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HomeMy WebLinkAbout06030014 Site Construction Plans NFC Rcv. 3/10/2006 DOCSSITE CONSTRUCTION L FOR. LAND DEVELOPMENT SERVICES Designers- - '� ®neers - - urtIre ors 501 S. 9th Street, Suite 100, ►iloblesv�ll e,� ►iV, 46060 Phone: 317.770.1801 Fax: 317.770.1821 Toll Free: 1.800. 801.8555 UNI UNIVERSITY HIGH SCHOOL, CARMEL, IN Sheet List Table PROPOSED SITE " °R'" K__..._�__ ,,.� _ NOT TO SCALE Sheet Number Sheet e CS COVER SHEET C1.0 EXISTING CONDITION — DEMO PLAN C2.0 SITE PLAN C3.0 SITE GRADING PLAN C4.0 SITE UTILITY PLAN C5.0 SITE LANDSCAPE PLAN C6.0 SITE EROSION CONTROL PLAN C7.0 SITE EROSION CONTROL DETAILS C8.0 SITE EROSION CONTROL DETAILS C9.0 SITE SPECIFICATIONS C10.0 SITE DETAILS L101 PHOTOMETRICS PLAN A201 ARCHITECTURAL ELEVATIONS C% ITC VICINITY MAP m NOT TO SCALE (@ SITE NOTES: ANY ALTERATIONS TO THESE PLANS NOT AUTHORIZED BY DEBOY LAND DEVELOPMENT SERVICES AND NOT IN ACCORDANCE WITH THE PLANS AND RECORDS ON FILE AT THE DEBOY OFFICE SHALL RELIEVE DEBOY LAND DEVELOPMENT SERVICES OF RESPONSIBILITY FOR OVERALL ACCURACY OF THESE PLANS. 0 61 ce Lij � w c ^ H y5 rH �Z MCD C �c d' 0 ,= o cr f , r J z ms o P_�w m o - W W a • Foy co 0 W G �A °5� o0 DATE DESCRIPTION 3-10-06 TAC SUBMITTAL S` €�.... _ { _ - ^14 -__ -'� 4••L i.t- -_ -lRfir j T's � 4 °ra. - -° acJ�ar�... .yt,:s�t•- 'a*•Mw .n'r r�?* - �s..aiid- - �.cirrw- 'rte- +��ile+M A3 a, ib jr)f ! �' i= i-� -•tea -�- ' 4 % sr ilf �f _ '2 i _ LL iL g, > ='"°� A _ 833 t" ! gt -•* -�- - � - i tR i •i ..a v.d Fr PY- �`.TT- 7f'Ar�- .T L.ri - .w�� -gr•Fr - a.i3- -rcrc : 3 3 -sx '� a 'r"1 = - .E+�Js- w�eaa #r -i'_ii t1c•�l - �`+•lT�+�� at4: - -- .w.�..�� �_,+^�t - � - R _ !r-.- -_ - z if z � i"' '!i f _ ''-.t. �i 'G. • -te ���`4 cif. a�s3lPrK. VV iI i a„r � S. rc - - Y _ _ _ � � �- '{:s �{ W w U) � w > 0 U 75; LLJ LOCATION MAP NORTH NOT TO SCALE NOTES: ANY ALTERATIONS TO THESE PLANS NOT AUTHORIZED BY DEBOY LAND DEVELOPMENT SERVICES AND NOT IN ACCORDANCE WITH THE PLANS AND RECORDS ON FILE AT THE DEBOY OFFICE SHALL RELIEVE DEBOY LAND DEVELOPMENT SERVICES OF RESPONSIBILITY FOR OVERALL ACCURACY OF THESE PLANS. 0 61 ce Lij � w c ^ H y5 rH �Z MCD C �c d' 0 ,= o cr f , r J z ms o P_�w m o - W W a • Foy co 0 W G �A °5� o0 DATE DESCRIPTION CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD DRAWN: RCB CHECKED BY: KJR SCALE: NTS DATER -12 -05 PROJECT NO.: 2006 -0001 C S OF 10_ PROJECT: F: \2006 \2006 -0001 — Peterson Architecture — Carmel Synagogue \ENGINEERING \DRAWINGS DWG: CS COVER SHEET.dwg PLOTTED BY: R.C. BERGER DATE: Friday; —March 10, 2006 8:14:52 AM 3-10-06 TAC SUBMITTAL w z U) z O �Q (D W (D z p U LLI J 0.. �J LL W U o 3: = (D F_ N > W w U) � w > 0 U 75; LLJ H CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD DRAWN: RCB CHECKED BY: KJR SCALE: NTS DATER -12 -05 PROJECT NO.: 2006 -0001 C S OF 10_ PROJECT: F: \2006 \2006 -0001 — Peterson Architecture — Carmel Synagogue \ENGINEERING \DRAWINGS DWG: CS COVER SHEET.dwg PLOTTED BY: R.C. BERGER DATE: Friday; —March 10, 2006 8:14:52 AM 1 l 6TH ST. R/W #200000037416 _ -F r +� � I:aIL '905 FD MAG NAIL E 46 00 Tel S' AS HALT O ° TV el f :i, =Av.4`6I= ©© ;�vh' sol "'r , °���"� Rsr. tK f `/ pal.'{ O 00 �j C0 pp °� O°- . O.� Rsr. O O ® CP - < O° ;Nsr. �I SITELINE CAP 0.1'EaCC�F LINE �0+�• Q °,�• '�' pprl' pp'b' FD SlT�161E CAP 0.1'E. OF U. 1 ® ° ° °, ° 13 1 13, °° CP bb, h 1 tK ITS 0 (NNSTRUCTION p'` " 4 P ERE k TAN 1 -� • © © ° #2 N �° � g °� 003- 1.23207 ° LO c 0 4� . °b. ® ° �Q ° b° 0 � 0 ° j O�: © o'` � pb. �oj ° w9 ° o p� a Doti ° e ° � o ® ° � �1.N0 °�� 1p hp � D�1 CPI* © � � N 00 O to . O ° C1\j � 1 l 6TH ST. R/W #200000037416 _ -F r +� � I:aIL '905 FD MAG NAIL E 46 00 Tel S' AS HALT O ° TV el f :i, =Av.4`6I= ©© ;�vh' sol "'r , °���"� Rsr. tK f `/ pal.'{ O 00 �j C0 pp °� O°- . O.� Rsr. O O ® CP - < O° ;Nsr. �I SITELINE CAP 0.1'EaCC�F LINE �0+�• Q °,�• '�' pprl' pp'b' FD SlT�161E CAP 0.1'E. OF U. 1 ® ° ° °, ° 13 1 13, °° CP bb, h 1 tK ITS 0 (NNSTRUCTION p'` " 4 P ERE k TAN 1 -� • © © ° #2 N �° � g °� 003- 1.23207 ° LO c 0 4� . °b. ® ° �Q ° b° 0 � 0 ° j O�: © o'` � pb. �oj ° w9 ° o p� a Doti ° e ° � o ® ° � �1.N0 °�� 1p hp � D�1 CPI* © � � V 1 ° ti C§) FD SITELINE CAP 0.2E, 0.3N \_!-D ET CAP C— ''' REBAR FD 0.2S EXISTING CONDITION -DEMO PLAN SCALE: 1" = 50' NORTH UNIVERSITY HIGH SCHOOL, INC. #2003-123207 EXISTING LEGEND LIGHT POLE UTILTIY POLE SIGN MHO MANHOLE GUY WIRE —OHN— OVERHEAD WIRES —X —X FENCE CO O CLEANOUT PARKING SPACES GV O GAS VALVE 30 BOLLARD Tel. Rsr. Rsr.O O TELEPHONE /TELEVISION RISER WATER METER © ELECTRIC METER C9 GAS METER ® CATCH BASIN ® INLET � • 11 RIGHT OF WAY MONUMENT ® MONITORING WELL X WATER VALVE FH O FIRE HYDRANT (R) RECORD DISTANCE (M)MEASURED DISTANCE & BEARING EXISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp & Riggert, Inc., PROJECT NO: 5340(27336) DATED: NOVEMBER 2, 2005. DEMOLITION LEGEND ;!•'�rY*••••�r .t %.ty REMOVE EXISTING CONCRETE O1 REMOVE EXISTING CONCRETE DEMOLITION NOTES 1. ALL EXISTING BUILDINGS AND ALL ASSOCIATED UTILITIES WITHIN THE BUILDING, BUILDING SLAB AND FOUNDATION SHALL BE DEMOLISHED AND REMOVED FROM THE SITE. IF HAZARDOUS OR CONTAMINATED MATERIALS ARE FOUND, CONTRACTOR TO CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES AND NOTIFY A CONTAMINATED MATERIAL REMOVAL CONTRACTOR. 2. DRAIN, PURGE OR OTHERWISE REMOVE, COLLECT AND LEGALLY DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES OR OTHER HAZARDOUS MATERIALS AND WASTE BEFORE PROCEEDING WITH DEMOLITION OPERATIONS. 3. CONTRACTOR SHALL NOTIFY BUILDING INSPECTOR FOR DEMOLITION PROCEDURES. CONTRACTOR TO COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL REGULATIONS. 4. CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL REQUIRED PERMITS, INCLUDING DEMOLITION AND REMOVAL OF APRONS, ETC. BEFORE THE START OF ANY DEMOLITION. 5. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO THE START OF DEMOLITION. 6. CONTRACTOR SHALL CAP AND MARK ALL UNUSED UTILITIES BACK TO PROPERTY LINE. CONTRACTOR TO FORWARD, IN DRAWING FORM, TO ARCHITECT AND ENGINEER, LOCATION OF ALL CAPPED AND UNUSED UTILITIES. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING STRUCTURES TO BE DEMOLISHED. 7. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES WHEN DISCOVERY OF HAZARDOUS OR CONTAMINATED MATERIALS. 8. EMPLOY A CERTIFIED, LICENSED EXTERMINATOR TO TREAT BUILDING AND TO CONTROL RODENTS AND VERMIN BEFORE AND DURING OPERATIONS, IF APPLICABLE. 9. CONTRACTOR SHALL CONTACT DEVELOPER REGARDING THE SALVAGE OF ANY ON -SITE MATERIAL. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL BUILDING REMOVAL, UTILITY REMOVAL, AND UTILITY RELOCATION ARE DONE AT THE DIRECTION OF THE APPROPRIATE UTILITY. 11. ALL UTILITY LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS. 12. IT MAY BE NECESSARY TO REMOVE OR RELOCATE ADDITIONAL UTILITIES AND /OR STRUCTURES NOT INDICATED ON THIS SHEET. A PRE - CONSTRUCTION MEETING SHOULD BE SET UP TO ESTABLISH THE EXTENT OF WOFK NECESSARY FOR CONSTRUCTION OF BUILDING AND PARKING LOT. LEGAL INFORMATION A PART OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT A MONUMENT AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH 89 DEGREES 51 MINUTES 03 SECONDS EAST, WITH THE NORTH LINE OF THE NORTHWEST QUARTER, 1362.99 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 51 MINUTES 03 SECONDS EAST, CONTINUING WITH SAID NDRTH LINE OF THE NORTHWEST QUARTER, 465.00 FEET; THENCE SOUTH 00 DEGREES 34 MINUTES 22 SECONDS WEST, LEAVING THE NORTH LINE OF THE NORTHWEST QUARTER AND INTO THE NORTHWEST QUARTER, 9:6.92 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 03 SECONDS WEST, 465.00 FEET TO THE EAST LINE OF LARKSPUR PHASE I (PLAT CABINET 1, PAGE 13); THENCE NORTH 00 DEGREES 34 MINUTES 22 SECONDS EAST, WITH SAID EAST LINE OF LARKSPUR PHASE I AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER, 936.92 FEET TO THE POINT OF BEGINNING, CONTAINING 10.00 ACRES, MORE OR LESS. HOLEY MOLEY SAYS "DIG SAFELY" 0 LU Ir Q CL Nw Of CL L V 2w ,M+•��O Cal Uj 16 1i CS � M co 2UJI V: 0() CL ai d' o -4 r 00Q, tM 4) i r :=� �■ H ^ � 11 p 4 f =c U) Ila. ���� . ENS 0 ° °� �P von oo 0 DATE DESCRIPTION 3-10-06 TAC SUBMITTAL } Z W � J = i Q � w z � w O U � Q J o z � O W LjL _ W 0 Z O U) 0U U > (D W z z .j F� d U) W X � w CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATER -12 -05 1-800 -382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. ■ IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 1 LOCATION SERVICE TWO 2 WORKING DAYS 0 BEFORE COMMENCING WORK. - PROJECT: F: \2006 \2006 -0001 — Peterson Architecture — Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C1.0 EXISTING CONDITION — DEMO PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Friday -March 10, 2006 8:14:59 AM ° i ° C1\j � �^ © o oti � 4 �o ° °,y9 0 0 °� 0 00 0 / o ° 0 o 0 °\� O °`LDS O Op"� • 0 00"x' O ° O ° Op'`�� O ° W C�l � �yh N Q Q0 n n ^ n N ^ 0 O O-) N N 0 >x a., ��`� • �� h hh p pA p p t ti� p p� 0 � �p`L CP o° o O \ ° © © O O ° tK p p�0 Q Q O A • o ° p ph ° o o ° ° ° o o ° pp v o o0 ° Q� ° ° °° o o i o o ° ° °p° ° °p° B B �• � �J - -_ (' - -fir- . , �LH„ :` ® tx0 ® apo \1 q ° �� ® \ t✓ �\ 1 13 ° 0 °9 ° ° 0 ° C° ° ° iiYii p po © CP 89 5 51 1 103 W 4 465.00 L LIMITS OF CONSTRUCTION 1 ° ti C§) FD SITELINE CAP 0.2E, 0.3N \_!-D ET CAP C— ''' REBAR FD 0.2S EXISTING CONDITION -DEMO PLAN SCALE: 1" = 50' NORTH UNIVERSITY HIGH SCHOOL, INC. #2003-123207 EXISTING LEGEND LIGHT POLE UTILTIY POLE SIGN MHO MANHOLE GUY WIRE —OHN— OVERHEAD WIRES —X —X FENCE CO O CLEANOUT PARKING SPACES GV O GAS VALVE 30 BOLLARD Tel. Rsr. Rsr.O O TELEPHONE /TELEVISION RISER WATER METER © ELECTRIC METER C9 GAS METER ® CATCH BASIN ® INLET � • 11 RIGHT OF WAY MONUMENT ® MONITORING WELL X WATER VALVE FH O FIRE HYDRANT (R) RECORD DISTANCE (M)MEASURED DISTANCE & BEARING EXISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp & Riggert, Inc., PROJECT NO: 5340(27336) DATED: NOVEMBER 2, 2005. DEMOLITION LEGEND ;!•'�rY*••••�r .t %.ty REMOVE EXISTING CONCRETE O1 REMOVE EXISTING CONCRETE DEMOLITION NOTES 1. ALL EXISTING BUILDINGS AND ALL ASSOCIATED UTILITIES WITHIN THE BUILDING, BUILDING SLAB AND FOUNDATION SHALL BE DEMOLISHED AND REMOVED FROM THE SITE. IF HAZARDOUS OR CONTAMINATED MATERIALS ARE FOUND, CONTRACTOR TO CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES AND NOTIFY A CONTAMINATED MATERIAL REMOVAL CONTRACTOR. 2. DRAIN, PURGE OR OTHERWISE REMOVE, COLLECT AND LEGALLY DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES OR OTHER HAZARDOUS MATERIALS AND WASTE BEFORE PROCEEDING WITH DEMOLITION OPERATIONS. 3. CONTRACTOR SHALL NOTIFY BUILDING INSPECTOR FOR DEMOLITION PROCEDURES. CONTRACTOR TO COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL REGULATIONS. 4. CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL REQUIRED PERMITS, INCLUDING DEMOLITION AND REMOVAL OF APRONS, ETC. BEFORE THE START OF ANY DEMOLITION. 5. CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AT LEAST 72 HOURS PRIOR TO THE START OF DEMOLITION. 6. CONTRACTOR SHALL CAP AND MARK ALL UNUSED UTILITIES BACK TO PROPERTY LINE. CONTRACTOR TO FORWARD, IN DRAWING FORM, TO ARCHITECT AND ENGINEER, LOCATION OF ALL CAPPED AND UNUSED UTILITIES. LOCATE, IDENTIFY, SHUT OFF, DISCONNECT AND SEAL OR CAP OFF INDICATED UTILITY SERVICES SERVING STRUCTURES TO BE DEMOLISHED. 7. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES WHEN DISCOVERY OF HAZARDOUS OR CONTAMINATED MATERIALS. 8. EMPLOY A CERTIFIED, LICENSED EXTERMINATOR TO TREAT BUILDING AND TO CONTROL RODENTS AND VERMIN BEFORE AND DURING OPERATIONS, IF APPLICABLE. 9. CONTRACTOR SHALL CONTACT DEVELOPER REGARDING THE SALVAGE OF ANY ON -SITE MATERIAL. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL BUILDING REMOVAL, UTILITY REMOVAL, AND UTILITY RELOCATION ARE DONE AT THE DIRECTION OF THE APPROPRIATE UTILITY. 