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HomeMy WebLinkAbout05080015 Civil Construction Plans Rcv. 8/5/2005 DOCSEMERSON RD �P �- Q 3RD ST SE �� /U INDUSTRIAL DR " 5 CITY CENTER DR E� g CHAUNCY ST ti 0 o Q LU DEACON ST ALBRID ST V) ME cr z 0 o T S BEALS Z Z > 0 w ST < SHADY z uj ATHERTON DR w Q w J 5; 0 SLEEPY w I KIMBROUG LN HOLLOW F ~ AUTUMN DR 0 CT :LAIRE �LN 0 = C MELAIRE DR " 5 CITY CENTER DR E� g CHAUNCY ST ti T SE o Q LU DEACON ST ALBRID ST V) ME cr Q 4TH T S BEALS Z Z > 0 w ST < Indianapolis, IN 46218 Q' v V) o T SE 0 w J 5; 0 AM 0 S RUN DR w w I � 0 F ~ AMY'S RUN P CARM CIVIC ISO 3RD T SE o Q LU o m 1441 South Guilford Road !Z Carmel, IN 46032 ME cr Q 4TH T S Ameritech/56C w Z > 0 w NAPPANEE DR Indianapolis, IN 46218 Greg Million— (317) 252 -4266 (317) 972 -9700 5TH T SE 0 0 5; �° Qf AM 0 S RUN DR w w I 0 SHOSHONE DR ~ AMY'S RUN 0 CT :LAIRE DR = C MELAIRE DR LINCOLN CT 6TH ST SE o ONCORD w w C 0 CT W z ST �� 126- Q H Q Xm I - w J WINONAI DR I'o►kr w Z �' LITE DR o Q W tr 0 z Q P.O. Box 1700 1441 South Guilford Road !Z Carmel, IN 46032 o Q Q 0 CABLE TV Ameritech/56C w 5858 North College Avenue w NAPPANEE DR Indianapolis, IN 46218 Greg Million— (317) 252 -4266 (317) 972 -9700 John Duffy 0 5; w I 0 SHOSHONE DR 0 EXECUTIVE DR VICIIVITI' MAP SCALE: 1" = 750' * ON- GAS ELECTRIC VECTREN Cinergy/PSI P.O. Box 1700 1441 South Guilford Road Noblesvlle. IN 46060 Carmel, IN 46032 Chuck Shupperd — (317) 776 -5535 Ron Booher — (317) 581 -3028 TELEPHONE CABLE TV Ameritech/56C Bright House Networks 5858 North College Avenue 3030 Roosevelt Ave. Indianapolis, IN 46220 Indianapolis, IN 46218 Greg Million— (317) 252 -4266 (317) 972 -9700 STREETS & STORM SEWER WATER Carmel Dept of Engineering City of Camel One Civic Square One Civic Square Carmel, IN 46032 Carmel, IN 46032 Dice McBride /Gary Duncan SITE & UTILITY PLAN (317) 571 -2441 OVERALL GRADING & DRAINAGE PLAN C103 FIRE SANITARY SEWER Camel Fre Department Camel City Utilities Two Civic Square Camel, IN 46032 130 Frst Avenue SW Gary Hoyt — (317) 571 -2600 Camel, IN 46032 John Duffy (317) 571 -2648 z 0 z z D ZD) Z) = _ .. 0 z co CON PL Cf) Q �RROw =I HUNITER� LN Utility Hotline: within Indiana 1- 800 - 382 -5544 outside Indiana 1- 800 -428 -5200 NOTE The size and location of utilities are per plans and locations provided by the respective utility companies. All utility companies shall be notified prior to any excavation for field location of services. i ,r L%ill :•� IN SOUTHWEST 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3 EAST ;. r= F 4� # - i - - 3C 3 AMERICAN WAY SOUTH CONSTRUCTION PLANS DEVELOPER: KOSENE & KOSENE 4495 SAGUARO TRAIL INDIANAPOLIS, INDIANA 46268 (317) 299 -9999 REVISIONS DATE: DESCRIPTION I AMERICAN WAY SOUTH SITE, MAP SCALE -1. 1 = 50' ARCHITECT: WEAVER DESIGN GROUP 6201 CARROLLTON AVENUE INDIANAPOLIS, IN 46220 (317) 202 -0661 INDEX SHEET No. DESCRIPTION C100 COVER SHEET C1 TOPOGRAPHIC SURVEY C101 SITE & UTILITY PLAN C102 OVERALL GRADING & DRAINAGE PLAN C103 EROSION CONTROL PLAN & DETAILS C104 EROSION CONTROL SPECIFICATIONS C801 GENERAL DETAILS C901 SPECIFICATIONS - UD `4 L� i C LLI PROPOSED 0 CERTIFIED BY: ROGER C. WARD, JR., P.E. s f THESE DOCUMENTS ARE SUBJECT TO r PERIODIC REVISIONS BY ROGER WARD ENGINEERING. THE HOLDER IS RESPONSIBLE t FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF ROGER WARD ENGINEERING AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN E PART, WITHOUT THE WRITTEN CONSENT OF ROGER WARD ENGINEERING. 2005, ROGER WARD ENGINEERING, INC. Acn Q (� J L' Z O U o f- CV Z W 0 W cc ,:4) � O a J W z � j o � � 0 Q W Z m V 0 Zw!) O Z W J J ch z I> !°� M X c � U Q a� to Z z N 0 �Qv W W z z W J U W W z U) ry W O U a o � WLr,� a �w N O Mn W I. ct ri 4 Ww � z F. z 0 U) < OU-�o I��W z Uj 3:Z LLJ Z U� W W W < LL1 U O Q Q U \\A\ .'� of 40 No. lb PE19800489 -o STATE OF BY: DATE: SHEET C100 OF V JOB #: KAK.018 MmB2 CrA SIT DEVELOPMENT SUMMARY TOTAL DISTURBED AREA = +/- 1.43 ACRES CURRENT ZONING = CITY CENTER (C1) DEVELOPMENT 7 BUILDINGS WITH A TOTAL OF 31 UNITS PARKING: EACH UNIT WILL HAVE A 2 CAR GARAGE = 62 PARKING SPACES. i ;N or Al HOLEY MOLEY SAYS "DON'T DIG BLINDIP "ITS THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE VITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY INSTALLATION NOTE CONTRACTOR TO INSTALL ALL ON -SITE SANITARY SEWER, WATER MAIN & STORM SEWER IN ACCORDANCE WITH THE DEPARTMENT OF ENGINEERING BEDDING, HAUNCHING, INITIAL AND FINAL BACKFILL SPECIFICATIONS AND MUST CONFORM TO THE MINIMUM COVER REQUIREMENTS. ". - i _ -_ _ _ "a 4, • p i• B .:- F.F.E= 842.31 F.F.E= 845.31 F.F.E= 845.31 .F.E= 845.03 F.F.E= 845.03 F.F.E= 845.31 F.F.E= 845.31 F.F.E= 842.31 -: LLE= 832.79 LLE= 835.79 LLE.= 835.79 LE= 835.51 LLE= 835.51 LLE= 835.79 LLE= 835.79 LLE= 832.79 cat chi. 0 1CO. A L - - - -- - - - - -J F.F.E =8431 B LLE = 83279 A A LL =832.79 B �I 2.79 I I F.F.E= 842.3) F.FJE= 842.3) LLE =832 9 23 LL = 832.79 , CIA � 23 � B I B ( A Sanitary Manhole CO. C.O. TC = 831.25 B N Inv. = 827.07' q W Inv. = 827.09' B^ A S Inv. = 827.12' NW Inv. = 827.18' C r_____.� �_____..� C Sanitary Manhole TC = 826.27' SW Inv. 10' i C A F.F.E= 842.03 F.F.E= 842.03 F.F.E =842. F.F.E= 842.03 F.F.E= 841.73 F.F.E =841.73 F.F.E= 841.73 F.F.E= 841.73 A S it yL&EI= 832.51 LLE = 832.51 LLE =83251 LLE =83251 LLE =83221 LLE =83231 LLE = 83221 LLE= 832.21 TC '336.75 C.0 C 0 N 826.77' S Inv. Whole C .E in 3 \ 7 7777 •� Sanitary Manhole _ TC = 837.45 - E Inv. = 826.12' ' %9 S Inv. = 826.20' \ WV W Inv. = 826.10' V �� \\ NA IX W iNTR WTR kg Per iki -•_ r �' `i t:.. ••• %' .. •.. - i _ '.