF PAVEMENT, CURB, MIN, 6" TOPSOIL TO GUTTER OR SIMILAR STRUCTURE, ENSURE GRASS GROWTH WELDED CAP ROUND HEAD BOLTS WITHIN 5' OF EDGE OF PAVEMENT B BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD REGULAR NOTE: PROCTOR DENSITY. ALL OTHER BACKFILL WITHIN 5' OF EDGE OF PAVEMENT CONDITIONS REGULAR BACKFILL ALLOWABLE. j A = 1,256c + 12" OUTSIDE 5 OF EDGE OF PAVEMENT A = 1,25Bc "B" BORROW OR EQUIV. GRANULAR MATERIAL v ' •� , ' COMPACTED TO 909 ,�� ° ' ';.; ' 1/2 Bc STANDARD PROCTOR Bc 4N DENSITY ��j� / • �\/ , ��i /\y /��, /�� DEPTH OF BEDDING ?�ZN MATERIAL BELOW PIPE LEGEND D (d) MIN, NOTE: Bc = OUTSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL 27" & SMALLER 3" SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER TO 12" BALANCED LIFTS 30" TO 60" 4" d =DEPTH OF BEDDING A MINIMUM 9" CLEARANCE MATERIAL BELOW PIPE 66" &LARGER 6" SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL) NO SCALE 5' OR LESS EDGE OF PAVEMENT, CUR GUTTER OR SIMILAR STRU "B" BORROW OR EQUIV, GRANULAR MATERIAL COMPACTED TO 959 STANDARD PROCTOR DENSITY LEGEND „ �,;, T 'T�TTr— —m —rr Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL �ACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE GREATER THAN 5' IN, 6" TOPSOIL TO ENSURE GRASS GROWTH �,11T- I , „ � i LEGEND T Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE O 3(Z CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 ke Fax: 317 808 -6797 mmi W001YERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317,291.5805 C/) _0 li] 0 N c Lo 'a O 7!m ji 0 co 0 Q W o a° J z a w= � U z I— — o W O w F- ocoa azU UQ w� Certt 4 N0. = 10 19011 L, STATE OF � ••.!Yp P --` •'' '��, .............. I . Drawing Num747-40-16? 0601 10 of 12 Sheets Duke Realty Job Number: DW -Job# A/E Job Number: 065546 D (d) MIN, NOTE: Bc = OUTSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL 27" & SMALLER 3" SHALL BE INSTALLED IN 6" D = INSIDE DIAMETER TO 12" BALANCED LIFTS 30" TO 60" 4" d =DEPTH OF BEDDING A MINIMUM 9" CLEARANCE MATERIAL BELOW PIPE 66" &LARGER 6" SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL) NO SCALE 5' OR LESS EDGE OF PAVEMENT, CUR GUTTER OR SIMILAR STRU "B" BORROW OR EQUIV, GRANULAR MATERIAL COMPACTED TO 959 STANDARD PROCTOR DENSITY LEGEND „ �,;, T 'T�TTr— —m —rr Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL �ACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE GREATER THAN 5' IN, 6" TOPSOIL TO ENSURE GRASS GROWTH �,11T- I , „ � i LEGEND T Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE O 3(Z CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 ke Fax: 317 808 -6797 mmi W001YERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317,291.5805 C/) _0 li] 0 N c Lo 'a O 7!m ji 0 co 0 Q W o a° J z a w= � U z I— — o W O w F- ocoa azU UQ w� Certt 4 N0. = 10 19011 L, STATE OF � ••.!Yp P --` •'' '��, .............. I . Drawing Num747-40-16? 0601 10 of 12 Sheets Duke Realty Job Number: DW -Job# A/E Job Number: 065546 5' OR LESS EDGE OF PAVEMENT, CUR GUTTER OR SIMILAR STRU "B" BORROW OR EQUIV, GRANULAR MATERIAL COMPACTED TO 959 STANDARD PROCTOR DENSITY LEGEND „ �,;, T 'T�TTr— —m —rr Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL �ACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE GREATER THAN 5' IN, 6" TOPSOIL TO ENSURE GRASS GROWTH �,11T- I , „ � i LEGEND T Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL PACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE O 3(Z CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 ke Fax: 317 808 -6797 mmi W001YERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317,291.5805 C/) _0 li] 0 N c Lo 'a O 7!m ji 0 co 0 Q W o a° J z a w= � U z I— — o W O w F- ocoa azU UQ w� Certt 4 N0. = 10 19011 L, STATE OF � ••.!Yp P --` •'' '��, .............. I . Drawing Num747-40-16? 0601 10 of 12 Sheets Duke Realty Job Number: DW -Job# A/E Job Number: 065546 W o a° J z a w= � U z I— — o W O w F- ocoa azU UQ w� Certt 4 N0. = 10 19011 L, STATE OF � ••.!Yp P --` •'' '��, .............. I . Drawing Num747-40-16? 0601 10 of 12 Sheets Duke Realty Job Number: DW -Job# A/E Job Number: 065546 Certt 4 N0. = 10 19011 L, STATE OF � ••.!Yp P --` •'' '��, .............. I . Drawing Num747-40-16? 0601 10 of 12 Sheets Duke Realty Job Number: DW -Job# A/E Job Number: 065546 a� 3 Ln Q Ln N U � r- X r- �0 pi N 0 E N N L0 C� U 0 N p p A Z m �> 0 �C() 0 �. >1 V) 0 0 _1 J Duke© © ' i CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 5317 808 -66797 Fax: ` No 19011 Qj: 0 • STATE OF sioNAt Drawing Number. „; /�fi /�J 0642 Duke Realty Job Number: DW -Job## A/E Job Number: 465546 I u7 u7 co I LO LO CD u7 Q u7 c� O N cn O) L X _(D O � O N O ►\ N oLn O �c: U O o E -0 o >, z m 0 N 0 cn ]:)ulke 3v CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 WOOLPERT 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317.291.5805 V) 0 m 0 N O \ U11) M O m w /O tti Q1 �• —� w A 90 9 W o CU 0< 0 a� J z aQ �0 W = Q z �UZ Q OC�Q J Q o CL J O -i z �j W z w m Elf _ OC o Q �zv c_ W Certified By: Drawing Number: C700 12 Of 12 Sheets Duke Realty Job Number: DW -Job# A/E Job Number: 065546