11. ALL UTILITY LOCATIONS SHOWN ON THIS SHEET ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS. 12. IT MAY BE NECESSARY TO REMOVE OR RELOCATE ADDITIONAL UTILITIES AND /OR STRUCTURES NOT INDICATED ON THIS SHEET. A PRE - CONSTRUCTION MEETING SHOULD BE SET UP TO ESTABLISH THE EXTENT OF WOFK NECESSARY FOR CONSTRUCTION OF BUILDING AND PARKING LOT. LEGAL INFORMATION A PART OF THE NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT A MONUMENT AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH 89 DEGREES 51 MINUTES 03 SECONDS EAST, WITH THE NORTH LINE OF THE NORTHWEST QUARTER, 1362.99 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 51 MINUTES 03 SECONDS EAST, CONTINUING WITH SAID NDRTH LINE OF THE NORTHWEST QUARTER, 465.00 FEET; THENCE SOUTH 00 DEGREES 34 MINUTES 22 SECONDS WEST, LEAVING THE NORTH LINE OF THE NORTHWEST QUARTER AND INTO THE NORTHWEST QUARTER, 9:6.92 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 03 SECONDS WEST, 465.00 FEET TO THE EAST LINE OF LARKSPUR PHASE I (PLAT CABINET 1, PAGE 13); THENCE NORTH 00 DEGREES 34 MINUTES 22 SECONDS EAST, WITH SAID EAST LINE OF LARKSPUR PHASE I AND PARALLEL WITH THE WEST LINE OF THE NORTHWEST QUARTER, 936.92 FEET TO THE POINT OF BEGINNING, CONTAINING 10.00 ACRES, MORE OR LESS. HOLEY MOLEY SAYS "DIG SAFELY" 0 LU Ir Q CL Nw Of CL L V 2w ,M+•��O Cal Uj 16 1i CS � M co 2UJI V: 0() CL ai d' o -4 r 00Q, tM 4) i r :=� �■ H ^ � 11 p 4 f =c U) Ila. ���� . ENS 0 ° °� �P von oo 0 DATE DESCRIPTION 3-10-06 TAC SUBMITTAL } Z W � J = i Q � w z � w O U � Q J o z � O W LjL _ W 0 Z O U) 0U U > (D W z z .j F� d U) W X � w CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATER -12 -05 1-800 -382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. ■ IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 1 LOCATION SERVICE TWO 2 WORKING DAYS 0 BEFORE COMMENCING WORK. - PROJECT: F: \2006 \2006 -0001 — Peterson Architecture — Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C1.0 EXISTING CONDITION — DEMO PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Friday -March 10, 2006 8:14:59 AM ���� . ENS 0 ° °� �P von oo 0 DATE DESCRIPTION 3-10-06 TAC SUBMITTAL } Z W � J = i Q � w z � w O U � Q J o z � O W LjL _ W 0 Z O U) 0U U > (D W z z .j F� d U) W X � w CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATER -12 -05 1-800 -382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. ■ IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 1 LOCATION SERVICE TWO 2 WORKING DAYS 0 BEFORE COMMENCING WORK. - PROJECT: F: \2006 \2006 -0001 — Peterson Architecture — Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C1.0 EXISTING CONDITION — DEMO PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Friday -March 10, 2006 8:14:59 AM CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATER -12 -05 1-800 -382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. ■ IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 1 LOCATION SERVICE TWO 2 WORKING DAYS 0 BEFORE COMMENCING WORK. - PROJECT: F: \2006 \2006 -0001 — Peterson Architecture — Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C1.0 EXISTING CONDITION — DEMO PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Friday -March 10, 2006 8:14:59 AM Cq C� C> OCI w W - I I6TH ST. RIW #200000037416 `_'ET ►,fin„ NAIL FD MAC NAIL � S 89 °51 '03" E 465.00' ASPHALT TV TV Rsr. ? ®008�•00�000000 ®e'er ® © ® ©oe Rsr. "r TV TV u v v [ Rsr. Rsr. ° ° -- FD SITFL INE CAP 0.1'E. OF LINT ry0' O, FD SIT: ELINE CAP 0.1'E. OF LINE © -9 '5 S -8 © D APPROX. RIGHT OF WAY ® 24.0' 155.8' LIMITS OF CONSTRUCTION ® O ® ® © ® = A = ® ® ® 0 = © © = = © © I ® a E? S T R - 7 40' B.S..L. o 15.0 PERELMAN 15 O ® #2003 -12320 X' © 7 DO AN, ©LID LO .0, N 'N 5.0' ��, FyA J D Y © ; .1 24.0 ?(l, , %Y 0 43 I .0' 24.0' © xy y y Y - © pA 12.0' '� ® 105.1' ^ 0 © / Q0 0 I 0 $ �y o orn ' ' i ro x PO 0 ► _ © 42.2' % 24.0' 24v c7. o I I #.F e:' - WC06 0 ® 8 ° 14.0' © I , .,t W D © O 5 W W Q �• O U U N a- 0- 01 © W a r. D �X 24.0' M I t O 0 CA O I .� r Rls 0, H j N 0.0, 24.0' �Y `0 ✓ W ® rA 3ES S° N •• C . I s N N �o° ;yy o o 0 , O � r^ I N X � N D ^ liJ ° STR -2 N 0 C)-) I STR -3 N 0 I A z °I 0 © to �D SCHNIIEinFR CAP 0.3'E. OF LINE 0 ® I ® to © I® ©I I0 13 0 I® ®( STR -1 --P" D SCHNEIDER CAP 0.1'W. OF LINE I ©I © I© ©I o i® ® 10 pl p I 110 ® D SCHNE!DER CAP 0.1'W. OF LINE I ° I© o to ®I o ® I to I ©I o ® I® ©I ° I0 ©I ° ° I® ©I 0 © I� 0 � 15' B.S..L. MITS OF �00 --N 9` 1`03` 1V4�5.�0 ® ®I® o oo 12 0 9P 2 \_FD BT CAP SITELINE CAP E. 0.3N 0.33, 0.2Y NORTH EBAR FD 0.2S SITE PLAN SCALE: 1" = 50' UNIVERSITY HIGH SCHOOL, INC. #2003 - 123207 EXISTING LEGEND LIGHT POLE UTILTIY POLE 0 SIGN MHO MANHOLE E- GUY WIRE - OHVV -- OVERHEAD WIRES -X -X FENCE CO O CLEANOUT PARKING SPACES GV O GAS VALVE BO BOLLARD Tel. Rsr. Rs r.O O TELEPHONE /TELEVISION RISER WATER METER © ELECTRIC METER GAS METER ® CATCH BASIN ® INLET � - 11 RIGHT OF WAY MONUMENT ® MONITORING WELL Dd WATER VALVE FH O FIRE HYDRANT (R) RECORD DISTANCE (M)MEASURED DISTANCE & BEARING EXISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp & Riggert, Inc., PROJECT NO: 5340(2733B) DATED: NOVEMBER 2, 2005. PROPOSED SITE LEGEND O *CO O O CD CD O CD CD 0 O SITE NOTES NEW SANITARY STRUCTURE NEW SANITARY SEWER CLEANOUT NEW STORM SEWER INLET NEW PIPE END SECTION NEW SWALE FLOWLINE NEW CONCRETE R/W PAVEMENT NEW ASPHALT PAVEMENT NEW ASPHALT PAVEMENT NEW 4" CONCRETE SIDEWALK NEW INTEGRAL WALK AND CURB (5' WIDE) NEW 6" CONCRETE CURB NEW CONCRETE TRANSFORMER PAD NEW SIDEWALK RAMP NEW CONCRETE INLET COLLAR NEW PAVEMENT MARKINGS NEW AREA LIGHT NEW CONCRETE PAVEMENT NEW ACCESSIBLE PARKING SIGN NEW ENTER SIGN NEW EXIT SIGN NEW EDGE OF ASPHALT PAVEMENT NEW DUMPSTER PAD 1. SEE SHEET "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS. 3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. 4. ALL DIMENSIONS ARE TO THE BACK OF CURB. 5. ALL RADII ARE TO BE 5.0' UNLESS NOTED OTHERWISE. SITE DATA TABLE_ SITE ZONING S1 PROJECT AREA 9.85± ACRES BUILDING AREA 17,691± SF PARKING PROVIDED: 9' X 20' XX SPACE(S) HOLEY MOLEY SAYS "DIG SAFELY" O .1 (j)� LIJ zw co Las C Z : co W io ' C �Z4W -00 4� d o II -4 loft i W ap'. Ul C3 i1 w ^ • ON O J p4V I dO Ca Z 1 �H 0 w a w a 0?1 01?, _ � o o F w 0- GOB w a 0� G a � G ONE' DATE DESCRIPTION CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATE: 1-12-05 1-800-382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. C200 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO 2 WORKING DAYS O BEFORE COMMENCING WORK. PROJECT: F-\2006\2006-0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C2.0 SITE PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Fridari -March 10, 2006 8:15:04 AM 3-10-06 TAC SUBMITTAL Uj Q z Z U) W z O U z J Q Q Ur J o N a Lij ry LL w F- (D U) O U) ft U > w J d W H CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATE: 1-12-05 1-800-382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. C200 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO 2 WORKING DAYS O BEFORE COMMENCING WORK. PROJECT: F-\2006\2006-0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C2.0 SITE PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Fridari -March 10, 2006 8:15:04 AM P" 9 1 (-1.1 G t� T \y t 46A 00' kip MCP \ � o TV Rsr. 03.7 ° C§9 N FD SIT J( SINE C;, E. OF L 111 - 00� 909 116TH ST. R/W #200000037416 SCI MAC 1.41%:L p FD MAG NAIL S,°1�aJ ° 51 ' 0 3 E NEW STORM SEWER INLET N NEW PIPE END SECTION + NEW SWALE FLOWLINE Tt, o Rsr. -� �TQti �� AS HALT �p ,QC) v �o v r��e•��o <- c- i ® ■ + 0.50 � 02.54 :�.�T °' �-- o °' p �b - .6 Op^� \ „sr.�_ o Rsr. � 0 + 0.5 " C� J tF SITELiNE CAP 0.1:E,cC`F LINE o °�� op��0 °�� © STR- + O. O o' ,pro + 50 I 02.9 STRG 8 I WF-H APPROX. RIGHT of WAY ®� ja �o o 0 + 0.50 ° CP ITS OF 614RUCION I ' rO O° _3 40' B.S..L. c�TR -7 .20 -let Q + 0. PERE MAN .,�° 0.50 0°7! 903.1 I o0 Cp\ 2.50 �- + 0.50 Cl: F4 I �J N / O 0.50 902.50 903.67 + . ti + 50 ' 9 3. 7 46A 00' kip MCP \ � o TV Rsr. 03.7 ° C§9 N FD SIT J( SINE C;, E. OF L 111 - 00� tx N o 40 CP TV + 0.50 © �' o ® Doti' 903.11 + .5 0. + 0.50'- I+ 0.50 903.56 03.45 909 0.5 ° © NEW STORM SEWER INLET N NEW PIPE END SECTION + NEW SWALE FLOWLINE 99.58 TOP OF CURB ELEV. GUTTER ELEV. .. 99. 08 ® ■ tx ' Op C0"� .6 Op^� �® + 0.5 903.1 '� + ' o' ,pro + 50 U a) 4 902.-0 I WF-H ja �o + 0.50 9 0 .20 tx N o 40 CP TV + 0.50 © �' o ® Doti' 903.11 + .5 0. + 0.50'- I+ 0.50 903.56 03.45 'd O rn 0 o� 0 Q�) 0.5 NEW SANITARY SEWER CLEANOUT © NEW STORM SEWER INLET N NEW PIPE END SECTION + NEW SWALE FLOWLINE 99.58 TOP OF CURB ELEV. GUTTER ELEV. .. 99. 08 • • 0.50 0 ■ 02.83 .6 '1 + 0.5 903.1 '� Cg ' o' ,pro + 50 U a) 4 902.-0 I � - 'd O rn 0 o� 0 W \ too tK I � o o � N 0.50 Y �' • 903.04 0 + 43 . + 0.50 903.00 �- 902.50 + 0.50 I 902.62 STR -3 0 1K. z o'` o °� D SCHN�IP.4 GAP 0.3'E. OF LINE 0 r I Q ju 4-1 ja °I � � U 9 / �D SCF NCI-ER C, -- 0 °I ° Nb, V` � I I ° I ° 131 D SCNr EIDER CAD CQ M + 05 �5 9 + 0.50 o o STR -4 903.72 + 0.50 903.58 tK Cr ° I O cg� ° °� �h C0 ° o� C §) tK °I CP ® 15' B. S.. L. �� 1 /� ® ®� ®� ® ©� 0 I� 1 V Y Y 4 6 5. dMfP3 -@F CC�ht3TRt1CTi@Pt- \,_FD BT CAP °§° 0.3S, 0.2'N SITE GRADING PLAN SCALE: 1" = 50' •• I o opt. o 0 I0 C4 �® �o I © � 10 0 I0 ® I ° o ° I 0 I NORTH T ti ooh h CP D SITELINE CAP 1.2E, 0.3N FD 0.2S UNIVERSITY HIGH SCHOOL, INC. #2003- 123207 EXISTING LEGEND LIGHT POLE UTILTIY POLE 0 SIGN MHO MANHOLE �- GUY WIRE -OHW- OVERHEAD WIRES -X -X FENCE CO O CLEANOUT PARKING SPACES GV O GAS VALVE Bo BOLLARD Tel. Rsr. O Rsr .O TELEPHONE /TELEVISION RISER WATER METER © ELECTRIC METER GAS METER ® CATCH BASIN ED INLET � • 11 RIGHT OF WAY MONUMENT ® MONITORING WELL X WATER VALVE FH 0 FIRE HYDRANT (R) RECORD DISTANCE (M)MEASURED DISTANCE & BEARING EXISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp & Riggert, Inc., PROJECT NO: 5340(2733B) DATED: NOVEMBER 2, 2005. PROPOSED GRADING LEGEND © NEW SANITARY STRUCTURE 0.5 NEW SANITARY SEWER CLEANOUT © NEW STORM SEWER INLET NEW PIPE END SECTION + NEW SWALE FLOWLINE 99.58 TOP OF CURB ELEV. GUTTER ELEV. �il'�III 'iIIII MON. • , , 99. 08 • • NEW GRADE ■ 903.7 W \ too tK I � o o � N 0.50 Y �' • 903.04 0 + 43 . + 0.50 903.00 �- 902.50 + 0.50 I 902.62 STR -3 0 1K. z o'` o °� D SCHN�IP.4 GAP 0.3'E. OF LINE 0 r I Q ju 4-1 ja °I � � U 9 / �D SCF NCI-ER C, -- 0 °I ° Nb, V` � I I ° I ° 131 D SCNr EIDER CAD CQ M + 05 �5 9 + 0.50 o o STR -4 903.72 + 0.50 903.58 tK Cr ° I O cg� ° °� �h C0 ° o� C §) tK °I CP ® 15' B. S.. L. �� 1 /� ® ®� ®� ® ©� 0 I� 1 V Y Y 4 6 5. dMfP3 -@F CC�ht3TRt1CTi@Pt- \,_FD BT CAP °§° 0.3S, 0.2'N SITE GRADING PLAN SCALE: 1" = 50' •• I o opt. o 0 I0 C4 �® �o I © � 10 0 I0 ® I ° o ° I 0 I NORTH T ti ooh h CP D SITELINE CAP 1.2E, 0.3N FD 0.2S UNIVERSITY HIGH SCHOOL, INC. #2003- 123207 EXISTING LEGEND LIGHT POLE UTILTIY POLE 0 SIGN MHO MANHOLE �- GUY WIRE -OHW- OVERHEAD WIRES -X -X FENCE CO O CLEANOUT PARKING SPACES GV O GAS VALVE Bo BOLLARD Tel. Rsr. O Rsr .O TELEPHONE /TELEVISION RISER WATER METER © ELECTRIC METER GAS METER ® CATCH BASIN ED INLET � • 11 RIGHT OF WAY MONUMENT ® MONITORING WELL X WATER VALVE FH 0 FIRE HYDRANT (R) RECORD DISTANCE (M)MEASURED DISTANCE & BEARING EXISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp & Riggert, Inc., PROJECT NO: 5340(2733B) DATED: NOVEMBER 2, 2005. PROPOSED GRADING LEGEND © NEW SANITARY STRUCTURE 0.5 NEW SANITARY SEWER CLEANOUT © NEW STORM SEWER INLET NEW PIPE END SECTION + NEW SWALE FLOWLINE 99.58 TOP OF CURB ELEV. GUTTER ELEV. NEW SPOT ELEVATION 99. 08 / NEW GRADE 903.1 C 903.7 .6 : O .. 0%-,501 a.68 50 '� + 0.50 -` i it r.. O U a) 4 03. 0 903.83 N STR -5 / + 0. 903.1 + 0.50 F4 0. / f 903.67 9 ti + 50 o° oA o + 0.50 903.' 903.60 + 0.50 0.50 /> 1' 903.10 90 58 W \ too tK I � o o � N 0.50 Y �' • 903.04 0 + 43 . + 0.50 903.00 �- 902.50 + 0.50 I 902.62 STR -3 0 1K. z o'` o °� D SCHN�IP.4 GAP 0.3'E. OF LINE 0 r I Q ju 4-1 ja °I � � U 9 / �D SCF NCI-ER C, -- 0 °I ° Nb, V` � I I ° I ° 131 D SCNr EIDER CAD CQ M + 05 �5 9 + 0.50 o o STR -4 903.72 + 0.50 903.58 tK Cr ° I O cg� ° °� �h C0 ° o� C §) tK °I CP ® 15' B. S.. L. �� 1 /� ® ®� ®� ® ©� 0 I� 1 V Y Y 4 6 5. dMfP3 -@F CC�ht3TRt1CTi@Pt- \,_FD BT CAP °§° 0.3S, 0.2'N SITE GRADING PLAN SCALE: 1" = 50' •• I o opt. o 0 I0 C4 �® �o I © � 10 0 I0 ® I ° o ° I 0 I NORTH T ti ooh h CP D SITELINE CAP 1.2E, 0.3N FD 0.2S UNIVERSITY HIGH SCHOOL, INC. #2003- 123207 EXISTING LEGEND LIGHT POLE UTILTIY POLE 0 SIGN MHO MANHOLE �- GUY WIRE -OHW- OVERHEAD WIRES -X -X FENCE CO O CLEANOUT PARKING SPACES GV O GAS VALVE Bo BOLLARD Tel. Rsr. O Rsr .O TELEPHONE /TELEVISION RISER WATER METER © ELECTRIC METER GAS METER ® CATCH BASIN ED INLET � • 11 RIGHT OF WAY MONUMENT ® MONITORING WELL X WATER VALVE FH 0 FIRE HYDRANT (R) RECORD DISTANCE (M)MEASURED DISTANCE & BEARING EXISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp & Riggert, Inc., PROJECT NO: 5340(2733B) DATED: NOVEMBER 2, 2005. PROPOSED GRADING LEGEND © NEW SANITARY STRUCTURE 9 C.O. NEW SANITARY SEWER CLEANOUT © NEW STORM SEWER INLET NEW PIPE END SECTION > 0 0 NEW SWALE FLOWLINE 99.58 TOP OF CURB ELEV. GUTTER ELEV. NEW SPOT ELEVATION 99. 08 1.009 NEW GRADE GRADING NOTES. ACGRADING GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (Location, size, and depth) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 6. TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. & CONTACT UTILITY COMPANIES PRIOR TO REMOVAL OR ABANDONING OF ANY EXISTING UTILITY LINE. HOLEY MOLEY SAYS "DIG SAFELY" co 0 w a w a Lol i8 U co ZC_ O O LC O � O Lw o p CO : O .. i °' o i it r.. O U a) 4 N 0?1 w G O� P� �G� GO\v DATE DESCRIPTION 3-10-06 TAC SUBMITTAL ode J LL W H W Z z w Q = Q J U ran z 0 v � U Z ~ = Q W � (D ry � W (D w Z z fn O Z) U W J CLIENT AME: ERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED:KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATER -12 -05 1 -800- 382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. C3mO IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 1 LOCATION SERVICE TWO 2 WORKING DAYS 0 BEFORE COMMENCING WORK. PROJECT: F: \2006 \2006 -0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C3.0 SITE GRADING PLAN.dwg PLOTTED BY.