•- 'tea .i'.,'r 1.. M• ,J !. ! • •• •• ,M :i- •. .- 3 C.O. C 0 a 0 G.0 • ` wV F.F.E.=843.45 F.F.E= 843.45 F.F.E= 843.45 F.F.E= 843.45 F.F.E= 843.45 F.F.F.=843`45 , LE =833.93 LLE =833.93 LLE =833.93 LLE = 833.93 LLE.= 833.93 LLE. =833.9 44���S , 193 4. .E_� Ob 4 CF,3�' ,93 L -- - --- L - - - -- - - - - -= L -- - -= an aP 44 hole -= L_ - - -- TC = 832.4 B B Sanitary Manhole C A � q � A ` TC = 832.84 B Sanitary Manhole N Inv. = 827.24' TC = 835.37' E Inv. = 825.28' NW Inv. = 825.39' 1] Pw . n rev r r I Y f [p 8 r� C C c G-) m m 0 m 0 m C fart 0 m GV Sanitary Manhol TC = 831.97' E Inv. = 824.7E W Inv. = 824.6 ©1i 1- D OwA Z r _ J ZO z ° U N Z N 0 w _ d = M N W W W W Z N E 0 0 "1 0 '0 J ® zV H N W ° - �ti � -' ° ° Q w U � � a� cn Z Q � Z N 3 Q z C 3 J 07 Ir w w z z - w J V Z Q J } H J 06 W H m s D 00°66 s m g Z0$ 9 Lij .. V) 0 cn Ld LEGEND. w EXISTING WATER LINE w PROPOSED WATER LINE PROPOSED SANITARY SEWER & MANHOLE o EXISTING STORM SEINER & INLET G EXISTING GAS SERVICE G PROPOSED GAS SERVICE O PROPOSED ASPHALT PAVEMENT O 6» STRAIGHT CURB O 2' CHAIRBACK CURB & GUTTER -CO. PROPOSED SANITARY LATERAL - ^wo EXISTING OVERHEAD E PROPOSED ELECTRIC F7 PROPOSED ELECTRIC TRANSFORMER W AND PAD (SEE DEPARTMENT DESIGN) MmB2 CrA SIT DEVELOPMENT SUMMARY TOTAL DISTURBED AREA = +/- 1.43 ACRES CURRENT ZONING = CITY CENTER (C1) DEVELOPMENT 7 BUILDINGS WITH A TOTAL OF 31 UNITS PARKING: EACH UNIT WILL HAVE A 2 CAR GARAGE = 62 PARKING SPACES. i ;N or Al HOLEY MOLEY SAYS "DON'T DIG BLINDIP "ITS THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE VITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. UTILITY INSTALLATION NOTE CONTRACTOR TO INSTALL ALL ON -SITE SANITARY SEWER, WATER MAIN & STORM SEWER IN ACCORDANCE WITH THE DEPARTMENT OF ENGINEERING BEDDING, HAUNCHING, INITIAL AND FINAL BACKFILL SPECIFICATIONS AND MUST CONFORM TO THE MINIMUM COVER REQUIREMENTS. ". - i _ -_ _ _ "a 4, • p i• B .:- F.F.E= 842.31 F.F.E= 845.31 F.F.E= 845.31 .F.E= 845.03 F.F.E= 845.03 F.F.E= 845.31 F.F.E= 845.31 F.F.E= 842.31 -: LLE= 832.79 LLE= 835.79 LLE.= 835.79 LE= 835.51 LLE= 835.51 LLE= 835.79 LLE= 835.79 LLE= 832.79 cat chi. 0 1CO. A L - - - -- - - - - -J F.F.E =8431 B LLE = 83279 A A LL =832.79 B �I 2.79 I I F.F.E= 842.3) F.FJE= 842.3) LLE =832 9 23 LL = 832.79 , CIA � 23 � B I B ( A Sanitary Manhole CO. C.O. TC = 831.25 B N Inv. = 827.07' q W Inv. = 827.09' B^ A S Inv. = 827.12' NW Inv. = 827.18' C r_____.� �_____..� C Sanitary Manhole TC = 826.27' SW Inv. 10' i C A F.F.E= 842.03 F.F.E= 842.03 F.F.E =842. F.F.E= 842.03 F.F.E= 841.73 F.F.E =841.73 F.F.E= 841.73 F.F.E= 841.73 A S it yL&EI= 832.51 LLE = 832.51 LLE =83251 LLE =83251 LLE =83221 LLE =83231 LLE = 83221 LLE= 832.21 TC '336.75 C.0 C 0 N 826.77' S Inv. Whole C .E in 3 \ 7 7777 •� Sanitary Manhole _ TC = 837.45 - E Inv. = 826.12' ' %9 S Inv. = 826.20' \ WV W Inv. = 826.10' V �� \\ NA IX W iNTR WTR kg Per iki -•_ r �' `i t:.. ••• %' .. •.. - i _ '.•- 'tea .i'.,'r 1.. M• ,J !. ! • •• •• ,M :i- •. .- 3 C.O. C 0 a 0 G.0 • ` wV F.F.E.=843.45 F.F.E= 843.45 F.F.E= 843.45 F.F.E= 843.45 F.F.E= 843.45 F.F.F.=843`45 , LE =833.93 LLE =833.93 LLE =833.93 LLE = 833.93 LLE.= 833.93 LLE. =833.9 44���S , 193 4. .E_� Ob 4 CF,3�' ,93 L -- - --- L - - - -- - - - - -= L -- - -= an aP 44 hole -= L_ - - -- TC = 832.4 B B Sanitary Manhole C A � q � A ` TC = 832.84 B Sanitary Manhole N Inv. = 827.24' TC = 835.37' E Inv. = 825.28' NW Inv. = 825.39' 1] Pw . n rev r r I Y f [p 8 r� C C c G-) m m 0 m 0 m C fart 0 m GV Sanitary Manhol TC = 831.97' E Inv. = 824.7E W Inv. = 824.6 ©1i 1- D OwA Z r _ J ZO z ° U N Z N 0 w _ d = M N W W W W Z N E 0 0 "1 0 '0 J ® zV H N W ° - �ti � -' ° ° Q w U � � a� cn Z Q � Z N 3 Q z C 3 J 07 Ir w w z z - w J V Z Q J } H J 06 W H m s D 00°66 s m g Z0$ 9 Lij .. V) 0 cn Ld No. ; PE19800489 �-o STATE OF I s /ONAL BY: DATE: JOB #: KAK.018 ry WW � � z w z 0 a 0 z (1) w U) < OU -moo Y W>QZ C,6 W Lu UJ W U) ry < 0 'YQ LLJ U :E Q U No. ; PE19800489 �-o STATE OF I s /ONAL BY: DATE: JOB #: KAK.018 C� A N U) z O U N F- N W W La O a N c N J LLI a E>u � w z c`n•, OE O Q Q_ '� � V CO W 0 Z v� z 0 W J o -j a _ �H > UQ M ai z Z r- v , 0 o Q N U') E5 Z "- ... ui W W z_ O z W J_ U 06 (Dz Z:5 o� Q w w cD cD I < J Z � a W � i0 0 No maS C13 co 0 W i M .: cJ r3 .F wW � z� � a wU) z W_ °a OU — }o `1>ML11QZ C'd �— (/)'Zt '. � j WC) <zw ZJaV� LLJ W U) Z> O �v YQ Q U 0. PE19800489 �-o STATE OF NAL�� BY: DATE: SHEET C102 OF 8 JOB #: KAK.018 EROSION CONTROL NOTE DIRT AND DEBRIS SHALL NOT BE TRACKED INTO THE ROADWAYS VIA CONSTRUCTION EQUIPMENT AND PERSONNEL EROSION CONTROL NOTE ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991. IT iS AGAINST THE LAW TD EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. T LEGEND - - _ ---- - - - Existing Storm Sewer 000 -- - Existing Contour 000 - - Proposed Contour ® Proposed Storm Inlet O Permanent Seeding S _- Y �t Silt Fence Inlet Protection Silt Fence Check Dam (straw bales) Temporary Siltation Trap \ •o e- 0 o. •e o •0.006 ••0.6.0. 0'0••`0.6• PUBLIC ROAD ° • 0 • ° 0.6..• 6` 0 . 6 .00. . ' 0•••0.••0.6.0.6• 50 (MIN) ,000,6- 0,0.0.0.0.6• ,••0, a 00, 0- 0.••0.6.0••• ••O.6.0.6.0.6.O.6•p.6• 0.0.0. 6•000-0.0•O•e-O.O- •O •••0.6.0.6.0.6.0.6`0.6.0.6.0.0• 0.6•p •6.0.6.0.6- 0.6.0.••0.6.0.6.0.0 • 0•••0.0- 0•e�0•e -Q.O- 0.6.0• •0.6.0.6.0.0• �e- O.e•O• •0•••0.6.0.6.0.6• •0.0.6.016.0• • •0 •.•••.•.•• •• - 0.6.0.0 -0. •0i6.0.6.0►6.0�0• •. i•�!••••• •!. •.•.•!i• • •- O.O.O• •O. • • . •�• ••.• 00 OO we Owe OHO Owe O•e •• •• 4.0 •e O•e O•a O•e 0.6`0.6. • •. • •. i 0.0 •O • o •O • O - •O . e • O . 6 • • •�•• •0/e•0/0.0/0.0/0.0/0.0i0. �•:• .0.0 -0 e- 0.6.0.••0.0.000. �' :•• "0 0.6.0.0.0.6.0.0• 0 •.• 0.6.0.6.0.6.0.6• 6• - 0 6' (MIN) '0ie'0•e 0.0.0 e• •• :•� .0.0.0 -0• •O ... .0. o 00.0 •o• o. 2 " -3" COARSE ; ' 20' (MIN) AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ASSUMED NORTH ENTRANCE DETAIL SCALE: 1 "= 30 ' 30 0 30 60 90 i po Al n !� �h ?s t%I t f i 0 _ v Q MIN f : - r LEM •.ar�Y I�.�J ••�Ii. T•1 � I� ►�'� T �� 41 L • .� • S- -�i. �� ate' -s r t d !r l� !•gam • � ti�•�a�t1 r-i �:�"i f•,s�1 i � i•iwR /'tt�y Rri i 11� ©r �� �j - ��� � • � ���� \` r •'-• ..Z I./,,♦`•� � I'•`r,•�I�1•i�lwl,'Si �r-•;s e:.LTS! cam 43y « I.^ '�^� Ca4Y! ���� «gi �� -".` c.C� •� I y I.� f r.•:•K:f -! 1 I•I 1�� ���•:RI 1. '� • '3��1 :asl •:r:1i �r . /rr,r./cr:•: • i s s : • �r / r -• i r r�r a 1 v �r � �r • ,••.. j - 1 �f� �! �R /iv 1 • %• i Y -MCI �r'�I' 1 R ��•Ir-'! i f � f l �,y� � i�.I • I /,}I 1,:1x1 r I�1 I I •-1 •'•,R.• i •: 1 . 1 � . •' •tr . ♦ I � • - , • ,,, ,� � - / `1 � • ff !• . f� r -•f�.i � � � �r/ �► � �• r r r,.♦� 1 1 sSi 1 � �•. ... Y �b ;rw. 4. .� • V " I I 1 i.R /:! • •aI�I r I'• I • Iii I /- • Y ; ;y,; :lvJltl w� r ;Y l M : ;Y ! • y � I 1 WM q4 � ♦ • • • • • Z ♦S s .• . •• . ( ��• � -� •/i,,•1 l•�t5 �•:• �. I1� lM►_1I'i,11rI� /f11•'�i,�I.•rri \ �� , / 't r /00/00- •li:i1 ••••!• rla 1 ^� • • "� j. wit !r'1!• 1 11••�••-r1a �,`,�:�li -�i © •� © •��_- _� •`�� 1��f' ,� \ f` r 1"'•,.'•IN•� 1 • • !_: 1.t * 1 i hid!-• If# • -.a .l!.� E�ii1f� l'�i• ���! �; i �� A (! _ I I�� j• • -S •. a.• • • .. .•+,•. • ~ s, / • • •�•t • �j•!� �.� •fir �,1 �%y� • �Rt�• �.R. s l.�,w -� i �� /�) �.. - - - _ __ lr��•;� "� S` ��I,•�I�ii i1 •a��y1rl,414l�Ia•M- ,1=�r,! 1, L% - iT• i �.r R -r�1 i • •�/ lSI�I- ! ►,-/ I I�.I �/I I,,,I• �..� • ;tom. �- _ :� � - � � _r � ••,' � �- s:a:•C w^�i w ♦ • • x-• .► • � _ _ ��°S' • 'J V � •,� � �� � . �� �e�� ��i �i �; ;�::� rz• s 1 � rsr Vii_, • ��•r•- era / ^rrs•ia,1••R,!• \\ � 1 � A t f R'1 i i! �`! i =•L1�! r i �'i 1,l��1; `�� �+`,���+�``l� � ' �� tiia�s�e'ear+rr•'ia�sfiii'i- \ Cy�� i 1�'k\ • +, • tE� r i * •zi.•� r 1 1 1 1% • • fir: .. Sr • r rS• ai f "1 t • • ,• -r 0.. t I::iiiu� -�ie l+,�� � r � 1 � "• 1 '► •-r ! ♦ i 1 f •- r • ♦. _ �y�7 • f1.1_••1�1••II1 -1 /r••i -ei ,' • �,� i� +• • r'i'•�iiir- i�ri�itr�i�ir /� Mme• © i•� ••. 141; 1. •,I •�1w.! II_ti �f I r. •-. a ♦ no ; + no Mill'. :; 1<' a ♦r� i . 1 s�rh rZ1 i �i Y;�1 •S NP r • �:l1••rt11 •rr�1r� • fly! �� + :tL.�r�i •�t ; -: © .:.z � :z. y � = Ell: l i .i � i•, i� l� :. - rf I t I i Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** Temporary Seeding Dates 0000000numn-_ Red Clover** Temporary Seedings 2 stakes (typ) - per bale Kind of Seed 1000 Sq. Ft Acre Remarks Wheat 3.5 lbs. �" or Rye 2 bu. Cover seed 1 to 3. - 1 1/2" deep 2 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep a - - straw bale Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* Creeping Red Fescue Steep Banks and Cuts 15 * Not necessary where mulch is applied. .;0.:. Seedbed Preparation SOIL CONDITION Apply lime to raise the pH to the level needed for species being Plan seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 ft. (n.t.s.) sq. (approximately 1000 pounds per acre) or fertilize according to C. r. g $ MENNEN e v °. O matter and fertility will greatly enhance vegetative growth. Wet stake (typ) Work the fertilizer and lime into the soil to a depth of 2 -3 inches bindings to be with a harrow, disk or rake operated across the slope as much as possible. placed parallel straw bale 5.8 -7.5 2 1 2 to ground Seeding \ - /dam' � - Select a seed mixture based on projected use of the area (Figure 5 -2), ' `1' while considering best seeding dates. See Figure 5-3 this sheet. If toler- ; " W'` 3 "- 6"undertoe ances are a problem, such as salt tolerance of seedings adjacent to streets N '' Permanent Dry S ding Date (n. t. s.) covered by erosion control blanketing. Mulch must be anchored using a mulch SILT FENCE MATERIAL \ anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer 6 F cleats driven up and down slope. Soil Spray SEDIMENT FILTER DETAIL Figure 5 -2: Permanent Seed Mixtures 6" BELOW FINISHED GRADE Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet ME BEEHIVE INLET OR Level and Sloping, Open Areas DRAINAGE COVER 6. Kentucky Bluegrass 40 MEN 5.8 -7.5 2 1 1. SEE SiLT FENCE DETAIL Creeping Red Fescue 40 .9 FOR MATERIAL SPECIFICATIONS. 7. Perennial grass (Turf Type) 170 4.0 5.0 -7.5 1 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. Irrigation needed during this period. To control erosion at times other than In the shaded areas, use mulch. * Late summer seeding dates may be extended 5 days if mulch is applied. ** Increase seeding application by 5OX i EROSION CONTROU NOTE 1. THE TOWNHOME 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. 2. TEMPORARY SEEDED AREAS ESTABLISHED BY THE DEVELOPER SHALL BE MAINTAINED BY THE HOMEBUILDER AND HIS SUB - CONTRACTORS. SILT FENCES PREVIOUSLY INSTALLED WILL BE MAINTAINED. 1 3. INSTALLATION AND MAINTENANCE OF A STABLE CONSTRUCTION SITE ACCESS DRIVE FROM THE SITE TO THE STREET SHALL BE INSTALLED, CONSISTING OF NUMBER 2 STONE 6" THICK AND A MIN. OF 12' WIDE. 1 TOP DRESS AS NEEDED. THIS SHALL BE UTILIZED FOR ACCESS TO THE SITE AND ANY MUD OR DIRT TRACKED INTO THE "STREET SHALL BE PROMPTLY REMOVED AND PLACE IN A STABLE AREA. WATER SHALL NOT BE USED TO FLUSH SILT, MUD OR DEBRIS INTO THE STORM SEWER SYSTEM. 4. INSTALLATION AND MAINTENANCE OF APPROPRIATE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO LAND DISTURBANCE. A SILT FENCE IS TO BE INSTALLED ALONG THE BACK OF CURB AT THE FRONT PROPERTY LINE AND ALONG THE SWALE OR AT THE EDGE OF THE BUILDING AREA. THE SILT FENCE SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION (GRASS) IN ESTABLISHED. 