-R.C. BERGER DATE: Friday, -March 10, 2006 8:15:11 AM CLIENT AME: ERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED:KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATER -12 -05 1 -800- 382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. C3mO IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF 1 LOCATION SERVICE TWO 2 WORKING DAYS 0 BEFORE COMMENCING WORK. PROJECT: F: \2006 \2006 -0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C3.0 SITE GRADING PLAN.dwg PLOTTED BY.-R.C. BERGER DATE: Friday, -March 10, 2006 8:15:11 AM UM rJ'J O F_ r r^ A 116TH ST. R./W #200000037416 SET MAG NAIL 1:O 0 FD MAG NAIL TV Rsr. _E 0J 51 U, , E ��� �o� 46 00 HALT \ / 00 TV "",° 2�3 t' Qla •' oert ' �v p' .. . C� ��2 O = 894.56 \,,wsr. g q O N - � \�SITEL.INE CAP 0.1'E,c�F LINE O�rO O /Rsr. I ° 01 0 O�oO 33' OF 2 � c © INV OI.L�� ELEV = 897.86 10.00% o- o� S�8 8 INV IN � cam Rsr. off`' /A �' � °�° "� • � � " " 0 po Off. O FD SITE StiE CAP 0.1'E. OF � B 1 APPROX. RIGHT OF WAY O° pQ, rrs 0 C?VONSTRUCT O� / '�� '� °`L� "�' p ^� O�`L © p0 oao 0© CR 9a o ©C2 =i6i v ®ew ° 7 g C 40 B.S..L. T.C. = 9 .53 0� © I REI�p:tAN �� ©I 1 © #RO03- 123207 N g o0 0 00 ©I � o o i �•x q � p N O� ' I rn a, ® 00 ©I 6 T.C. = 903. © OUT ELEV = 89 d6 I � j o 1 LO °� ° / / -� ©I ® U Lf IN I�'.F.E.' X06 ®` . -903.7 ELEV = 891, 8 INV IN ELEV = 891. 8 © UT ELE - a J M CL o � N 4 0 T.C. =903.6 - ® n ,5^� INV OUT ELEV - 891 ^ ©I � ® y W © { ^ rn ro N CD lJ J. 245' OF 15" RCP ® 0.33% 9 �I ^ 0 I`� STIR -22 N 0 S1R4 -33 T.C. = 902.67 N 0 I T.C. = 902.52 INV IN ELEV = 891.47 I ^ © INV OUT ELEV = 892.28 INV IN ELEV = 891.47 o V IN ELEV = 891.47 y. z 1n\ o N OUT ELEV = 89 .p G �. al o° o° 0 O o [D SCHNEID CAP 0.3'E. OF LINE o, I © o (n © 0 0 1 O ® '� I ° o CP 10 0 ro I INV IN ELEV = 890.91 Q- D SCE NEICE" CA? C.1'�,�,. Cr LINE q �I ° I© I I ® la I ID SCHNEICER CAP 0.1'� ° ?. OF LINE �O la p I CO N� I ° 3 I° \� © 0� 4h ° l°°. 0 � -C ° l ID ©I ° © 0 15' B.S..L. �_ ®12 C312o�IO ®01�1�9° 1 � W-4 5:0-0 a C3 C3 C3 ®oC3 ®CP All, \_FD BT CAP °�� FD SITELINE CAP 0.2E. 0.3N 0.3S. 0.2W REBAR FD 0.2S NORTH SITE UTILITY PLAN EXISTING LEGEND i LIGHT POLE UTILTIY POLE SIGN MHO MANHOLE � GUY WIRE -OH VI�OVERHEAD WIRES -X -X FENCE COO CLEANOUT PARKING SPACES GV O GAS VALVE Bo BOLLARD Tel. TV Rsr.O O TELEPHONE /TELEVISION RISER y� WATER METER © ELECTRIC METER C� GAS METER ® CATCH BASIN ® INLET �• 11 RIGHT OF WAY MONUMENT ® MONITORING WELL X WATER VALVE FH O FIRE HYDRANT R) RECORD DISTANCE (M)MEASURED DISTANCE & BEARING EXISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp & Riggert, Inc., PROJECT NO: 5340(2733B) DATED: NOVEMBER 2, 2005. m PROPOSED UTILITY LEGEND ° w a W FIRE HYDRANT a W WATER O? TEL TELEPHONE GAS GAS LINE GAS GAS METER EL UNDERGROUND ELECTRIC � A�'� C Q ® TRANSFORMER GOB pP G��� OE ELECTRIC METER 0- �� P` ��_ .. M N pNS� SS SANITARY SEWER G SS -©-- SANITARY MANHOLE SS C.O. SANITARY SEWER CLEAN OUT STM STORM SEWER STM Q- STORM SEWER INLET Sim -�: PIPE END SECTION UTILITY NOTES a io I AL c� ao O �d d L'Ow� c w W O LU y 1� If w L16 ONE � C - /y°'a Cb 1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER LINES AND FIRE PROTECTION WITHIN BUILDINGS. 2. COMPACTED GRANULAR BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING �T UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UNIVERSITY HIGH SCHOOL, INC. SUPPORT AND MAINTENANCE DURING UCONSTRUCCTION (INS COOPERATION EWITH APPLICABLE #2003 - 123207 UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. RCP = REINFORCED CONCRETE PIPE CLASS III PVC = POLYVINYL CHLORIDE - SANITARY SEWER - ASTM D -3034, SDR -35 HCSP = HELICALLY CORRUGATED STEEL PIPE - 16 GAUGE ALUMINIZED 5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING. RIGID PIPE TO BE INSTALLED PER ASTM C -12. 6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS). 7. FOR SITE DETAILS SEE SHEET(S) "C10.0 ". 8. FOR SITE SPECIFICATIONS SEE SHEET "C9.0 ". 9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET(S) "C7.0" & "C8.0 ". 10. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. HOLEY MOLEY SAYS "DIG SAFELY" DATE DESCRIPTION CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATER -12 -05 1- 800 -382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE ■ PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF O LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F:\2006\2006-0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C4.0 SITE UTILITY PLAN.dwg PLOTTED BY. R.C. BERGER DATE: Friday, -March 10, 2006 8:15:21 AM I AL Uj z U) O w v z J d a Lu (D z O U w J J J = U) x � � > w � j D w I- c!) W F- CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATER -12 -05 1- 800 -382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE ■ PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF O LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT: F:\2006\2006-0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C4.0 SITE UTILITY PLAN.dwg PLOTTED BY. R.C. BERGER DATE: Friday, -March 10, 2006 8:15:21 AM 00 C� c O C�J w V) Cf� 1 a 6TI -1 ST. PM T #200000037416 r:, +'L S89 °51 '03" E FD r.�A; NAIL / ASPHALT 465.00' T� T" Rsr. Rsr. i TV TV Rsr. Rsr. S!TE1_IN_ C1'' C1'E. OF LI'•:E © FD SITELIPJE CAP 0.1'E. OF LINE---U- S © TR -9 STR -8 0 APPROX. RIGHT OF WAY »r � LIMITS OF CONSTRUCTION 7 1=11 A © 1= 1= ®© I = I© 93 1=11 I© ©® 0 0 STR -7 40' B.S..L. > > ® PEP.Ff -Tx AN 1 _) f 0 7 t I 0 � © AC ®I 4 0 jj�_ - 0 of o STR -6 Az ®1 / Ac 1 jp © /; i Pn U�LDi © Y / F.F.E: STR -5 AC '7 °' EL 1 f N© 8 '� I , , STR -4 p N O1 � W TC al , N , N NI d- o� A 1 7 STR -2 N 0 � 1 Tc TR N TC z ° 1 !� 0 1 n SC14NJFI^�^ CAS' 0.3'E. C� L!rlc 0 I ©I U) o I© ©1 © I© of © I© ©1 ® 10 ® I STR -1 © p I© if \ 0.1'V1. Cr LIN-_ 131 / \ ®I o © I© la 0 ©1 © i© ©I © I I Io 01 I� © I 131 . to ©1 I I ® I® °1 © I I® I © °1 © I ©1 01 _ I© ©1 © I© ® � 15' B.S..L. �- 0 ©0000000000 ©OO1�1�9° 1103- 1_465 0 ®0® o a o0000� \_FD CT CAP SITE LANDSCAPE PLAN SCALE: 1" = 50' SITELINE CAP _. 0.3N UNIVERSITY HIGH SC #2003 -12320 NORTH 18" BUILDING WALL WASHED RIVER ROCK 1 "0 MIN.- 1 -1/2" 0 MAX. FINISHED LAWN OR PLANTING BED -SEE PLAN s X/5,0.00 1/8" X 4" STEEL EDGING WITH 0 00 � � ��" 0o 0o o 0o p % o 000 ° STAKING l o 0° ° °Q� �o (SEE SPECQo .) o°0 o }0 �mo Co o 0� ° 0O h 00 0o o�o�° �° �/ �/ WEED BARRIER / // (SEE SPEC.) // COMPACTED SUBGRADE SLOPE 1/4" PER FT. C, R A \/F I nn nIAi QTQ D AWAY FROM WALL NO REMOVE MULCH FROM _ 12 �� " 11= TREE COLLAR —' 1" HIGH SAUCER SHAPED BERM SET TO OF BALL 3/4" ABOVE FINISH �d 117 ! I, ! �I I GRADE TO ALLOW FOR SETTLEMENT REMOVE TOP 1/3 OF BURLAP. UNDISTURBED SUBGRADE PLATFORM SETTLE MIX AROUND BALL BY WATERING SECTION TREEPLANTING DETAIL N.T.S. GENERAL NOTE: 1. THE SAME GENERAL PRINCIPLES AS ARE INDICATED, WILL APPLY TO TRANSPLANTED EVERGREEN SHRUBS. 2. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. CLEANLY PRUNE ONLY DAMAGED, DISEASED OR WEAK BRANCHES. SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. CUT AND REMOVE TOP 1/3 OF BURLAP. 3" SHREDDED HARDWOOD BARK MULCH. CREATE EARTH SAUCER. BACKFILL WITH EXISTING SOIL. (SEE SPEC.) SHRUB PLANTING DETAIL EXISTING LEGEND LIGHT POLE UTILTIY POLE 0 SIGN MHO MANHOLE F"— GUY WIRE —OHW— OVERHEAD WIRES —X —X FENCE CO O CLEANOUT PARKING SPACES GV O GAS VALVE BO BOLLARD Tel. TV Rsr.O Rsr O TELEPHONE /TELEVISION RISER WATER METER © ELECTRIC METER GAS METER ® CATCH BASIN ED INLET � • 11 RIGHT OF WAY MONUMENT ® MONITORING WELL X WATER VALVE FH O FIRE HYDRANT (R) RECORD DISTANCE (M)MEASURED DISTANCE & BEARING EXISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp & Riggert, Inc., PROJECT NO: 5340(2733B) DATED: NOVEMBER 2, 2005. LANDSCAPE NOTES PLANTING NOTES : 1. ALL PLANT MATERIAL IS TO BE PROVIDED WITH A ONE -YEAR REPLACEMENT GUARANTEE AND SHALL BE REPLACED IF DEAD, DYING, OR OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT. 2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE. 3. NOTIFY THE LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE UNSUITABLE OR OTHER UNFORESEEN CONDITIONS ARE FOUND. 4. ALL PLANT MATERIAL SHALL BE IN CONFORMANCE WITH THE "AMERICAN STANDARD FOR NUSERY STOCK" ANSI Z60.1. LATEST EDITION. 5. SUBSTITUTIONS FOR THE SPECIFIED LANDSCAPE MATERIAL CAN BE PROPOSED BY THE CONTRACTOR AND CHANGES CAN BE MADE UPON APPROVAL IN WRITING BY THE LANDSCAPE ARCHITECT. 6. THOROUGHLY WATER ALL PLANT MATERIAL WITHIN SIX (6) HOURS OF INSTALLATION. 7. THE SITE IS TO BE LEFT IN A CLEAN AND NEAT CONDITION AT ALL TIMES. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD SERVICES AND UTILITIES WITHIN THE CONTRACT WORK AREAS. PROVIDE ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 9. IN CASE OF DISCREPENCY BETWEEN NUMBER OF PLANTS SHOWN ON PLAN AND SCHEDULE, PLAN SHALL SUPERCEED. MISCELLANEOUS PLANTING MATERIALS: 1. MULCH: FINELY SHREDDED HARDWOOD BARK, AGED. THREE (3) INCH DEPTH FOR ALL PLANTING BEDS AND TREE SAUCERS. 2. BACKFILL MIX: ROTOTILL THREE (3) CUBIC YARDS PEAT MOSS PER 100 SF AREA FOR ALL PLANTING BEDS. FURTHER AMEND BACKFILL MIX FOR TREE PLANTING WITH 1 CUP EACH AGRICULTURAL SULFUR AND HYDRATED IRON. 3. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. 4. ALL LANDSCAPE BEDS SHALL BE SPADE EDGED TO A DEPTH OF 6" STEEL POST W/ 2 COATS FLAT BLACK DOUBLE STRAND TWISTED CABLE wN LOCATION OF POSTS SHALL BE PLANT RELATIVE TO DIRECTION OF PREVAILING WINDS SYMBOL QTY PLAN ROOT BALL SIZE REMARKS TREES Mu O w Q� U PRUNE AS SPECIFIED BY LANDSCAPE AMELANCHIER GRANDIFLORA ARCHITECT. DO NOT CUT LEADER. 6' HT. THIN BRANCHES BY 113, RETAINING TC 19 NORMAL TREE SHAPE. PAINT ALL GREENSPIRE LINDEN CUTS OVER 3/8" W/ APPROVED PAINT. B &B ALL TREES UP TO 2 1/2" CAL. TO BE PICEA GLAUCA 'DENSATA' BLACK HILLS SPRUCE STAKED, OVER 2 1/2" CAL TO BE GUYED. MATCHED, B &B SHRUBS CABLE ENCASED IN RUBBER HOSE. METAL POST SET INTO UNDISTURBED JP 19 JUNIPERUS HORIZONTALIS 'PLUMOSA' SOIL A MINIMUM OF 6" 12 "- 15" SPR. CONT. 24" O.C. TREE WRAP MATERIAL LIGUSTRUM 3" SHREDDED HARDWOOD BARK MULCH REMOVE MULCH FROM _ 12 �� " 11= TREE COLLAR —' 1" HIGH SAUCER SHAPED BERM SET TO OF BALL 3/4" ABOVE FINISH �d 117 ! I, ! �I I GRADE TO ALLOW FOR SETTLEMENT REMOVE TOP 1/3 OF BURLAP. UNDISTURBED SUBGRADE PLATFORM SETTLE MIX AROUND BALL BY WATERING SECTION TREEPLANTING DETAIL N.T.S. GENERAL NOTE: 1. THE SAME GENERAL PRINCIPLES AS ARE INDICATED, WILL APPLY TO TRANSPLANTED EVERGREEN SHRUBS. 2. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. CLEANLY PRUNE ONLY DAMAGED, DISEASED OR WEAK BRANCHES. SHRUB SHALL BEAR SAME RELATION TO FINISH GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. CUT AND REMOVE TOP 1/3 OF BURLAP. 3" SHREDDED HARDWOOD BARK MULCH. CREATE EARTH SAUCER. BACKFILL WITH EXISTING SOIL. (SEE SPEC.) SHRUB PLANTING DETAIL EXISTING LEGEND LIGHT POLE UTILTIY POLE 0 SIGN MHO MANHOLE F"— GUY WIRE —OHW— OVERHEAD WIRES —X —X FENCE CO O CLEANOUT PARKING SPACES GV O GAS VALVE BO BOLLARD Tel. TV Rsr.O Rsr O TELEPHONE /TELEVISION RISER WATER METER © ELECTRIC METER GAS METER ® CATCH BASIN ED INLET � • 11 RIGHT OF WAY MONUMENT ® MONITORING WELL X WATER VALVE FH O FIRE HYDRANT (R) RECORD DISTANCE (M)MEASURED DISTANCE & BEARING EXISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp & Riggert, Inc., PROJECT NO: 5340(2733B) DATED: NOVEMBER 2, 2005. LANDSCAPE NOTES PLANTING NOTES : 1. ALL PLANT MATERIAL IS TO BE PROVIDED WITH A ONE -YEAR REPLACEMENT GUARANTEE AND SHALL BE REPLACED IF DEAD, DYING, OR OTHERWISE UNACCEPTABLE TO THE LANDSCAPE ARCHITECT. 2. SCHEDULE A PRE - CONSTRUCTION CONFERENCE PRIOR TO SOURCING OF PLANT MATERIAL AND ANY WORK ON -SITE. 3. NOTIFY THE LANDSCAPE ARCHITECT IF SITE CONDITIONS ARE UNSUITABLE OR OTHER UNFORESEEN CONDITIONS ARE FOUND. 4. ALL PLANT MATERIAL SHALL BE IN CONFORMANCE WITH THE "AMERICAN STANDARD FOR NUSERY STOCK" ANSI Z60.1. LATEST EDITION. 5. SUBSTITUTIONS FOR THE SPECIFIED LANDSCAPE MATERIAL CAN BE PROPOSED BY THE CONTRACTOR AND CHANGES CAN BE MADE UPON APPROVAL IN WRITING BY THE LANDSCAPE ARCHITECT. 6. THOROUGHLY WATER ALL PLANT MATERIAL WITHIN SIX (6) HOURS OF INSTALLATION. 7. THE SITE IS TO BE LEFT IN A CLEAN AND NEAT CONDITION AT ALL TIMES. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND IDENTIFY EXISTING UNDERGROUND AND OVERHEAD SERVICES AND UTILITIES WITHIN THE CONTRACT WORK AREAS. PROVIDE ADEQUATE MEANS OF PROTECTION OF UTILITIES AND SERVICES DESIGNATED TO REMAIN. REPAIR UTILITIES DAMAGED DURING WORK OPERATIONS AT CONTRACTOR'S EXPENSE. 9. IN CASE OF DISCREPENCY BETWEEN NUMBER OF PLANTS SHOWN ON PLAN AND SCHEDULE, PLAN SHALL SUPERCEED. MISCELLANEOUS PLANTING MATERIALS: 1. MULCH: FINELY SHREDDED HARDWOOD BARK, AGED. THREE (3) INCH DEPTH FOR ALL PLANTING BEDS AND TREE SAUCERS. 2. BACKFILL MIX: ROTOTILL THREE (3) CUBIC YARDS PEAT MOSS PER 100 SF AREA FOR ALL PLANTING BEDS. FURTHER AMEND BACKFILL MIX FOR TREE PLANTING WITH 1 CUP EACH AGRICULTURAL SULFUR AND HYDRATED IRON. 3. SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. 4. ALL LANDSCAPE BEDS SHALL BE SPADE EDGED TO A DEPTH OF 6" HOLEY MOLEY SAYS "DIG SAFELY" z m 0 w IL w olf a O wN PLANT LIST. SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE REMARKS TREES Mu O w U AC 20 AMELANCHIER GRANDIFLORA APPLE SERVICEBERRY 6' HT. SHRUB FORM, B &B TC 19 TILIA CORDATA 'GREENSPIRE' GREENSPIRE LINDEN 2 -1/2" CALIPER B &B PN 5 PICEA GLAUCA 'DENSATA' BLACK HILLS SPRUCE 7' -8' HT MATCHED, B &B SHRUBS JP 19 JUNIPERUS HORIZONTALIS 'PLUMOSA' ADNORRA JUNIPER 12 "- 15" SPR. CONT. 24" O.C. PR 21 LIGUSTRUM PRIVET 3'- 5' DIAMETER NONE PERENNIALS PE 6 PENNISETUM ALOPECUROIDES FOUNTAIN GRASS 2 GAL CONT. 3' 0. C. HOLEY MOLEY SAYS "DIG SAFELY" z m 0 w IL w olf a O wN tog) H O O .. �: d � Mu O w U LU Q y ate= J �� - o �y m . a IOU) O� NS \v iY W GG -� �pP � G G-��O Q `vO �s'�� O U) DATE DESCRIPTION 3 -10 -06 TAC SUBMITTAL LIJ �L Z U) J W z O U J Q J o v —J U Lu. LL U) 0� W C9 (1� � 2 z F_ 0 C/) v U > W J W F�— z a J d W U) Q U r") Z Q J W F- M CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED:KJR APPROVED: MLD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATE:1 -12 -05 1-800-382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. C5mO IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO (2 WORKING DAYS 10 BEFORE COMMENCING WORK. 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[Aid may. .�q -•- - -�- jy —•�l� •� Sly �.y .�w� C �.y .may may/ �•J;.�.j�y�j� c 0 ii ®•IO i1i it I� III�IIl� Y W W W - ® ® C I� = 0 rl� il�i ® tfI iii it \_FD BT CAP O 0.3S, 0.2N REBA NORTH SITE EROSION CONTROL PLAN KT*'1111\ SCALE: 1" = 50' D ,* COQ l�l` COQ' FD SITELINE CAP 0.2E, 0.3N FD 0.2S UNIVERSITY HIGH SCHOOL, INC. #2003 - 123207 EXISTING LEGEND LIGHT POLE yS UTILTIY POLE 0 SIGN MHO MANHOLE (--- GUY WIRE —OH*— OVERHEAD WIRES _X _X FENCE CO O CLEANOUT PARKING SPACES GV 0 GAS VALVE BO BOLLARD Tel. TV Rs". Rsr. O O TELEPHONE /TELEVISION RISER @j• WATER METER © ELECTRIC METER GAS METER ® CATCH BASIN ® INLET � - 0 RIGHT OF WAY MONUMENT ® MONITORING WELL Da WATER VALVE FH O FIRE HYDRANT (R) RECORD DISTANCE (M)MEASURED DISTANCE & BEARING EXISTING CONDITIONS / TOPOGRAPHIC SURVEY WAS PROVIDED BY Bledsoe Tapp & Riggert, Inc., PROJECT NO: 5340(2733B) DATED: NOVEMBER 2, 2005. SITE EROSION CONTROL LEGEND EROSION CONTROL FENCE INLET PROTECTION RIPRAP TEMPORARY SEEDING EROSION CONTROL MAT EROSION CONTROL NOTES 1. SEE SHEET(S) "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS 3. ALL CONSTRUCTION WITHIN STATE ROAD RIGHT –OF –WAY SHALL CONFORM WITH THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 4. ALL CONSTRUCTION WITHIN PUBLIC RIGHT –OF –WAY SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. 5. MAXIMUM LAWN SLOPE IS 3:1. 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. HOLEY MOLEY SAYS "DIG SAFELY" co 0 w Q W a L i$ r V_ 1�I Nd NNININ EROSION CONTROL FENCE INLET PROTECTION RIPRAP TEMPORARY SEEDING EROSION CONTROL MAT EROSION CONTROL NOTES 1. SEE SHEET(S) "C10.0" FOR SITE DETAILS. 2. SEE SHEET "C9.0" FOR SITE SPECIFICATIONS 3. ALL CONSTRUCTION WITHIN STATE ROAD RIGHT –OF –WAY SHALL CONFORM WITH THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 4. ALL CONSTRUCTION WITHIN PUBLIC RIGHT –OF –WAY SHALL CONFORM TO THE CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION. 5. MAXIMUM LAWN SLOPE IS 3:1. 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. HOLEY MOLEY SAYS "DIG SAFELY" co 0 w Q W a L i$ 3-10-06 V_ LY 1yNN to y�to O C to co 4 O Ow CO afto O O W �4lco Q W Zo w 1116. WHIZ J O d O 'a U) w � �O� • P¢E o O VVO� w GO �QP v0�� NO N--V� O co G DATE DESCRIPTION CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MILD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATER -12 -05 1-800-382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE C600 PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO ( 2 ) DAY S WORKING O BEFORE COMMENCING WORK. PROJECT. F:\2006\2006-0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C6.0 SITE EROSION CONTROL PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Friday, -March 10, 2006 8:15:34 AM 3-10-06 TAC SUBMITTAL w � a = z J d (n O W Z> U J 0 ry Q� LU z o U W J CL u- o = � > z p Z 0 �n o � w W :2 W U) H CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MILD "IT'S THE LAW" DRAWN: RCB CHECKED BY: KJR CALL 2 WORKING DAYS BEFORE YOU DIG SCALE: 1" = 50' DATER -12 -05 1-800-382 -5544 PROJECT NO.: 2006 -0001 CALL TOLL FREE C600 PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND OF LOCATION SERVICE TWO ( 2 ) DAY S WORKING O BEFORE COMMENCING WORK. PROJECT. F:\2006\2006-0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C6.0 SITE EROSION CONTROL PLAN.dwg PLOTTED BY: R.C. BERGER DATE: Friday, -March 10, 2006 8:15:34 AM II II II II II II II II SILT FENCE, SEE DETAIL C206 FOR ADDITIONAL INFORMATION. KEEP SILT FENCE IN PLACE UNTIL GRASS IS WELL ESTABLISHED. 0 I M O I iD 0 ro 3' -0" 3' -0" EROSION CONTROL BLANKET NORTH AMERICAN GREEN S150 6' -0" OR EQUAL. FOR SECURING THE BLANKET USE A STAPLE PATTERN OF 3.5 STAPLES PER SQ. YD. EROSION CONTROL @END SECTION INLETS TION - - D 50= 12 I I PIPE CULVERT 3 X DIA. (MINIMUM) 12" OF RIP -RAP `2° WOVEN FLOW _ GEOTEXTILE END VIEW PLAN VIEW 4l S40 f `OP` ORIGINAL GROUND PIPE N CULVERT I NO OVERFALL FLOW - - - - -� �_ MEW RIP -RA 2" WOVEN COMPACTED SOIL GEOTEX41LE 6' -0" MINIMUM CROSS- SECTION D50 =50% OF RIP -RAP EQUALS THE SIZE END SECTION - DISCHARGE- RIPRAP INSTALLATION FABRIC = AMOCO 4535 2 "X2" HARDWOOD NONWOVEN POSTS SPACED _z COMPACTED - 6' O.C. co SOIL z 00 EX. SUBGRADE SEDIMENT CONTROL FENCE 275 250 FLOW w 225 E 200 Z 175 = 150 Z125 �- U3 100 w 75 0 50 i 25 0 SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 12' BERM AROUND PERIMETER 12" MIN - _ - - GROUND SURFACE 2' -0" MIN - - - COMPACTED EMBANKMENT - - - - MATERIAL TYP. 15'x15' MIN OR ID OR FLATTER S AS REQUIRED TO SIDE SLOPES CONTAIN WASTE CONUREIE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL_ GENERAL STAPLE RECOMMENDATIONS B C C C D E B A A B B 4:1 3:1 2:1 1:1 LOW MED /HIGH FLOW FLOW CHANNEL CHANNEL SLOPE GRADIENT AND AND NOTES: SHORELINE SHORELINE 1. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS. 2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. 4. CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE SLOPES REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. 5. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT MANUFACTURER. EROSION CONTROL BLANKET STAPLE PATTERN 2 " -5" (5cm- 12.5cm) 12" (30 cm) ♦ �. ♦ ♦ •I .r . .• . ♦ �. W • ♦ . • .� . . . . . . 60 3B . (15 cm) N(l O ( cm ) 7.5 3A 5 :.t:: : : :� ... :::: Z J z O O 0Z� °zm W0� WOJ 5' I SEE DEVELOPMENT PLAN FOR WIDTH (VARIES) I 5 CHANNEL q PROPOSED CE GRADE CHANNEL RELOCATION SECTION 00 0 x 0.75' x 0.7 STAPLES PER SQ. YD. 1.15 STAPLES PER SQ. YD 0 x x x D0 X X X 0.38' 1 0.38' 1 0.38' 0.38' x x x 0.75' x x x 3.4 STAPLES PER SQ. YD. SEE EROSION CONTROL PLAN FOR / EROSION CONTROL BLANKET AND SEEDING 0 0 rn x x 0 C x 0.75' x x 0.38' I 0.75' 1 0.38' x LO 0 0 rn I x x x 0 E X X X X 0.38' 0.38' 0.38' 0.19' 0.19' x x x 0.75' x x x x 3.75 STAPLES PER SO. YD. S, 3' MIN. SANDBAG CURB INLET SEDIMENT BARRIER • O 0 . O O O O 0 \ 0 • o O • o °0 •0 °00 O °0•o °0• o ° ° 0 0 0 0• o PUBLIC ROAD o o o • coo ° 0.00 O • p °O • p • p °O \ \ 0 •p 00 •0 0 0 •p 0 0 50' (MIN) • o ° p . p ° Q . p ° 0 - 0 00.0 o p• O° 0° O• o co , 0 'o - 0 o p, o° p, 0 0 p, p o o° O• o° O• o° o• o° O• o° 0.0 0.0 ° O, o° O• 0° O• 0° o• o° O• O° O• o° O• o° O• 0 o O• 0 o 0, 0° 0, o° 0 0° 0, p° 0, o° 0 0° 0 0 0 0 . o . o 0 °O °0 0 °0 • o °0 °O °0 • O °0 • 0 °0 • O °0 0 °0 • O °0 • o °L p• o° O• o O• O• p O• p O• p O• p • p p . p p• o p• o° v • o ° 00 . ° ° 0 , 0 ° O • p ° O • ° O • p 'o • p 'o • p ° O o ° °o. °o. °o. °o. ° °o 0 °0.0° 4 0 °0 •0 °0 • 0 °0, 0 °O, 0° '. °•° °o. °o. °°. o 00 • °0 • o 00 • o 00 °O °O °L °O. • O • O • O ° ° ° ° ° ° ° 0 00 0. 0 O o0 0 po 0• o O p -° 0, p o0 • p o p 0 p o0 , p o0 • p 'o • p 'o • p 'o • o ° o • o ° O • o ° O • p ° L 'o 0 o 0 o.° o O p °O 0 p O o O o O o O p v 0 0 o O o 0 o O o° O. o O p o° 0 ' O o° O• o° O p ° O• p° 0 0 0 ° p o p , o 0 0, o .0 0.0 p o 6" (MIN) p °0.p °p.p °O., o.o p °00 °0. O ° °,°° O po0• 0, 2 " -3" COARSE 12' (MIN) °° AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL S I I =FBI (15 cm) Q 2'-5- :m- 12.5cm) . . 15 cm �. . . ( ) lII `. 'D�' :::::::: ::::::::::::::::.::::::::_::.:: ......................... Fzzl . . i 4A 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 1. FOR EASIER INSTALLATION, LOWER WATER FROM LEVEL A TO LEVEL B BEFORE INSTALLATION. APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND DOWN. 2. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF NOTE: WHEN USING CELL -O -SEED, DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH DOWN. SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL 3. BEGIN AT THE TOP OF THE SHORELINE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12 (30cm) WITH APPROXIMATELY 12 " (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL STAPLES /STAKES IN -.APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT STAPLES /STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLE PATTERN. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE STAPLES /STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4 " -6" (10cm -15cm) OVERLAP. USE A DOUBLE STAPLES /STAKES n IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT 4. ROLL BLANKETS EITHER (A.) DOWN THE SHORELINE FOR LONG BANKS, (TOP TO BOTTOM) OR (B.) HORIZONTALLY ACROSS ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS. SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE THE SHORELINE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST APPROPRIATE STAPLE PATTERN. BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES STAPLE n PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2 " -5" (5cm- 12.5cm) OVERLAP DEPENDING THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. AFTER STAPLING. ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET 5. THE EDGES OF ALL HORIZONTAL AND VERTICAL BLANKET SEAMS MUST BE STAPLED WITH APPROXIMATELY 2 " " 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2 " -5" (5cm- 12.5cm) (DEPENDING ON BLANKET TYPE) AND BEING n -5 INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. STAPLED. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED (5cm- 12.5cm) OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT BETWEEN ADJACENT BLANKETS, PLACE THE EDGE OF THE ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN OVERLAPPING n BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS INSTALLED BLANKET. SECURE ALL OVERLAPS WITH STAPLES SPACED 12" (30cm) APART. NOTE: * SEAM OVERLAP SHOULD BE 7, IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT Tm 9m -12m ENTIRE BLANKET WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" SHINGLED ACCORDING TO PREDOMINANT EROSIVE ACTION. ( ) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 6. THE EDGE OF THE BLANKET AT OR BELOW NORMAL WATER LEVEL MUST BE ANCHORED BY PLACING THE BLANKET IN A 12 " WIDTH OF THE CHANNEL. (30cm) DEEP X 6" (15cm) WIDE ANCHOR TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES SPACED 8, THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APPROXIMATELY 12" (30cm) APART IN THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING (STONE OR SOIL APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. MAY BE USED AS BACKFILL.) NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. A B C NOTE: CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE. A B C. CHANNEL BOTTOM /SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE C SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. EROSION CONTROL BLANKET INSTALLATION EROSION CONTROL BLANKET INSTALLATION ERO ION CONTROL BLANKET INSTALLATION ON A SLOPE ALONG A SHORELINE WITHIN A CHANNEL m 0 w a a w a V1 O U) co TAC SUBMITTAL Zw W Ile C W � � 0 O O O W W T W Juyni Q O N P�� O o GOM w ,p� P�v Q ,GpNS F" U) DATE DESCRIPTION CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED:KJR APPROVED: MLD DRAWN: RCB CHECKED BY: KJR SCALE: NTS DATE: 1-12-05 PROJECT NO.: 2006 -0001 C700 OF 10 PROJECT: F: \2006 \2006 -0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C7.0 SITE EROSION CONTROL DETAILS.dwg PLOTTED BY.