5. SEDIMENT DISCHARGE AND TRACKING MUST BE MINIMIZED THROUGHOUT THE LAND DISTURBING ACTIVITIES ON THE TOWNHOME BLOCK UNTIL PERMANENT STABILIZATION HAS BEEN ACHIEVED. 11 6. CLEAN -UP OF SEDIMENT THAT IS EITHER TRACKED OR WASHED ONTO ROADS.1 BULK CLEARING OF REDISTRIBUTED OR DISPOSED OF IN A MANNER THAT IS IN COMPLIANCE WITH ALL APPLICABLE STATUTES AND RULES. 7. WHEN TiME IS APPROPRIATE, AND AS SOON AS POSSIBLE, ROOF DOWN SPOUT EXTENDERS OF A NON - PERFORATED DRAIN TiLE SHALL BE EXTENDED TO THE STREET OR OTHER SOLID OUTLET UNTiL A A LAWN IS ESTABLISHED. 8. FOR INDIVIDUAL TOWNHOME BLOCKS, FINAL STABILIZATION MEETING THE CRITERIA OF RULE 5 WILL BE ACHIEVED WHEN THE TOWNHOME OPERATOR: A. COMPLETES FINAL STABILIZATION; OR B. HAS INSTALLED APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OCCUPATION OF THE TOWNHOME BY THE OWNER AND HAS INFORMED THE OWNER OF THE REQUIREMENT FOR AND BENEFITS OF FINAL STABILIZATION. FIGURE 5 -3 Red Clover** Temporary Seedings 2 stakes (typ) - per bale Kind of Seed 1000 Sq. Ft Acre Remarks Wheat 3.5 lbs. �" or Rye 2 bu. Cover seed 1 to 3. - 1 1/2" deep flOW Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep a - - straw bale Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* Creeping Red Fescue Steep Banks and Cuts 15 * Not necessary where mulch is applied. .;0.:. Seedbed Preparation SOIL CONDITION Apply lime to raise the pH to the level needed for species being Plan seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 ft. (n.t.s.) sq. (approximately 1000 pounds per acre) or fertilize according to C. r. g $ test. Application of 150 lbs. of ammonium nitrate on areas low in organic e v °. O matter and fertility will greatly enhance vegetative growth. Wet stake (typ) Work the fertilizer and lime into the soil to a depth of 2 -3 inches bindings to be with a harrow, disk or rake operated across the slope as much as possible. placed parallel straw bale 5.8 -7.5 2 1 2 to ground Seeding \ - /dam' � - Select a seed mixture based on projected use of the area (Figure 5 -2), ' `1' while considering best seeding dates. See Figure 5-3 this sheet. If toler- ; " W'` 3 "- 6"undertoe ances are a problem, such as salt tolerance of seedings adjacent to streets N '' and highways, see Figure 5 -4 this sheet before final selection. Dry Mulch Rate Prof i1 e Mulch is to be applied at 2,000 to 3,000 pounds per acre in areas not (n. t. s.) covered by erosion control blanketing. Mulch must be anchored using a mulch SILT FENCE MATERIAL \ anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer 6 F cleats driven up and down slope. Soil Spray SEDIMENT FILTER DETAIL Figure 5 -2: Permanent Seed Mixtures 6" BELOW FINISHED GRADE Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet CROSSBARS BEEHIVE INLET OR Level and Sloping, Open Areas DRAINAGE COVER SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement F All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. 4 FabricWeight ............................ ............................... 4 oz /syd Grab Strength .......................... ............................... Warp 125 lbs. Elongation................».............. ............................... Warp 50 X k f Trapezoidal Tear Strength ........ ............................... 50 lbs. BurstStrength ................»....... ............................... 200 psi I UVResi stance ......................... ............................... > 70 x A.O.S i ..................................... ............................... 50-80 Slurry low Rate .......................... ............................ 225 9Pm /3q• ft I Sediment Retention .................. ............................... 75 Sit Fence Material Stakes O 5' O.C. Fence Post N Ground Surface Fence Post Should Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface i Surface. W 0r SILT FENCE DETAIL NTS 6" HIGH, 12" WIDE GE07EC11LE FABRIC 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 FILLED WITH No. 2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FAEIRIG OR APPROVED EQUAL) 2. all Fescue 25 6 5 5 -8.3 1 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. Red Clover** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 24" Creeping Red Fescue Steep Banks and Cuts 15 .4 i SOIL CONDITION P'� 78 I $ c a w t $ �� C. r. g $ ., e v °. O Salt Tolerance Wet 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 ON a W LATHS Kentucky Bluegrass 25 .6 Dry 5. Tall Fescue Emerald Crownvetch ** 35 10 .22 5.5 -8.3 2 1 SILT FENCE MATERIAL \ - SILT FENCE EXTENDS 6 F Gen. Soil Spray \ 6" BELOW FINISHED GRADE Lawns and High Maintenance Areas \ \ W NOTE 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 1. SEE SiLT FENCE DETAIL Creeping Red Fescue 40 .9 FOR MATERIAL SPECIFICATIONS. 7. Perennial grass (Turf Type) 170 4.0 5.0 -7.5 1 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 INLET PROTECTION •- SILT FENCE * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. Ranking: Salt Tolerance (to both soil salts do spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5 -4 RUN off RUN OFF PAVED AREA INLET I PAVED AREA INLET SEDIMENT BARRIER NO SCALE 20' INLET N I I LiMIT OF TEMPORARY SUMP I PAN E PERMANENT 10, / -FINISH GRADE 10' INLET 3:1 MAX 3:1 MAX TEMPORARY SUMP GRADE PROFILE NOTE: TEMPORARY SLTATiON SUMPS SHALL BE USED IN ALL AREAS AS SHOWN ON THIS PLAN UNTiL THE PAVEMENT IS PLACED. AT THAT I TiME, SAND BAGS SHALL BE UTILIZED. _ PORA S! A TION TR j;�ICAL¢R ALL INLETS SCALE NONE B 0 E AVEMENT IS IN PLACE �Q W .,t Z �V o U Q (T� Z W 0 W� °�- U a Ww� W > d C14 o 0 Qo� WZv_ c 0 V oW;- } J J c� c �j► W J - H > 00 °' IX U C N � Q a� W Z Z Z N g z Ui W LLJ Z 0 Z W J_ U o mas M g 0 ors Lll �-- -� o Z 0 F--� Up Z 06 O Z W 0 V I WI 1 1 1 CA:,:C4 ri4 Ww = Z� �Q W °Q _ 00-�� Ne >= Z o U) W ZW Q W n� Wa oa Q� U •III T •• �\ rr�,G1SFjp'•f /��� • • PE19800489 S-o l. . STATE OF R; • N--- ZONAL``E���� BY: DATE: SHEET C103 OF 8 JOB #: KAK.018 • C n V .. SOIL CONDITION P'� 78 I $ c a w t $ �� C. r. g $ ., e v °. O Salt Tolerance Wet a { ON a O5. Dry a3 i x x 6 F Gen. Soil Spray Creeping Red Fescue Festuca rubro 2 1 2 1 1 1 Med. 1 20-2.5 12 -18 7 -21 S Kentucky Bluegrass Poo pratinsis 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10-20 MT Tall Fescue Festuca L arundinacea 2 1 1 1 1 1 Low 1 24 -35 24-36 5 -14 T Perennial ryegrass 2 1 2 - 1 2 Med 2 15-20 12 -18 5 -10 Lolium perenne High MT Crownvetch - 1 1 2 - - Low 1 24 14-21 T Coronilla varia 15-10 Red Clover - 1 _ 2 _ _ Med 1 7 -10 18 5 -10 S S Trifolium protense Ranking: Salt Tolerance (to both soil salts do spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5 -4 RUN off RUN OFF PAVED AREA INLET I PAVED AREA INLET SEDIMENT BARRIER NO SCALE 20' INLET N I I LiMIT OF TEMPORARY SUMP I PAN E PERMANENT 10, / -FINISH GRADE 10' INLET 3:1 MAX 3:1 MAX TEMPORARY SUMP GRADE PROFILE NOTE: TEMPORARY SLTATiON SUMPS SHALL BE USED IN ALL AREAS AS SHOWN ON THIS PLAN UNTiL THE PAVEMENT IS PLACED. AT THAT I TiME, SAND BAGS SHALL BE UTILIZED. _ PORA S! A TION TR j;�ICAL¢R ALL INLETS SCALE NONE B 0 E AVEMENT IS IN PLACE �Q W .,t Z �V o U Q (T� Z W 0 W� °�- U a Ww� W > d C14 o 0 Qo� WZv_ c 0 V oW;- } J J c� c �j► W J - H > 00 °' IX U C N � Q a� W Z Z Z N g z Ui W LLJ Z 0 Z W J_ U o mas M g 0 ors Lll �-- -� o Z 0 F--� Up Z 06 O Z W 0 V I WI 1 1 1 CA:,:C4 ri4 Ww = Z� �Q W °Q _ 00-�� Ne >= Z o U) W ZW Q W n� Wa oa Q� U •III T •• �\ rr�,G1SFjp'•f /��� • • PE19800489 S-o l. . STATE OF R; • N--- ZONAL``E���� BY: DATE: SHEET C103 OF 8 JOB #: KAK.018 A31 PROJECT DESCRIPTION This project is located just southwest of the intersection of American Way N. and 3rd Ave. in Carmel. The disturbed area for the site is approximately 1.43 acres. Part of the site is currently developed with 7 condominium buildings and landscaping around the buildings. The proposed improvements will consist 6 condominium buildings with a total of 31 units, parking facilities and associated infrastructure. A4 VICINITY MAP The vicinity map showing the project location can be seen on sheet C100. (A5) LEGAL DESCRIPTION. The legal land description can be seen on sheet C101. Latitude: # N39' 58' 05" Longitude: # W86' 07' 56" (A6) LOT LOCATION AND SITE IMPROVEMENTS The lot boundaries and numbers, utility location, roads, structures and common areas can be seen on the development plan (Sheet C101). A7 HYDROLOGIC UNIT CODE. HUC -14: # 05120201090030 A81 REQUIRED STATE OR FEDERAL WATER There are no required State or Federal water quality permits for the project site. UALITY PERMITS (A9) STORMWATER DISCHARGE POINTS. The site's runoff will be collected by the existing storm water sewer and be directed north. A101 SITE WETLANDS,-- LAKES AND WATER COURSES. N/A A11 RECEIVING WATERS Runoff from the project site will be recieved by the existing storm sewer system. A121 POTENTIAL DISCHARGES TO GROUNDWATER. There are no sinkholes or uncapped abandoned wells located on the project site or downstream of the project site. There are also no infiltration practices planned for the project. A13 i 100 YEAR FLOODPL FLOODWAYS AND FRINGES The project site does not lie within a 100 year floodplain. A141 ESTIMATED PEAK DISCHARGE PR -CSO Post- con stru ction: 2-year run -off 4, 04cfs 10 -year run -off 6. 31 cfs 100 -year run -off 9. 24cfs PR -RWE Post- con stru ction: 2-year run -off 3.55cfs 10 -year run -off 5. 74cfs 100 -year run -off 8. 59cfs These numbers were calculated using the SCS II distribution method. A151 ADJACENT LANDUSE The existing land uses adjacent to the site are as follows: North: City Center (Cl) West: City Center (Cl) South: Industrial (11) East: City Center (Cl) (A16) CONSTRUCTION LIMITS The overall disturbed area is + / -1. 43 acres. A17 EXISTING VEGETATIVE COVER The existing site is currently covered with grass vegetation. (A18) SOILS MAP The soils map is located on sheet C101. Soil maps from the United States Department of Agriculture, Soil Conservation Service, identify Crosby silt loam (CrA - 33% site), Miami Silt Loom (MmB2 - 51%) and Brookston silt loam (Br - 16X). The Crosby silt loam soil is a type 'C' soil. The Brookston silt loam and the Miami sil t loam soils are a type 'B' sots. A201 OFF -SITE CONSTRUCTION PLAN. Off -site services will be payed for by the utility or local government agency. A21 SOIL STOCKPILE, BORROW AND /OR DISPOSAL There w I I U be no soil stockpile for the project s I te. 131) °POTENTIAL CONSTRUCTION POLLUTANTS Potential pollutants sources relative to a construction site may include, but are not limited to material and fuel storage areas, fueling locations, exposed soils and leaking vehicle /equipment. Potential pollutants that may appear at the site due to construction activities include, but are not limited to diesel fuel, gasoline, concrete and concrete washout, solid waste, sediment, paint and solvents, equipment repair products, anti -freeze and fertilizer. (132) STORMWATER QUALITY SEQUENCE STEP # 1: BEFORE CONSTRUCTION, EVALUATE, MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G., WETLANDS) TO