-R.C. BERGER DATE: Fridoy;- -March 10, 2006 8:15:39 AM 3-10-06 TAC SUBMITTAL Uj fly J Q z LLJ W w r) z j � a � Q J ~ o Z J v Q Uj ry LL w c, U Ur � x Z z 0 0 U) fl� U) U > O LLI � � w J a W W W H CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED:KJR APPROVED: MLD DRAWN: RCB CHECKED BY: KJR SCALE: NTS DATE: 1-12-05 PROJECT NO.: 2006 -0001 C700 OF 10 PROJECT: F: \2006 \2006 -0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C7.0 SITE EROSION CONTROL DETAILS.dwg PLOTTED BY.-R.C. BERGER DATE: Fridoy;- -March 10, 2006 8:15:39 AM Em' rx'1 SOILS MAP MoC3 Miami clay loam, 6 to 12 percent slopes, severely eroded This is a moderately well drained soil with a seasonal high water table at 2.0 to 3.5 ft. This soil is located on side slopes on till plains; slopes are 6 to 12 percent. The native vegetation is hardwood forest. The surface layer is clay loam and has low organic matter content (0.5 to 1.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water i to capacity is low (4.5 inches in the upper 60 inches). The pH of the surface layer in non limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production." MoD3 Miami clay loam, 12 to 18 percent slopes, severely eroded This is a moderately well drained soil with a seasonal high water table at 2.0 to 3.5 ft. This soil is located on side slopes on till plains; slopes are 12 to 18 percent. The native vegetation is hardwood forest. The surface layer is clay loam and has low organic matter content (0.5 to 1.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is low (4.5 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production." MmB2 Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. Droughtiness and water erosion are management concerns for crop production." CrA Crosby silt loam, 0 -3 percent slopes - This soil is dark grayish brown 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. Because of these engineering limitations, roads and streets should be design with adequate drainage to minimize frost action and dwelling units with basements should have adequate footing and foundation drainage due to wetness in the soils. CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION PRACTICES_ S CONTROL CO NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCIIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCIION. 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE, STORM WATER POLLUTION & PREVENTION NOTES: . (A) All storm water quality measures, including erosion and sediment control, necessary to comply with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). (B) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site owner must include the following requirements: (1) The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. (5) Clean -up of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. ' (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator: (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (70%) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (B) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in clause (A). CON STRU CTI ON /STORM WATER POLLUTION PLAN I N DEXASSESSM EN T OF CONSTRUCTION PLAN ELEMENTS Al Plan index is shown on this sheet. A2 11 x 17 inch plat will be forwarded under separate cover. A3 This project consists of construction of a religious structure. A4 The project location map is located on sheet 1. A5 A part of the Northwest Quarter of Section 5, Township 17 North, Range 3 East, Hamilton County, Indiana. Latitude: 39'57'15.98 "N, Longitude: - 86'12'49.84 "W. A6 Location of lot and proposed site improvements is shown on sheet 4. A7 Hydrologic unit code: 05120201090060 A8 There are no State or Federal Water quality permits required. A9 Points of storm water discharge are shown on Sheets 6. A10 There are no wetlands, lakes, and water courses on or adjacent to this site. All The receiving water for this site is Carmel Creek. Al2 The site will drain to two outlets on the east side of the property. A13 This site does not lie in a flood hazard zone area, according to flood insurance rate map No. 18057CO205F, DATED FEB. 19, 2003, A14 10 year Pre Construction Estimate of Peak Discharge = 3.81 cfs 10 year Post Construction Estimate of Peak Discharge = 2.74 cfs A15 The adjacent landuse is all commercial. A16 The location and dimensions of the land disturbance activity are shown on sheet 4. A17 Existing vegetative cover is shown on sheet 2. A18 The soils map is shown on sheet 8. Existing soils are the following: MoD3 Miami clay loam, 12 to 18 percent slopes, severely eroded This is a moderately well drained soil with a seasonal high water table at 2.0 to 3.5 ft. This soil is located on side slopes on till plains; slopes are 12 to 18 percent. The native vegetation is hardwood forest. The surface layer is clay loam and has low organic matter content (0.5 to 1.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is low (4.5 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production." MoC3 Miami clay loam, 6 to 12 percent slopes, severely eroded This is a moderately well drained soil with a seasonal high water table at 2.0 to 3.5 ft. This soil is located on side slopes on till plains; slopes are 6 to 12 percent. The native vegetation is hardwood forest. The surface layer is clay loam and has low organic matter content (0.5 to 1.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is low (4.5 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production." MmB2 Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow ( <0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. Droughtiness and water erosion are management concerns for crop production." A19 Storm water system location is shown on sheet 6. A20 There are no offsite activities associated with this project. A21 There are no proposed soil stockpiles, borrow or disposal areas on site. A22 Existing site topography is shown on sheet 2. A23 Final topography is shown on sheet 5. Assessment of Stormwater Pollution Prevention Plan - Construction Component B1 Potential pollutant sources include exposed soils and leaking vehicles and equipment. The measures or operational activities that will be initiated to minimize the danger of pollutants entering stormwater are shown on sheet 7. B2 Sequence describing stormwater quality measure implementation relative to land disturbing activities. 1. Notify DEM and the Hamilton count soil and Water Conservation within 48 hours of starting construction. y y g c truction. 2. Post the N01 and contact information for the person onsite responsible for storm water pollution prevention. 3. Designate the trained individual that will complete the weekly site evaluations. 4. Call the Indiana Underground Plant Protection Systems, Inc. ( ?Holey Moley?) at 1- 800 - 382 -5544 and Carmel Utilities at 317 - 571 -2648 to check the location of any existing utilities. They should be notified two working days before construction takes place. 5. Install perimeter BMP ?s along south and east property line. 6. After demolition, install construction entrance and remaining perimeter BMP ?s. 7. Start building construction. Temporary seed all disturbed areas. 8. After completion of mass grading, install sanitary and storm sewers and Aqua - Swirl. 9. Install inlet protection as storm inlets are completed. 10. Complete parking lot, roadway and curbs. 11. Temporary seed all disturbed areas. 12. Complete building, landscape and final seeding. 13. Inspect erosion control measures weekly or following a storm event. 14. Rule 5 requires that all disturbed areas that will potentially be idle for 15 days or more be stabilized (seeded, mulched, etc.) immediately. 15. Maintain all erosion and sediment control practices until all disturbed areas are permanently stabilized. 16. B3 The proposed location of the construction entrance is shown on sheet 7. The detail is located on sheet 9. B4 Silt fence will be installed around the perimeter of the site. Detail for the silt fence is shown on sheet 9. B5 N/A B6 Storm sewer inlet protection measure locations and specifications are shown on sheet 7. B7 N/A B8 N/A B9 N/A B10 Stormwater quality measures are shown on sheet 7. Bll Temporary Seeding will be used for temporary surface stabilization. See seasonal soil protection chart sheet 9. B12 Landscaping and permanent seeding will be used for permanent surface stabilization. See seasonal soil protection chart sheet 9 for seed application. B13 Material handling and spill prevention plan: In order to minimize the release of potential pollutants during construction the Contractor shall 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. Possible materials on site include fueling, equipment repair or service, dewatering, dust control, paints and solvents, solid waste and concrete washout. 1. Construction Equipment a. Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment should be done in one location, so that spills are limited to one location on the Site, which will facilitate the cleanup of spills. If an onsite fueling tank is planned shall b double walled and stored in this designated area. This location is an area that will not allow spilled fluids p g p d to be on site, it sha e g p u ds to migrate into subsurface soils. In the event of a spill, the fluid shall immediately be cleaned up by removing the contaminated soil or stone which shall be disposed of in an acceptable manner. Spills on hard surfaces shall be soaked up by an acceptable material such as Oil Dry and the absorbent material disposed of in a proper manner. The spill shall also be reported immediately to the Contractor's superintendent. b. Equipment repair, especially when fluids must be removed from the equipment or the possibility of fluid spills is high, should always be done offsite at a facility that is more suitable than a construction site 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 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 Ileaks 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 i mp lemented 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, as 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 of 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 to enter the storm sewer system. d. 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. 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 as 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 at which the manufacturer suggests. Under NO circumstances will paint or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers, detention basins or burned. Any violation of this shall be reported to the job superintendent. Procedures for spills: 1. Barricade the area allowing no vehicles to enter or leave the spill zone. 2. Notify the Carmel Fire Department. 3. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling (317) 233 -7745 or (888) 233 -7745. 4. Notify waste recovery contractor, maintenance personnel or other personnel as necessary for cleanup. 5. Coordinate and monitor cleanup until complete. 6. Cooperate with the IDEM -OER on procedures and reports involved with the event. B14 Maintenance guidelines are shown on sheet 7. B15 N/A Stormwater Pollution Prevention Plan - Post Construction Component Cl Potential pollutants on this site are oil, fuel, and other fluids from vehicles, trash, and vegetation control chemicals. C2 Stormwater filtration system will be installed at the south inlet. C3 An Aqua -Swirl will be installed at the southeast corner of the property to remove pollutants from stormwater. C4 Location of Aqua -Swirl is shown on sheet 5 -7. Specifications for the Aqua -Swirl are shown on sheet 8 and a detail is shown on sheet 9. C5 Owner shall maintain the Aqua -Swirl per manufacturer ?s maintenance guidelines. AquaShield ?, Inc. recommends that for the first year of operation, quarterly inspection of the Stormwater Treatment Systems be performed in order to develop an appropriate schedule of maintenance. SEASONAL SOIL PROTECTION CHART STABILIZATION MAINTENANCE INSTALLATION SEQUENCE INSPECT Y AFTER STORM EVENTS AND AFTER HEAVY USE; WEEK E L STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND PRACTICE INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT PERMANENT EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT TOPSOIL STOCKPILE WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING SEEDING PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. � REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY J :DORMANT Q STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE: AND INSTALL SILT FE N CES, S TRAW BAL E S, OR OTHER BARRIERS TO TRAP SEDIMENT SEE EXHIBIT ._ U) 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY w 0 WWWWi • IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY O SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. ry Illooloo, INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT TEMPORARY FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING w WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE U (D MEN = Z SEEDING_____M TEMPORARY SEDIMENT TRAP I G • REPAIR EROSION DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; DURING CLEARING AND PRIOR TO GRADING AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP U) U INSPECT THE ROCK DAM AND BASIN FOLLOWING ENACH STORM EVENT. > O REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED � BY STAKE). J ROCK DAM CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING � AND REPAIR IMMEDIATELY. W IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE mw�"MMMMMMMENE W IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.), U) raiaaiaiaiiaia% iaiaii//oa %iaii�s ///iiaiiiaiaii %i ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. WWWWWWWO�aiiiiiaaaiiiaai 0/0"/00/00/0 OF THE ROCK IN THE DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE. INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF IMMENSENESS VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED A KENTUCKY BLUEGRASS 100 LBS/ACRE; CREEPING RED FESCUE 100 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. BLUEGRASS 120 • STRAW MULCHI/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. •• TS 3 BUSHELS/ACRE FERTILIZE AS RECOMMENDED • • DONE, APPLY 400-600 LBSJACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. D = WHEAT OR RYE 2 BUSHELS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. E = ANNUAL RYEGRASS 40 LBS/ACRE (1 LB/1000 SQ. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER. •D STRAW TONS/ACRE /I/ * ==IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND/OR SEPTEMBER =IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD SEASONAL SOIL PROTECTION CHART SEEDBED PREPARATION: 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOILS INFORMATION, INCLUDING AVAILABLE TESTING SERVICES.) 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 IS NOT DONE, CONSIDER APPLYING 400 -600 LBS./ ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. 4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 IN. DEEP WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, ETC.) IMMEDIATELY. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT Y AFTER STORM EVENTS AND AFTER HEAVY USE; WEEK E L STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND 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 PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT TOPSOIL STOCKPILE WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. � REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY J BESCREBES AS "SURFACE SOIL" (I.E. A OR AP HORIZON). Q STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE: AND INSTALL SILT FE N CES, S TRAW BAL E S, OR OTHER BARRIERS TO TRAP SEDIMENT SEE EXHIBIT U) 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY w 0 MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) 2 ct IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY O SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. ry Illooloo, INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT [loolool FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING w WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE U (D TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS = Z INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN TEMPORARY SEDIMENT TRAP I G • REPAIR EROSION DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; DURING CLEARING AND PRIOR TO GRADING AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP U) U INSPECT THE ROCK DAM AND BASIN FOLLOWING ENACH STORM EVENT. > O REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED � BY STAKE). J ROCK DAM CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING � AND REPAIR IMMEDIATELY. W IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FOACE OF DAME. W IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.), U) ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN THE DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE. INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 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 FINISH 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 AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET, INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT; REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL AFTER FINISH GRADING NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR DETERIORATED BALES IMMEDIATELY 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, SOD & LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED O Zw co tna)^ 'Coo C -4 ' =r0o� cor W 4) LLIh^i d O *+nom J � � lei _ .1 J J-� O m Lu Q d W rl �o� O Cj ¢� A, �� ! ONE`' Fp4� �0 ON o GO `vO� GO 07 DATE DESCRIPTION CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED:KJR APPROVED: MLD DRAWN: RCB CHECKED BY: KJR SCALE: NTS DATE: 1 -12 -05 PROJECT NO.: 2006 -0001 ■ OF 10_ PROJECT. F: \2006 \2006 -0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C8.0 SITE EROSION CONTROL DETAILS.dwg PLOTTED BY. R.C. BERGER DATE: Friday -March 10, 2006 8:15:43 AM 3-10-06 TAC SUBMITTAL UJ � J Q loolooll ? U) w 0 Z 2 ct J 0 O U � ry Illooloo, J [loolool (D O u 0 W w ; U (D loolooloo, = Z z � O O � U) U > O w � cl� LU J � W W U) CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED:KJR APPROVED: MLD DRAWN: RCB CHECKED BY: KJR SCALE: NTS DATE: 1 -12 -05 PROJECT NO.: 2006 -0001 ■ OF 10_ PROJECT. F: \2006 \2006 -0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C8.0 SITE EROSION CONTROL DETAILS.dwg PLOTTED BY. R.C. BERGER DATE: Friday -March 10, 2006 8:15:43 AM m F--:qj GENERAL NOTES UTILITIES SOIL EROSION CONTROL SUMMARY 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD 1. CONTRACTOR SHALL INSTALL SEDIMENT TRAPS AND STRAW BALE FILTERS AS SHOWN. SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. 1. ALL WATER LINES FROM CITY OF CARMEL WATER COMPANY MAIN TO ANY LOT SHALL BE THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE INSTALLED OF MATERIAL AND WORKMANSHIP AS APPROVED WITH THE CITY OF CARMEL WATER REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT COMPANY. 2. MASS GRADE THE SITE (SIDES OF SWALES, AND MOUNDS TO BE SODDED OR SEEDED AND p STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. MULCHED IMMEDIATELY UPON COMPLETION). TEMPORARY SEEDING SHALL BE RECOMMENDED y to 2. CONDUIT SHALL BE REQUIRED FOR ALL ELECTRICAL AND TELEPHONE LINES UNDER PAVED FOR ALL SWALES AND DISTURBED AREAS THAT CANNOT BE FINAL SEEDED WITHIN A TIME i t$ 2. CONTRACTORS SHALL CHECK WITH ENGINEER PRIOR TO START OF CONSTRUCTION TO AREAS. PERIOD THAT WILL PREVENT SOIL EROSION, FOR TEMPORARY SEEDING THE CONTRACTOR V O et VERIFY DATE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY SHALL UTILIZE A FAST GROWING SEED OF EITHER OATS, ANNUAL RYEGRASS, WHEAT OR RYE APPROVALS ARE NOT GRANTED BEFORE BIDDING. CHANGES IN COST SHALL BE 3. COMPACTED GRANULAR BACKFILL SHALL BE REQUIRED FOR ALL CROSSINGS OF PAVED DEPENDING UPON TIME OF YEAR. DISTURBED AREAS SHOULD BE KEPT TO A MINIMUM AT , Z co NEGOTIATED PRIOR TO PHYSICAL CONSTRUCTION AND BASED ON UNIT PRICES AREAS PER CITY OF CARMEL DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. ALL TIMES. SUBMITTED ON THE CONTRACT. LV` i 3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDING THE 1� 3. CONTRACTORS SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS, PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE CONSTRUCTION t� H CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADDITIVES OR OTHER CO THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR SANITARY SEWER SPECIFICATIONS APPROVED METHODS. CLEANING OF STREET SHALL BE REQUIRED AS DIRECTED BY LOCAL SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE 1. STANDARDS SPECIFICATIONS OF CITY OF CITY OF CARMEL UTILITIES INDIANA DEPARTMENT OF AUTHORITIES, OWNER, ARCHITECT, OR ENGINEFI. 4) Z O p UTILITY), IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR IN THE PERFORMANCE C 4 p UT THE CONTRACT AND IN PREPARATION OF THE BID. TRANSPORTATION AND INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT SHALL APPLY 4. MAINTAIN ALL FILTERS AND TRAPS DURING CONSTRUCTION TO PREVENT ANY BLOCKAGES d FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN WITH INDOT SECTION 715, FROM ACCUMULATED SEDIMENT. ADDITIONAL SEEDING AND STRAW BALES MAY BE REQUIRED ii O .= p p 4. BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED AREAS ASTM AND MANUFACTURER SPECIFICATIONS. DURING CONSTRUCTION AS SPECIFIED BY ENGINEER OR SOIL CONSERVATION SERVICE. RIP 'i � e *' W SHALL BE COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 211. RAP SHALL BE PLACED IN AREAS OF HIGH VELOCITY STREAM FLOW (MINIMUM SIZE 113 O p 2. SANITARY SEWER PIPE SHALL BE PVC TYPE 1, CONFORMING TO ASTM D -3034 OR PVC IN I'j Lj _ =a O ACCORDANCE WITH ASTM D -3034 (S.D.R. 35) AND ASTM 2321. JOINTS FOR P.V.C. SHALL CU.FT.). PAYMENT FOR ADDITIONAL STRAW BALES AND RIP RAP NOT SHOWN ON PLANS W H ^ O 5. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR AND SEEDING SHALL BE ON A UNIT BASIS. O N OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND BE COMPRESSION TYPE FLEXIBLE GASKETED JOINTS. I ,w OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE 5. CONTRACTOR SHALL INSTALL ALL STORM SEWER INLET FILTERS AS STORM SEWER SYSTEM IS I' Q O *' PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER 3. ALL SANITARY SEWER MANHOLES SHALL BE "PRECAST CONCRETE" MANHOLES IN INSTALLED. z i p MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION ACCORDANCE WITH ASTM C -478 AND 720. MANHOLE SECTIONS SHALL HAVE KENT SEAL = H DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS AND "0" RING TYPE GASKETS WHICH SHALL CONFORM TO ASTM D -443. BACK PLASTERING 6. ALL PROPOSED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE J = SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM OF ADJUSTING RINGS IS REQUIRED. IS PREPARED.ai O t D- 1557._ '� l' y 4 FIELD COMPACTION TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE 4. THE TYPE OF NEW MANHOLE CASTING AND COVER SHALL BE NEENAH R- 1712 -B -SP. 7. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY REQUIRED COMPACTION ON EACH LIFT SHALL BE ATTAINED PRIOR TO PLACING THE NEXT WHEN THERE IS A SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER - �;; p LIFT. COMPACTION TESTS SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 5. THE CASTING ELEVATIONS ARE SET BY PLAN. HOWEVER, THE CASTINGS ARE TO BE EROSION. , ADJUSTED IN THE FIELD BY THE ENGINEER OR HIS REPRESENTATIVE SHOULD A `� H DISCREPANCY OCCUR BETWEEN PLAN GRADE AND EXISTING GRADE. 8. ALL SWALES SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADING. 6. NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO ESTABLISHED GRADE. o] CLEARING AND GRUBBING PARKING LOT STRIPING ° 7. BACKFILL AROUND ALL STRUCTURES AND ALL CUTS UNDER PAVED AREAS WITH 1. CLEARING AND GRUBBING SHALL CONSIST OF CUTTING, REMOVING AND SATISFACTORY COMPACTED GRANULAR MATERIAL. TRENCH OPENINGS WITHIN 5 FEET OF PAVED 1. PAINT MATERIAL SHALL COMPLY WITH FEDERAL SPECIFICATION TT- P -115A FOR Q DISPOSING OF ALL TREES, DOWNED TIMBER, BRUSH, PROJECTING ROOTS, STUMPS, ROADWAYS SHALL BE BACKFILLED WITH COMPACTED GRANULAR MATERIAL IN TRAFFIC PAINT WITHOUT GLASS SPHERES. (COLOR BY OWNER SELECTION). w RUBBISH, BOULDERS, BROKEN CONCRETE, FENCING (AS DESIGNATED), AND OTHER ACCORDANCE WITH INDOT SECTION 211. a MATERIAL ON THE PROJECT SITE AND WITHIN THE BOUNDARY AS SHOWN ON THE 2. STRIPE PARKING LINES AS SHOWN ON DRAWINGS WITH STRIPING PAINT. CONSTRUCTION DOCUMENTS AND /OR AS DESIGNATED BY "CONSTRUCTION LIMITS ". 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY SUBCONTRACTOR TO PERFORM ALL FIELD LAYOUT WORK NECESSARY TO ACHIEVE AND COUNTY PERMITS HAVE BEEN OBTAINED BY OWNER PRIOR TO START OF CONSTRUCTION. STRAIGHT AND TRUE LINES. ASPHALT MUST BE CLEANED WITH POWER BROOM AND <Q? 2. ALL "UNSUITABLE MATERIAL" FROM CLEARING OPERATIONS SHALL BE REMOVED TO 9. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH THE ENGINEER WITH A SET OF SUBCONTRACTOR TO PROVIDE BARRIERS TO PREVENT MARRING DISPOSAL ARE OF LINES BY VEHICLES AREA(S) OFF OF THE PROJECT SITE; NO BURY PITS SHALL BE USED FOR PRINTS, MARKED IN RED PENCIL, SHOWING ACTUAL SEWER LOCATIONS AND INVERTS TO UNTIL PAINT HAS DRIED. STRIPING PAINT SHALL BE APPLIED AT THE MINIMUM RATE OF (DNS P`� ONSITE DISPOSAL. INCLUDE LATERAL LOCATIONS, DEPTH AND LENGTHS. SUCH "AS- BUILT" PRINTS MUST BE ONE GALLON PER 100 SQUARE FEET OF PAINT (BASED ON 39% SOLIDS) AT A WIDTH OF p�.r ``''��`' ' 3 FIRE MARSHAL. HALL NOT BE DISPOSED OF BY BURNING UNLESS APPROVED BY THE LOCAL RECEIVED BY THE ENGINEER BEFORE THE FINAL CONTRACT PAYMENT CAN BE FOUR INCHES. �CJ� �w AUTHORIZED. THE SANITARY SEWER LATERAL AND STUB TERMINATIONS SHALL BE w\ INDICATED BY A MAGNETIC TAPE LOCATOR PLACED AT THE END OF EACH LATERAL. �� ���` "``' ww!!