BE PRESERVED, AND VEGETATION SUITABLE FOR FILTER STRIPS A. POST THE N01 AND CONTACT INFORMATION FOR THE PERSON ONSITE RESPONSIBLE FOR THE PROJECT B. NOTIFY IDEM AND THE SWCD (773 -1406) WITHIN 48 HOURS OF STARTING CONSTRUCTION. C. DESIGNATE THE PERSON RESPONSIBLE FOR SITE EVALUATIONS AFTER EACH 1/2- RAIN OR LONGER OR AT LEAST ONE TIME A WEEK. D. SCHEDULE A PRECONSTRUCTION MEETING WITH THE SWCD. STEP # 2: INSTALL INITIAL PERIMETER SiLT FENCE ALONG THE BOUNDARY UNE OF THE DEVELOPMENT AREA WHERE NOTED. STEP # 3: STRIP TOPSOIL AND SEED STOCKPILE. STEP # 4: START MASS EARTHWORK - PERMANENTLY SEED AND INSTALL EROSION CONTROL BLANKETS IN COMPLETED BASINS. - PERMANENTLY SEED AND INSTALL EROSION CONTROL BLANKETS IN SWALES THAT DRAIN - PERMANENTLY OR TEMPORARILY SEED AND INSTALL EROSION CONTROL BLANKETS ON STEEP SLOPES. - COMPLETE INSTALLATION OF STORMWATER OUTLETS. STEP # 5: COMPLETE MASS GRADING. SEED LOTS AND COMMON AREAS LESS THE AREA BEHIND CURBS. STEP # 6: INSTAL_ SANITARY AND STORM SEWERS. INSTALL INLET PROTECTION AS INLETS ARE INSTALLED. STEP # 7: INSTAL_ ROADS, CURBS, PAVEMENT AND FINISH BACKFiWNG. SEED RIGHT -OF -WAYS AND OTHER DISTURBED AREAS NOT PREVIOUSLY SEEDED. STEP # 8: INSTALL UTIUTIES. STEP # 9: FINISH LANDSCAPING AND SEED DISTURBED AREAS WHERE UTiUTiES ARE INSTALLED STEP # 10: PROVIDE EROSION AND SEDIMENT CONTROL DURING HOME CONSTRUCTION. STEP # 11. REMOVE EROSION AND SEDIMENT CONTROL PRACTICES AFTER WATERSHED HAS BEEN PERMANENTLY STABIUZED. STEP # 12. MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES THROUGHOUT THE DURATION OF THE PROJECT. NOTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FiNAL) WHERE AREAS WiLL BE IDLE OF CONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYS OR MORE. 1. 2. 3. 4. 5. 7. 8. 4 10. 11. 12. GENERAL NOTES 9,110 ill CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED, IN THE AREAS SHOWN ON THE PLANS, IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TiME EACH INLET IS CONSTRUCTED. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS EROSION CONTROL TO COMPLY WITH INDIANA 327 iAC AND RULE #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. 133) CONSTRUCTION ENTRANCE INFORMATION The location of the construction entrance is on sheet C103. The construction entrance details are on sheet C103. 134) SHEET FLOW SEDIMENT CONTROL, Silt fence, temporary seeding and inlet protection will be used as erosion control measures for sheet flows. The details and specifications for each stated sediment control measure is on sheet C103. (135) CONCENTRATED FLOW SEDIMENT CONTROL, Inlet protection and temporary seeding will be used as erosion control measures for concentrated flows. The details and specifications for each stated sediment control measure is on sheet C103. (136) INLET PROTECTION LOCATIONS AND SPECS The location of each inlet protection measure are on sheet C103. The details and specifications for each inlet measure are on sheet 0103. '1371 RUNOFF CONTROL MEASURES The runoff control measures are the same as those listed for sheet and concentrated flow control. The locations of each measure are on sheet C103. The details and specifications of each runoff control measure are on sheet C103. �138) OUTLET PROTECTION SPECIFICATIONS Existing rip -rap will be utilized when the storm water exits the existing storm sewer. BGRADE STABILIZATION MEASURES, No grade stabilization structures were needed on the project site. (1310) STORMWATER QUALITY DETAILS The location of stormwater quality measures are on sheet C103. The stormwater quality specifications are provided on sheet C103. f131 1) TEMPORARY SURFACE STABILIZATION Temporary seeding will be used as temporary surface stabilization measures. The location of each temporary surface stabilization measure are on sheet C103. The details and specifications for each stated measure are on sheet 0103. (1312) PERMANENT SURFACE STABILIZATION Permanent seeding will be used as permanent surface stabilization measures. The location of each permanent surface stabilization measure are on sheet C103. The details and specifications for each stated measure are on sheet C103. 1313) MATERIAL HANDLING AND SPILL PREVENTION Expected materials that may appear at the site due to construction activities include, but are not limited to petroleum products, fertilizers, paint and solvents, and concrete. Materials shall be stored in the designated material storage area. Spill prevention for vehicle and equipment fueling shall conform to the following practices: vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations: Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/Exit. Implementation: Use offsite fueling stations as much as possible. Discourage "topping -off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an Impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the absorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater ninon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level -grade area. Protect fueling areas with berms and dikes to prevent ninon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soils. Spill prevention for solid waste shall conform to the following practices: Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures, and building construction. Packaging materials including wood, paper, and plastic. Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products. Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes. Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non - hazardous equipment parts, Styrofoom and other package - hauling contractors that you will accept only watertight construction materials. Select designated waste collection areas onsite. Inform trash adequate number of dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it Is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (sued oils, solvents and paints) and chemicals (acids. pesticides, additives. curing compounds) are not disposed of in dumpsters designed for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspect construction waste area regularly. Arrange for regular waste collection. Spill prevention for concrete washout shall conform to the following practices: Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be duped onsite, except in designated areas. Locate washout areas at least 50 ft from storm drains, open ditches, or water bodies. Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. The cleanup parameters shall conform to the following practices: The developer / homeowners association shall be continually kept informed, maintain lists of qualified contractors and available Vac - trucks, tank pumpers and other equipment readily accessible for cleanup operations. In addition, a continually updated list of available absorbent materials and cleanup supplies should be kept on site. All maintenance personnel will be made aware of techniques for prevention of spills. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of spills and / or necessary alteration to this plan. When spills occur which could endanger human life and this become primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. Spill prevention for vehicle and equipment maintenance shall conform to the following practices: Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site ". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles / equipment offsite should by done in conjunction with a stabilized construction entrance / exit. Out door vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and water courses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over and impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices. Use absorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Deep vehicles and equipment dean; do not allow excessive buildup of of and grease. Segregate and recycle wastes, such as greases, used of or of filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should by placed under all vehicles and equipment placed on docks, barges, other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Properly dispose of or recycle used batteries. Do not place used oil in a dumpster or pour into a storm drain or water course. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Don not bury tires. Repair leaks of fluids and of immediately. Spill prevention for fertilizers shall conform to the following practices: Fertilizer's used will be applied only in the minimum amounts recommended by the manufacturer. Once applied, fertilizer will be worked into the soil to limit exposure to storm water. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills. Spill prevention for paint and solvents shall conform to the following practices: All containers will be tightly sealed and stored when not required for use. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM but will be properly disposed of according to manufacturers' instructions or State or local regulations. Spill prevention and cleanup shall conform to IDEM form 327 IAC 2 -6 and the Carmel Fire Department shall be contacted in the case of a material spill occurring . (1314) MONITORING AND MAITENANCE GUIDELINES EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE * MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE 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 TEMPORARY DIVERSIONS WEEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GR LNG RIP -RAP HORSESHOE WEEKLY AFTER STORM EVENTS AND AS NEEDED IMMEDIATELY AFTER DETENTION BASIN CONSTRUCTION PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS 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 REMOVAL OF RIP RAP HORSESHOE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED O N o * - SEE CHART FOR MAINTENANCE REVAREMtN I5 t E EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS i t 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMiPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOUW FOR THE NEXT RAIN. TAKING CARE NOT TO UNDERMW THE ENTRENCHED BALES 2 INSPECT PERIODIC Ly FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABiL M, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT THE SiLT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2 IF FENCE FABRIC TEARS, STARTS TO DE0003M OR N ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR iS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, RE6VvE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. I TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREI0I7S 6 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2 REMOVE SEDItOT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION. AND RE -SEED IF NECESSAR 5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REDUCE My DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES N THE SPILLWAY ARE ABOVE DESIGN GRADE. I 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJONNG AREAS,, AND STABILIZE. SANDBAG CURB INLET SEDIMENT BARRIER MANTENANCE`REQUIREMENTS 1. INSPECT FREQUDMY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR F NECESSARY. Z INSPECT AFTER EACH STORM EVENT 3. REMOVE SEDU NT, WITHOUT I LLISHNG, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. ! 