-� ov, , T o TREE REMOVAL AND PROTECTION 10•ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED TO PASS A LOW m 1. TREES SHALL BE REMOVED FROM THE PROJECT ONLY WHERE THE AREA IS TO BE PRESSURE AIR TEST, UNLESS OTHERWISE DIRECTED BY ENGINEER. SAID TEST SHALL BE p OCCUPIED BY ROAD AND SURFACED AREAS. CONDUCTED ACCORDING TO TEN STATES STANDARDS, INDIANA DEPARTMENT OF a O� w ENVIRONMENTAL MANAGEMENT, AND CITY OF CARMEL DEPARTMENT OF PUBLIC WORKS AND 2. TREES SHALL BE REMOVED FROM THE PROJECT SITE AS DIRECTED BY THE OWNER. SHALL BE WITNESSED BY AN ENGINEER. INFILTRATION UNDER TEST SHALL NOT EXCEED 100 GALLONS PER INCH OF INSIDE DIAMETER OF SEWER PIPE PER MILE OF SEWER IN 24 HOURS j GO 3. TREES SHALL BE REMOVED FROM THE PROJECT SITE WHERE THEY INTERFERE DIRECTLY AND INCLUSIVE OF ALL APPURTANCES WITHIN THE SECTION BEING TESTED SUCH AS WITH THE PLACEMENT OF STORM OR SANITARY SEWERS, AND THAT SUCH EXCAVATION MANHOLES, HOUSE CONNECTIONS, ETC. DATE DESCRIPTION IS OR WILL BE FATAL TO SUCH ADJACENT TREES. 11. DEFLECTION TESTS SHALL BE PERFORMED ON ALL *FLEXIBLE PIPE AFTER THE FINAL 3 -10 -06 TAC SUBMITTAL 4. THE CONTRACTOR SHALL ENDEAVOR TO SAVE AND PROTECT TREES OF VALUE AND BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A VERTICAL WORTH WHICH DO NOT IMPAIR CONSTRUCTION OF IMPROVEMENTS AS DESIGNATED. IN THE DEFLECTION OF 5% ( *THE FOLLOWING ARE CONSIDERED NON- FLEXIBLE PIPES: CONCRETE PIPE, EVENT CUT OR FILL EXCEEDS 0.5 FEET OVER THE ROOT AREA, THE DEVELOPER SHALL BE DUCTILE IRON PIPE, CAST IRON PIPE AND ASBESTOS CEMENT PIPE). CONSULTED WITH RESPECT TO PROTECTIVE MEASURES TO BE TAKEN, IF ANY, TO PRESERVE SUCH TREES. 12•ALL TESTING SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHOD FOR 13.THE ENDS OF LATERALS ARE TO BE PLUGGED TIGHT WITH CLAY OR PLASTIC DISC OR CAP PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE. THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHER MATERIAL AND EQUIPMENT SHALL NOT BE STOCKPILED OR 14.CLASS I BEDDING AS DESCRIBED IN ASTM -2321 SHALL BE USED, EXCEPT WHERE STORED WITHIN THE SPREAD OF BRANCHES. BRANCHES WHICH NEED TO BE REMOVED OR SPECIFIED OTHERWISE. ARE BROKEN SHALL BE NEATLY TRIMMED AND SCARS SHALL BE COVERED WITH TREE PAINT. 15.WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH TEN STATES STANDARDS AS SHOWN ON THE DETAIL SHEET. STRIPPING OF TOPSOIL 16. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTIONS, AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT 1. THE CONTRACTOR SHALL VERIFY THAT ALL TOPSOIL HAS BEEN REMOVED IN THE AREAS UNATTENDED. TO BE OCCUPIED BY ROAD, WALKS AND DESIGNATED BUILDING AREAS. TOPSOIL SHALL BE W REMOVED TO A DEPTH OF SIX (6) INCHES OR DEEPER, IF NECESSARY, TO REMOVE 17.ALTERNATE PRESSURE PIPE MATERIAL SHALL BE POLYVINYL CHLORIDE PLASTIC PIPE WITH A ORGANIC MATTER WHERE REQUIRED. STANDARD DIMENSION RATIO OF SDR 21 OR AWWA C -900 WITH A SDR OF 21(CLASS 200) AND BE DESIGNED FOR A RATED WORKING PRESSURE OF 200 PSI WATER PRESSURE. ALL 2. TOPSOIL SHALL BE KEPT SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT PLASTIC WATER MAINS SHALL BE COLORED BLUE. PLASTIC PIPE SHALL BE SUITABLE FOR BE USED AS FILL UNDER PAVEMENT, BUILDING AREAS AND /OR FUTURE STRUCTURAL USE AT THE MAXIMUM HYDROSTATIC WORKING PRESSURE IDENTIFIED ABOVE, AT 73 DEGREES AREAS. F. ALL PIPE SHALL MEET THE REQUIREMENTS AS SET FORTH IN ASTM D -2241, WITH THE STANDARD DIMENSION RATIO IDENTIFIED ABOVE AND SHALL BEAR THE NATIONAL SANITATION 3. TOPSOIL SHALL BE STORED AT A LOCATION WHERE IT DOES NOT INTERFERE WITH FOUNDATION (N.S.F.) SEAL OF APPROVAL FOR POTABLE WATER PIPE. PROVISIONS SHALL BE CONSTRUCTION OPERATIONS. EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. MADE FOR EXPANSION AND CONTRACTION AT EACH JOINT WITH A RUBBER RING, AND z INTEGRAL THICKENED BELL AS PART OF EACH JOINT. PIPE AND FITTINGS SHALL BE 4. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL DEBRIS AND STONES. ASSEMBLED WITH A NONTOXIC LUBRICANT. STANDARD LAYING LENGTHS SHALL BE 20 FEET �+ PLUS OR MINUS 1 INCH. � PAVEMENT CONSTRUCTION 18.SANITARY SEWER CONSTRUCTION WILL NOT BE ALLOWED TO COMMENCE UNTIL A VALID 327 w 1. THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST IAC ARTICLE 3 IS OBTAINED (WHEN REQUIRED). O EDITION SHALL APPLY TO WORKMANSHIP AND MATERIALS IN CONSTRUCTION OF SUBGRADE, PAVEMENT, CURBS AND WALKS. 19, THE MINIMUM CELL CLASSIFICATION FOR P.V.C. PIPE SHALL BE 12454 -B OR 12454 -C. a. PREPARE THE SUBGRADE IN ACCORDANCE WITH INDOT SECTION 207. NO 20•THE FLOW CHANNELS FOR THE SANITARY SEWER MANHOLES SHALL BE U- SHAPED WITH THE TRAFFIC WILL BE PERMITTED ON THE PREPARED SUBGRADE PRIOR TO PAVING. THE BENCHWA O LLS EXTENDING TO THE CROWN OF THE INCOMING AND AND OUTGOING PIPES. b. BITUMINOUS PAVEMENT IN ACCORDANCE WITH INDOT SECTION 402. 21. MANHOLES LINED IN THEIR ENTIRITY SHALL BE VACCUUM TESTED. ALL PIPES ENTERING .J THE MANHOLE SHOULD BE PLUGGED, TAKING CARE TO SECURELY PLACE THE PLUG O c. FINISHING EARTH GRADED SHOULDERS, DITCHES AND SLOPES IN ACCORDANCE FROM BEING DRAWN INTO THE MANHOLE. THE TEST HEAD SHALL BE PLACED AND THE O WITH INDOT SECTION 208. SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. A VACUUM PUMP OF TEN (10) INCHES OF MERCURY SHALL BE DRAWN AND THE VACUUM CONCRETE CURB AND WALKS PUMP SHUT OFF. WITH THE VALVES CLOSED, THE TIME SHALL BE MEASURED FOR THE U U. VACUUM TO DROP TO NINE (9) INCHES. FOLLOWING ARE A MINIMUM ALLOWABLE TEST (D 1. SEE DETAIL SHEET FOR TYPE AND DETAILS. TIMES FOR MANHOLE ACCEPTANCE AT THE SPECIFIED VACUUM DROP. Uj- = U 2. CONCRETE SHALL BE READY MIXED PORTLAND CEMENT AND WATER CONFORMING TO DEPTH (FEET) TIME (SECONDS) r n A.S.T.M C -150. AGGREGATES SHALL CONFORM TO A.S.T.M. C -33. COMPRESSIVE 48" DIAMETER 60" DIAMATER 72" DIAMETER V STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 P.S.I. WHERE REQUIRED, 4 10 13 16 Uj REINFORCEMENT SHALL BE WELDED STEEL WIRE FABRIC CONFORMING TO A.S.T.M. 8 20 26 33 A -185. 12 30 39 49 16 40 52 67 3. ALL EXTERIOR CONCRETE SHALL CONTAIN 3% TO 6% AIR ENTRAINMENT. 20 50 65 81 24 59 78 97 4. APPLICATION ADD FOR 2 FT. MORE DEPTH 5 6.66 8 a. PLACE CONCRETE ONLY ON A MOIST, COMPACT SUBGRADE OR BASE FREE FROM O W NOTE: THESE NUMBERS HAVE BEEN TAKEN FROM ASTM C 1244 -93 (REAPPROVED 2000) LOOSE MATERIAL. PLACE NO CONCRETE ON MUDDY OR FROZEN SUBGRADE IN W ACCORDANCE WITH INDOT SECTION 604 AND 605. IF THE MANHOLE FAILS IN THE INITIAL TEST, REPAIRS AND ADJUSTMENTS NECESSARY DUE TO EXTENUATING CIRCUMSTANCES (IE. PIPE JOINT, LINER, PLUG SEALING) SHOULD z b. CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE REHANDLING AS BE MADE RETESTING SHALL PROCEED UNTIL A SATISFACTORY TEST IS OBTAINED. PRACTICAL. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC r%1 TEMPERATURE OF 35 DEGREES F OR LESS, PARAGRAPH 702.11 OF THE INDOT STORM SEWER SPECIFICATIONS `+ SPECIFICATIONS SHALL APPLY. 1. STANDARD SPECIFICATIONS OF THE CITY OF CARMEL AND INDIANA DEPARTMENT OF c. EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE n METHODS DESCRIBED IN INDOT SECTION 501.17. INSTALLED IN ACCORDANCE WITH INDOT SECTION 715. 5. TOP OF CASTING ELEVATIONS REFER TO THE CASTING'S RIM OR TOP OF CURB. THE 2. ALL REINFORCED CONCRETE STORM SEWER PIPE (RCP) SHALL CONFORM TO ASTM CURB CONTRACTOR SHALL INSURE THAT CURB INLET CASTINGS ARE SET AT PROPER DESIGNATION C -76 CLASS III. ALL HELICALLY CORRUGATED STEEL PIPE (HCSP) SHALL 2 ELEVATION PRIOR TO CONSTRUCTION OF ADJACENT CURB. CONFORM AASHTO M36, 16 GAUGE IN ACCORDANCE WITH INDOT SECTION 908. ALL HIGH DENSITY POLEYETHELINE (HDPE) SHALL CONFORM TO AASHTO M294 AND SHALL BE TYPE w DEMOLITION S WITH MINIMUM CELL CLASS OF d324420C CONFORMING TO ASTM D 3350, FLEXIBILITY 1. THE CONTRACTOR SHALL EXCAVATE, DEMOLISH, REMOVE AND DISPOSE OF THE DEBRIS FACTOR NOT TO EXCEED 0.095 AND ALL JOINTS SHALL BE ASTM D3212 & F477. ALL FROM THE AREAS SHOWN ON THE SITE DEVELOPMENT PLAN. POLYVINYL CHLORIDE PIPE (PVC) SHALL CONFORM TO AASHTO M304 & MINIMUM CELL CLASS OF 12454C OR 12364C PER ASTM D1784 AND JOINTS SHALL CONFORM TO ASTM a. BUILDING WALLS. D3212 AND F447. b. FOUNDATIONS. 3. BACKFILL AROUND ALL STRUCTURES AND CUTS UNDER PAVED AREAS WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 21.1 AND 715. CLIENT NAME: c. PAVEMENT (CONCRETE, ASPHALT AND BRICK). 4. SEE STANDARD DETAIL SHEET FOR CONSTRUCTION DIMENSIONS OF STORM STRUCTURES. PETERSON ARCHITECTURE d. CONCRETE SLABS. MANHOLE, INLETS AND CATCH BASINS SHALL BE IN ACCORDANCE WITH INDOT SECTION 802 MULBERRY STREET, SUITE G 720. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN 2. ALL MATERIAL AS A RESULT OF THE GENERAL DEMOLITION SHALL BE THE PROPERTY OF ACCORDANCE WITH ASTM C -478. NOBLESVILLE, IN 46060 THE CONTRACTOR. THE CONTRACTOR'S LUMP SUM BID PRICE FOR THE DEMOLITION SHALL PHONE: 770 -9714 TAKE INTO ACCOUNT THE SALVAGEABLE VALUE OF MATERIALS AND SAID BID PRICE SHALL 5• STORM SEWER DISCHARGE AREAS AND INVERTS ARE TENTATIVE AND ARE SUBJECT TO FAX: 317-770-9718 REFLECT SAID SAVINGS. FIELD MODIFICATIONS BY THE ENGINEER OR HIS REPRESENTATIVE. THE CONTRACTOR WILL BE REIMBURSED FOR ANY ADDITIONAL LABOR AND MATERIALS NECESSARY TO © 2005 DeBoy Land Development Services, Inc. 3. THE CONTRACTOR SHALL BE REQUIRED TO DEMOLISH AND REMOVE DESIGNATED COMPLETE ANY MODIFICATIONS ACCORDING TO THE UNIT PRICES SUBMITTED BY THE FOUNDATION WALLS, RETAINING WALLS, CURBING, CONCRETE SLABS, PAVING, TANKS, CONTRACTOR OR THE CONTRACT AMOUNT. DESIGNED: KJR APPROVED: MLD STRUCTURES, PIPES, MANHOLES AS SHOWN ON THE CONTRACT DOCUMENTS. ALL EXISTING BASEMENT FLOOR SLABS THAT ARE NOT REMOVED SHALL BE BROKEN UP SUFFICIENTLY TO 6. THE CONTRACTOR SHALL PROVIDE AT LEAST 2 , OF COVER OVER ALL STORM SEWERS, UNLESS OTHERWISE INDICATED BY PLANS. DRAWN: RCB CHECKED BY: KJR PERMIT DRAINAGE THROUGH THE SLAB. ALL EXISTING BASEMENT WALLS, FOUNDATIONS, FLOOR SLABS, AND ETC. SHALL BE REMOVED TO AN ELEVATION SUCH THAT THEY WILL NOT 7, RIP RAP SHALL BE A MINIMUM OF 1 3 SUPPORT PROPOSED FLOOR SLABS OR PAVEMENTS. / CUBIC FOOT IN SIZE AND A MINIMUM 18" IN SCALE: NTS DATE: 1 -12 -05 DEPTH. DIMENSIONS FOR RIP RAP IN THESE PLANS ARE FOR ESTIMATING PURPOSES 4. THE CONTRACTOR SHALL OBTAIN FROM THE CITY OF CARMEL, AND ALL OTHER APPLICABLE ONLY. ACTUAL BEST PLACEMENT OF RIP RAP SHALL BE DETERMINED BY FIELD PROJECT NO.: 2006 -0001 GOVERNMENTAL AUTHORITIES, NECESSARY PERMITS REQUIRED, A COPY OF SUCH PERMITS TO CONDITIONS AND SHALL BE IN ACCORDANCE WITH INDOT SECTION 616. BE FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK REQUIRED HEREIN. 8• ALL DRAINAGE PIPE AND DITCH OUTFACES TO RECEIVING STREAMS SHALL BE THE CONTRACTOR SHALL FURTHER FURNISH TO THE OWNER PROOF THAT HE HAS COMPLIED CONSTRUCTED IN ACCORDANCE WITH DRAWINGS, SUBJECT HOWEVER, TO ANY WITH THE PROVISIONS OF THE MUNICIPAL CODE OF INDIANAPOLIS, INDIANA. MODIFICATION REQUIRED BY THE ENGINEER AT THE TIME INSTALLATION IS COMPLETED AND TO ANY ADJUSTMENTS NEEDED FOR FIELD CONDITIONS NOT ADEQUATELY ANTICIPATED BY C900 THE DESIGN DRAWING. 9 CASTINGS SHALL BE AS SHOWN ON DETAIL SHEET FOR MANUFACTURER, TYPE AND OF 10 NUMBER. ALL CASTINGS SHALL BE NEENAH OR EAST JORDAN APPROVED EQUAL. PROJECT: F: \2006 \2006 -0001 - Peterson Architecture - Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C9.0 SITE SPECIFICATIONS.dwg PLOTTED BY: R.C. BERGER DATE: Frida); -- larch 10, 2006 8:15:48 AM mi 5' 4000 PSI — 6% AIR ENTRAINED CONCRETE 5' MIN 6' MIN 5' MIN 6' MIN 5' MIN — _— - »D » =6.. =1 11 =i i 1 i =I i I —I I— III — III —I I i —III- o TACTILE TACTILE 6 CURB COMPACTED SUBGRADE TO 90% =III 1 I �_) 1 -I i =� 1 4" COMPACTED GRANULAR WARNING WARNING o AGGREGATE MATERIAL APPROVED OF ASTM D -1557 "' REQUIRED REQUIRED BY CONSTRUCTION MANAGER NOTES: , 1. CONCRETE TO BE SAME / 2 CHAMFER AS CONCRETE USED FOR SIDEWALKS W /8X8, 10/10 5' -0" CONCRETE WALK CONCRETE PAVEMENT SECTION WWF - I / j !% O / .. ° ON SITE 2. AGGREGATE TO BE .8VAN-/ACCESS COMPACTED TO 90% OF I 8' 15' STANDARD ACCESS 100' -0" #11 H.A.C. SURFACE 110 # /SYD MODIFIED PROCTOR (ASTM f T it TOP OF CURB D1557) OR AS SPECIFIED BY PLAN VIEW #9 H.A.C. BINDER 275# /SYD THE SOILS REPORT 6" _ N 5' MIN. 6' RAMP 6 "COMPACTED COMPACTED ° ° D °D ° D D #5D H.A.C. BASE 880 # /SYD \ 3. CONTRACTOR TO COMPLY AGGREGATE STONE TO MATCH ° WITH AMERICANS WITH = 12" COMPACTED BOTTOM OF D. ° p D D D D ° ° D `� 91 DISABILITIES ACT �r —� 1 SUBGRADE CORNER CHAMFER f„ s� PAVEMENT SECTION REQUIREMENTS WHEN r,;�� TRANSVERSE PAVEMENT _ EXPANSION BOTTOM OF CURB / CONSTRUCTING FACILITIES - JOIN TRANSVERSE CONTRACTION JOINTS FOR HANDICAP ACCESSIBILITY /��` �` /� ` '~ 1) COLLAR TO SLOPE WITH PAVEMENT GRADE PER PLANS SECTION V1 EW 2) 4000 PSI, AIR ENTRAINED CONIC W/ WWF 6X6 -6/6 COMPACTED SUBGRADE 90% ASTM D -1557 HANDICAP RAMP CONCRETE INLET COLLAR CURB JOINT DETAIL TYPICAL PAVEMENT SECTION WITHIN CITY PUBLIC R/W - VARIES 1" H.A.C. #11 SURFACE Ol_ ME--- O tony'� AGGREGATE MATERIAL 1/8" R 8" APPROVED BY SCORE W ...: - - I - J -- J -I Win f, - -1 -- I -- - J -- — III =1 I I =I 1 ►. 3" #53 STONE O un ? . i NOTES: 1. SEE CONCRETE JOINT DETAIL DEPTH OF CONTRACTION JOINT. III III 4" #2 STONE /�COMPACT SUBGRADE/ o - w Q a w a Uj Q _ __- - - - - -_- _._ ..---- _�----- _ -___ -- 2. LOCATION OF JOINTS. SECTION FOR 69' III / TO 9 j\��\/155 O . FULL ACCESSIBLE PARKING SYMBOL 3 PERMITTEDHEXCEPT ATO EXP.R ONOTS. 9" INTEGRAL WALK & CURB TYPICAL PAVEMENT SECTION ON SITE N r 2" ASPHALT 6" CONCRETE SLAB GALVANIZED STEEL SIGN 6" (SEE PECS.) THICKENED EDGE W/ FIBER REINFORCEMENT 1" HAC SURFACE _ D ON 9" HAC BASE 10" PC CONCRETE III -t ° D i- D - _I ° ADDITIONAL SIGN REQ'D. II p ° AT VAN ACCESSIBLE s D � ° � e SPACES ONLY 00 D VAN - 0 o °e �- ° e G a a �ACCESSI BLE_j 2' -0" 0 GALVANIZED STEEL POST i- Ia-:1 ,I I,��iII =III- 0 0 NOTES: 1. ALL FACILITIES FOR THE DISABLED SHALL 0 CONFORM WITH THE AMERICANS WITH DISABILITIES 0 ACT AND ALL REVISIONS. 0 0 2. THE CHARACTERS AND THE BACKGROUND CONCRETE /ASPHALT Z OF SIGNS SHALL BE EGGSHELL, MATTE, OR CONCRETE STRAIGHT CURB o ° OTHER NON -CLARE FINISH. CHARACTERS AND PAVEMENT INTERFACE SECTION Ln SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. LIGHT CHARACTERS ON DARK BACKGROUND ARE PREFERED. 24" SLOPES 1/2" TO GUTTER TOP OF ASPHALT N 3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND TO BE A MINIMUM OF 70 %. 6" PAVEMENT. USE TYPE "A" 1/2"R. ASPHALT, SEE BP STD. SCORE 0 III =1 - SHEET � (ASPHALT PAVING SECTION). R = N CONC. WASH _ d d d ° d. it III ° - P VM T. p I e r � I - - -I - o 0 0 0 o v SCORE I I _ n I CONC. FOOTING o p 3/8" CONCRETE CRACK SEALER 1/8" RADIUS CRUSHED (DOW) f I r , I r AGGREGATE ASPHALTIC ASPHALTIC EXPANSION JOINT w. /TOOLED CONC. ° a d ° d d EDGE = ° CONCRETE SLAB o f I I II II I I� D CONTRACTION JOINT #6 X 1'_2" LONG — — i ° REINF. BAR E.W. .... ° CONCRETE CRACK SEALER 1/8" RADIUS (DOW) a a. f •I a �a��J o 0 0 0 0 0� o d °. e • CRUSHED STONE NON- EXTRUDING N n EXPANSION JOINT AGGREGATE MATERIAL ACCESSIBLE PARKING SIGN DETAIL 24" CURB AND GUTTER CONCRETE JOINT DETAILS O i� VARIES 1" H.A.C. #11 SURFACE 4" COMPACTED GRANULAR tony'� AGGREGATE MATERIAL 1/8" R 8" APPROVED BY SCORE W ...: CONSTRUCTION MANAGER 3" H.A.C. #8 BINDER �L O O O J SLOPE: SEE GRADE PLAN 1" R Win f, J — III =1 I I =I 1 ►. 3" #53 STONE O un ? . i NOTES: 1. SEE CONCRETE JOINT DETAIL DEPTH OF CONTRACTION JOINT. III III 4" #2 STONE /�COMPACT SUBGRADE/ _ __- - - - - -_- _._ ..---- _�----- _ -___ -- 2. LOCATION OF JOINTS. SECTION FOR 69' III / TO 9 j\��\/155 O . FULL ACCESSIBLE PARKING SYMBOL 3 PERMITTEDHEXCEPT ATO EXP.R ONOTS. 9" INTEGRAL WALK & CURB TYPICAL PAVEMENT SECTION ON SITE N r 2" ASPHALT 6" CONCRETE SLAB GALVANIZED STEEL SIGN 6" (SEE PECS.) THICKENED EDGE W/ FIBER REINFORCEMENT 1" HAC SURFACE _ D ON 9" HAC BASE 10" PC CONCRETE III -t ° D i- D - _I ° ADDITIONAL SIGN REQ'D. II p ° AT VAN ACCESSIBLE s D � ° � e SPACES ONLY 00 D VAN - 0 o °e �- ° e G a a �ACCESSI BLE_j 2' -0" 0 GALVANIZED STEEL POST i- Ia-:1 ,I I,��iII =III- 0 0 NOTES: 1. ALL FACILITIES FOR THE DISABLED SHALL 0 CONFORM WITH THE AMERICANS WITH DISABILITIES 0 ACT AND ALL REVISIONS. 0 0 2. THE CHARACTERS AND THE BACKGROUND CONCRETE /ASPHALT Z OF SIGNS SHALL BE EGGSHELL, MATTE, OR CONCRETE STRAIGHT CURB o ° OTHER NON -CLARE FINISH. CHARACTERS AND PAVEMENT INTERFACE SECTION Ln SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. LIGHT CHARACTERS ON DARK BACKGROUND ARE PREFERED. 24" SLOPES 1/2" TO GUTTER TOP OF ASPHALT N 3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND TO BE A MINIMUM OF 70 %. 6" PAVEMENT. USE TYPE "A" 1/2"R. ASPHALT, SEE BP STD. SCORE 0 III =1 - SHEET � (ASPHALT PAVING SECTION). R = N CONC. WASH _ d d d ° d. it III ° - P VM T. p I e r � I - - -I - o 0 0 0 o v SCORE I I _ n I CONC. FOOTING o p 3/8" CONCRETE CRACK SEALER 1/8" RADIUS CRUSHED (DOW) f I r , I r AGGREGATE ASPHALTIC ASPHALTIC EXPANSION JOINT w. /TOOLED CONC. ° a d ° d d EDGE = ° CONCRETE SLAB o f I I II II I I� D CONTRACTION JOINT #6 X 1'_2" LONG — — i ° REINF. BAR E.W. .... ° CONCRETE CRACK SEALER 1/8" RADIUS (DOW) a a. f •I a �a��J o 0 0 0 0 0� o d °. e • CRUSHED STONE NON- EXTRUDING N n EXPANSION JOINT AGGREGATE MATERIAL ACCESSIBLE PARKING SIGN DETAIL 24" CURB AND GUTTER CONCRETE JOINT DETAILS O i� Z�O tony'� inn W ...: Z ii °ro n� _ �L O O O J ■= O � a0 Win f, J z w _ 'j� i I I �• O un m o - w Q a w a �,0� GMM PSG O A o IZ F-- Gc DATE DESCRIPTION CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD DRAWN: RCB CHECKED BY: KJR SCALE: NTS DATE: 1-12-05 PROJECT NO.: 2006 -0001 C1 000 OF 10_ PROJECT: F: \2006 \2006 -0001 — Peterson Architecture — Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C10.0 SITE DETAILS.dwg PLOTTED BY: R.C. BERGER DATE: Frldoy;- -#larch 10, 2006 8:15:53 AM } Uj Q I Z U) W O U � J Q J U' J O C) LLI Lu LL U) � Cr w O � � U > W, D J d W CLIENT NAME: PETERSON ARCHITECTURE 802 MULBERRY STREET, SUITE G NOBLESVILLE, IN 46060 PHONE: 770 -9714 FAX: 317- 770 -9718 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: MLD DRAWN: RCB CHECKED BY: KJR SCALE: NTS DATE: 1-12-05 PROJECT NO.: 2006 -0001 C1 000 OF 10_ PROJECT: F: \2006 \2006 -0001 — Peterson Architecture — Carmel Synagogue \ENGINEERING \DRAWINGS DWG: C10.0 SITE DETAILS.dwg PLOTTED BY: R.C. BERGER DATE: Frldoy;- -#larch 10, 2006 8:15:53 AM I IL 0.02 0 03 0.08 0 73 .77 0.72 0. 0 0 25 0.22 0.12 0.1 0.1 0, 0 3 23 .22 0.19 0.15 0.13 0 09 013 0.07 + 0.01 + 0.02 001 0,00 001 + + + + + .32 2.10 0 2 0.76 0.60 0.90 + 0.4 + 0, 0. 0 0 3 i + 0.75 + + 0.26 0.05 + + 0.01 0101 0. + + + + 1 0.01 0101 0.01 0,01 + 0.01 + 0.01 + 0.01 + 0.01 + 0.01 + 0.01 L70 189 2,38 1.83 2.45 1.19 0.23 0.06 0 01 0 02 0 02 02 0 02 0, 0.03 0.02 0 02 0 01 0.01 0.02 0 02 0,02 0.02 0 02 0 01 0 01 0 01 002 010 0.07 1.06 007 0, z 003 004 005 0.04 0.05 _ _ 003 4 001 001 0,01 011 0.42 d 1 3 0.09 0 07 0.05 0.07 0,08 010 011 C-09 010 010 0.07 0 05 _ + a + + + .2 7, 7 7.23 3.32 I IL 0 01 0.02 0 03 0.08 0 73 .77 0.72 0. 0 0 25 0.22 0.12 0.1 0.1 0, 0 3 23 .22 0.19 0.15 0.13 0 09 013 0.07 + 0.01 + 0.02 001 0,00 001 + + + + + .32 2.10 0 2 0.76 0.60 0.90 + 0.4 + 0, 0. 0 0 3 + + + + + 57 .51 .57 0.40 0.43 + 0.75 + + 0.26 0.05 + + 0.01 0101 0. + + + + 1 0.01 0101 0.01 0,01 + 0.01 + 0.01 + 0.01 + 0.01 + 0.01 + 0.01 L70 189 2,38 1.83 2.45 1.19 0.23 0.06 0 01 0 02 0 02 02 0 02 0, 0.03 0.02 0 02 0 01 0.01 0.02 0 02 0,02 0.02 0 02 0 01 0 01 0 01 002 010 0.07 1.06 007 0, 005 004 003 003 003 004 005 0.04 0.05 004 003 0,02 001 001 0,01 011 0.42 33 0.25 0, 3 0.09 0 07 0.05 0.07 0,08 010 011 C-09 010 010 0.07 0 05 0.02 0 02 0.02 0 01 0.02 0 03 0.08 0 73 .77 0.72 0. 0 0 25 0.22 0.12 0.1 0.1 0, 0 3 23 .22 0.19 0.15 0.13 0 09 013 0.07 + 0.01 + 0.02 + 0.05 + 0.13 + 0.35 + + + + + .32 2.10 0 2 0.76 0.60 0.90 + 0.4 + 0, 0. 0 0 3 + + + + + 57 .51 .57 0.40 0.43 + 0.75 + + 0.26 0.05 0 01 0 03 0.07 015 0+ 75 3.66 3.19 3.52 1.07 122 2.48 1.85 2.25 2.31 L70 189 2,38 1.83 2.45 1.19 0.23 0.06 + 0.01 + 0.03 + 0.08 + 0.16 + 0. + + + + + + .05 4.09 4.69 5.71 1.79 1.09 + 1.61 + + + 3.89 5.17 5.11 + + + + + 9.13 6.04 5.71 4.08 1.78 + 0.60 + + 0.20 0.07 + + 0.01 0.01 + 0.03 + 0.08 + 0.17 0. + + + + + + 1.42 5.58 1 2.41 0,8 + 1.0 + + + 2. 7. 1 .1 + + + + + 6 8.18 3.79 1.07 + 0.41 + + 0.15 0.07 001 001 003 008 017 0. 149 608 1 735 X43 0,8 11 3, 9.5 1 .0 2 1 2 103 483 + + 2.50 1.64 013 007 + + + 0.01 0.01 0.02 + 0.04 + 0.09 + 0.17 0, + + + + + 1.99 3.86 5. 9 5.68 + + + + + .2 7, 7 7.23 3.32 + 1, 3 0, + + 0.18 0.08 000 001 002 0.03 005 0,10 018 0, 181 385 3, 8 391 123 7L,J 3. 3. 2 3 5 19 2, 9 320 297 + 0. 3 0, 020 006 0.07 0.10 0.13 0.2 + 0.02 + + 2.19 2.46 1. 073 + 06 0. 0 9 0, 7 + + + 9 1.03 0.64 dmn 0.28 0.06 \0.02 + 0.15 + 0.23 + 0. + + 0.96 + + + + + + 2.24 1.04 0,67 0.64 0.68 0.46 0.43 + + + 0.55 0.60 0.69 + + + + 0.66 0.61 0.51 0.40 + 1.91 + + 0.27 0.07 + 0.32 + 015 + + 0,83 + 1.45 + + + + + + 1.11 0.95 0.66 0.57 1.28 1.50 + 0.98 + + + 1.35 118 111 + + + + 1.22 135 0 99 153 + 3.83 + + 0 07 0 05 s =- LAND DEVELOPMENT SERVICES Desgnej .W IV purveyors 501 S. 9th Street, Suite 100, Noblesville,l1N, 46060 Phone: 317.770.1801 Fax: 317.770.1821 Toll Free: 1.800.801.8555 3/9/06 CERTIFIED BY 13 150 132 1, 7 0,62 0.87 2, 5 3.92 3. 0 3162 4.+93 3,56 3, 1 3.92 2 61 0.61 0.18 0.06 0 03 0.69 310 53 171 1, 3 0, 9 2.71 6. 9 2.53 0 97 0.44 016 0.07 0 03 U "++ 5.49 45 2 59 1, 2 0. 8 0.50 1.26 4 36 10.5 15.5 5 14,9 10.1 3.+90 111 0,28 012 007 0,03 0 z Q w lk 10.2 + + 6.21 3.16 1.7 0. 4 0.59 + 1.07 2.89 6.92 10.2 1 6 9,99 6.82 2+71 0.+97 + + 0.07 0.+03 46 2.76 4 7 5.07 25 2.84 1. 1 0. 2 0.76 2.28 4.24 4.19 4.44 6, 3 4,30 4,117 419 2+01 + + 0,+06 0 03 + 0.7 + 47 + + 1.80 2.6 + 2.71 + + 2.50 1.64 + + + + + + + + 1 2 0. 6 1.29 2.02 1.32 1.78 1.49 1 8 153 1.73 1.29 + 1.97 + + + 0.05 + 0.02 + 6 + 23 + + 1.34 1.3 + 1.40 + + 1.54 1.34 + 1, 3 0, + + + + + + + .48 0.46 0, 8 0 3 058 0.53 0.41 + 0.38 + + + 0.09 + 0.02 5 + 85 + + 1.02 lA + 1.35 + + 1.08 1.01 + 0. 3 0, + + + + 9 0.41 0, + + + 7 0.37 + 0.29 . + 010 + 0.02 .'++6 + 06 + + 1.22 1.2 + 1.38 + + 1.30 1.22 + 0, 2 0, + + + + 1 0.94 1, + + +8 7 0.9 + 1,40 '1.040.21 + 0,06 + 0.02 + 017 + 37 + + 1.62 2.0 + 1.91 + + 1.90 1.40 + 1.4 0. + + + + E. 1 3.85 3, + + + , 3 3.81 + 2.71 0.63 0.17 + 0.06 + 0.03 + + 39 + + 2.58 3.8 + 3.83 + + 3.73 2.62 1, 8 0. + , 6 2,62 6, + + 8 2+60 + + + 0.98 046 016 + 0.07 + 0,03 Uf � 75 3.84 7.3 J656 5.50 3.04 1. 3 0. 5 0.53 1. 2 415 102 It 4 It 1 ,2 412 1.12 029 012 0.07 0.03 66 3.74 6 9 8.09 5.33 2,96 1. 5 0. 0 0.65 1.09 2.87 6.94 10.2 1 6 10.2 6.93 2183 0.98 + + 0,07 0,03 2.59 3 6 3.85 3 51 2.54 1. 7 0. 3 0.73 2.13 4 23 4,29 4.47 7 7 4..41 4,27 4+20 2 04 + + 0.06 0103 + + 1.53 1.99 + 1, + + 1.93 1.44 + 1.4 0 1 1,22 + + + + 2.12 1.37 1.82 1.56 + + + 1.13 1.55 1.80 1.33 + 2.01 + + + 0.06 + 0.02 119 223 190 150 0, 6 0.69 0 81 0 1 0.47 0, 7 0 59 0165 0 S9 0. 5 0.42 0 39 0,08 0 02 130 3.50 118 0.97 100 0,71 0 40 0.43 0.51 0.55 059 0.54 0.48 0 38 0.31 , 1 6 010 0.+02 2.80 2 71 2.95 2 02 1.76 1.76 100 1.37 118 106 120 1.32 0.94 150 1.00 0.21 0.06 0 02 2.48 5 59 5 3 3.58 1.73 3 2 4 0 3. 5 3 6 00 .58 . 2 3 91 2.57 0.59 0.1 0.06 0.03 227 611 9, 5 491 1.98 13 2 6. 9 9 3 9 83 6 8 251 096 043 O1 007 0.03 286 106 1 8 571 1.64 1.4 4, 10 1.6 .6 1 390 110 028 01 007 003 + + 2.33 5.16 + + 7 4 4,16 1.73 + + 1,5 2, 6. 3 1 2 + .6 8 2.66 U24,10 + 0.96 + + + 0.06 + 0.03 + + 2.46 4.56 + 5.00 3.00 1.44 + + 2.63 4,28 4,13 4.37 + 6.11 4.17 + 2.0 + + + 0.06 + 0.03 + 0.01 + 0.04 + + 0.08 0.18 + 0.59 + + 3.06 1.64 + + + 1.53 1.09 1.53 + + + + 2.04 1.26 1.69 1.39 + + + + 1.20 1.43 1.63 1.22 + 1.91 + + + 0.04 + 0.02 + + + + + + + +90 0 +91 0 +0 0 +11 n + +41 fl +41 n + + + + + + + + 0.04 + 0.01 + + 0.46 0,34 + + + 0.18 0.15 0.11 + + + + 0.14 0.14 0.17 0.19 + + + + 0.18 0,19 0.15 0,12 + 0.10 + + 0.06 0.0 + 0.05 + 0.01 + 0.13 + + 0.10 0.09 + + + 0.07 0.06 0.04 + + + + 0,06 0.07 0.09 0.09 + + + + 0.08 0.09 0.08 0.05 + 0.04 + + 0.01 0.0 + 0.01 + 0.01 003 004 003 003 003 0.03 003 004 0.04 0.03 004 004 002 002 0,01 001 001 002 001 002 002 0,01 001 002 002 001 0102 001 0.01 000 001 001 001 001 001 001 001 001 001 001 001 s =- LAND DEVELOPMENT SERVICES Desgnej .W IV purveyors 501 S. 9th Street, Suite 100, Noblesville,l1N, 46060 Phone: 317.770.1801 Fax: 317.770.1821 Toll Free: 1.800.801.8555 DATE: 3/9/06 CERTIFIED BY LE CHWD BY: CAL U H a U IW- a 0 � z W ry 0 z Q w + > � =LLJ C/-) U z V) CD >- LLj = m 0� d O � Q LLJ �n o Q w � z tj C/-) J W :2 C5 W Q n1 d U ,.t W Q Q U > )K e�I.t d 0 O � kO V J cj)cc) C C5 rl Uf � L a- rvY+ Z M DATE: 3/9/06 CERTIFIED BY LE CHWD BY: CAL Q LL- a IW- a 0 � z W ry 0 z Q w zo =LLJ C/-) z V) CD >- LLj = m (c) ~ �z O � Q �n o Q w � z C/-) J W :2 W Q U ry Q U DATE: 3/9/06 DRAWN BY: LE CHWD BY: CAL JOB NO. REVISIONS SHEET NO. L101 tOF1 EAST ELEVA11ON EGGLE 1I0' . 1•,8• � V u�sr ELEVA110N BGALE� I/0' I'•0' SOUTH ELEVA11ON ac41 e1 iro• . r -m• Peterson Architentuffl, I I 802 Hulberry Street, Suite G Noblesville, IN 46060 p 01 7.770.9714 f 81 7.770.9718 studio @petersorl arch iteoture,00m � Ow Q 0 LU F� F 0 z CIO J �Q �° a w� C#) n AND ALL SE U Ct+ILY IN RRqA4T TO THE Mtn ttuF;rC. Fpa N.O imt-eR 11.Se CPR V09-ICATIC+4 MAY U-8 MADE ALL OT+-ER COFYRk:*tT 411 COI' MN LAW FdG rm ATRIE N B7 CIFI(LL r F mgvim. PF�LIMINAR'Y DESIGN 5EF'TQI15ER 21, 205 Rev�or� MTE AREVM" MTE Q���lON �ca+om+ao AREVKXM M'm A ra-vmm m'm [sw,wa3 No. � M,qM gy: M STRAIT CHECKED BT D PEfEFSCx'l PFIC7JEGT M.#ASM. 63 -01°19 ExtEwoR ELEvAriori5 A- 69.= 0 1 AND ALL SE U Ct+ILY IN RRqA4T TO THE Mtn ttuF;rC. Fpa N.O imt-eR 11.Se CPR V09-ICATIC+4 MAY U-8 MADE ALL OT+-ER COFYRk:*tT 411 COI' MN LAW FdG rm ATRIE N B7 CIFI(LL r F mgvim.