4. DEPOSIT REMOVED SEDIMENT WARE IT VALL NOT ENTER STORM DRAMS. i BLACK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS 1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTiLE FABRIC, IF USED. 2 PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WATHOUT FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION. 3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS. 4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS ELI STABILIZED, REMOVE THE GRAVEL, WiRE MESH, GEOTMILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. I 2 IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOq.. RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BUM' U. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTEi ANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL WEEKLY AND AFTER STORM EVENTS OR HEAVY USE 2 RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDWT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SYEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5, REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. Cl) POTENTIAL LANDUSE POLLUTANTS Potential pollutant sources that may appear at the site due to proposed land use activities, but are not limited to vehicles, exposed soil and trash. Potential pollutants Include, but are not limited to oil, grease, diesel fuel, gasoline, anti - freeze, auto soap and fertilizer. (C2) STORMWATER QUALITY IMPLEMENTATION. Final stormwater quality measures will be implemented after buildings are finished and grading is finalized. Sequences of stormwater quality items are described in the erosion control schedule in Section B2. i (C3) STORMWATER QUALITY DESCRIPTION. This development is part of a master - planned development and will utilize the existing storm sewer and sediment removal plan. Permanent seeding, the use of swales, and the implementation of a landscaping plan will help in the reduction of pollutants in stormwater run -off. i (C5) MAINTENANCE GUIDELINES. The maintenance for the proposed post - construction water quality measures will be provided for by the Home Owners Association. i f J � 0 (Y. Z F-F- 0 0 ~ VA V Z LL O V Q J w O o- w Z Z 4 O O N o 04 t2 N 0 a o (n N � tN 9 W > D N o 0 0 > Q Qo L) V W z w ® z O W Jam_°° J -J th - Z > O O (n Z Q N `LO ? v W W W Z z W J v J 0 (Y. Z F-F- 0 0 ~ U V Z LL O V cn w O o- w D W U-) co m0 ui �Qz.. 0 WIcJ13 W W � F- w2 oz U)W_cn¢ OU -moo ��� Z W U =Qw W W�wQ U I0� fy Q N . . No. PE19800489 ' �-o = STATE OF 'j�S�ONA1. G``�• ///111111111 BY: DATE: SHEET C104 OF 8 JOB #: KAK.018 EDGE OF PAVOM. C11A GUTTER CR SLXM STRUCTURE N THE PUBLIC R/W •rr r •• • a. r• � I•� %i�I� ? %�� %•� %� %•� %•� %ice %•� %�� %��� •�•��!�`'`I,` NO SCALE NDTE: ALL BEDDING alt NITIAL BACI U SHALL BE DISTAIM N C To 1Y BALANCED LIFTS A 1 1111AI 9• OF CLEARANCE SHALL BE PR01IDED ON EACH SIDE OF THE INSTALLED PPE TRENCH DETAIL PUISTIC PEE (PVC & HDPE) D.GAN. /501 -05 EDGE OF PAVEMENT, CURB, GUTTER, OR SIMILAR STRUCTURE IN THE PUBLIC R/W GREATER THAN 5' "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 957 STANDARD PROCTOR DENSITY MIN. 1.25 Bc+1r 101. if 1rLTr #5 �S,I�CR CLASS 1 eECONC Muro�u j ,i•- . 4• HAND TAM OR W4= NTT) PLACE ~ ' =r. ••r: ' • / 4. GREATER THAN 5' FROM EDGE OF PAVEMENT NO SCALE NDTE: ALL OEM A WA BAWD LEGEND � L� Be � �M A TIN W r OF CLEARANCE SFW.L D - INSIDE DIAIETER BE PRdYOED ON EACH SIDE OF d - DEPTH OF BEDDWG 1W NSTALLm PPE UATM AL BELOW PPE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH EDGE OF PAVEMENT, CURB, GUTTER, OR SIMILAR STRUCTURE IN THE PUBLIC R/W 5' OR DEPTH OF BEDDING MATERIAL BELOW PIPE D (d )Min. 2r & SMALLER 3' 3T TO " 4" 66" & LARGE 6" ■ STANDARD PROCTOR z 1/6 Bc DENSITY CONCRETE COl1Nt TO BE USED N PAVED AREAS ONLY V PPE APPROX. W I' NO SCALE NDTE: ALL BEDDING alt NITIAL BACI U SHALL BE DISTAIM N C To 1Y BALANCED LIFTS A 1 1111AI 9• OF CLEARANCE SHALL BE PR01IDED ON EACH SIDE OF THE INSTALLED PPE TRENCH DETAIL PUISTIC PEE (PVC & HDPE) D.GAN. /501 -05 EDGE OF PAVEMENT, CURB, GUTTER, OR SIMILAR STRUCTURE IN THE PUBLIC R/W GREATER THAN 5' "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 957 STANDARD PROCTOR DENSITY MIN. 1.25 Bc+1r 101. if 1rLTr #5 �S,I�CR CLASS 1 eECONC Muro�u j ,i•- . 4• HAND TAM OR W4= NTT) PLACE ~ ' =r. ••r: ' • / 4. GREATER THAN 5' FROM EDGE OF PAVEMENT NO SCALE NDTE: ALL OEM A WA BAWD LEGEND � L� Be � �M A TIN W r OF CLEARANCE SFW.L D - INSIDE DIAIETER BE PRdYOED ON EACH SIDE OF d - DEPTH OF BEDDWG 1W NSTALLm PPE UATM AL BELOW PPE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH EDGE OF PAVEMENT, CURB, GUTTER, OR SIMILAR STRUCTURE IN THE PUBLIC R/W 5' OR DEPTH OF BEDDING MATERIAL BELOW PIPE D (d )Min. 2r & SMALLER 3' 3T TO " 4" 66" & LARGE 6" "B" BORROW OR EQUIV. GRANULAR MATERIAL - T- CC&TIN G W/ = �. NEDW R- 1974 -A OR CI.EAIIOUT PLUG '`s •• � COMPACTED TO 95% FNSH GttADE STANDARD PROCTOR z 1/6 Bc DENSITY r -: TRENCH DETAIL PLASTIC PIPE (PVC & HDPE) D.C.AJL # 501-06 1.25 Bc +12 MIN. V TOPSOIL TO ENSURE GRASS GROWTH GREATER THAN 5' FROM EDGE OF PAVEMENT WITHIN 5' OF EDGE OF PAVEMENT NORMAL GRADE 1/4- PER FOOT MIN.-1/8- PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90' :a:: ................ 30' MIN BEDDING, DE TAIL REINFORCED CONCRETE PIPE (RCP) ISOMETRIC PLAN LONG RADIUS SECTION A -A ;: CONCRETE ENCASEMENT DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN NEW CONNECTION TO MAIN SEWER LEGEND Be. - OUTSIDE MAIM D - NSDE gA1M d - DEPTH OF BEDDING MATERIAL BELOW PPE TYPICAL UTILITY CROSSING COVER do SEAL NO SCALE PAVEMENT t 3" OF TOPSOIL 6" 24" CONCRETE " 6" 1 8" 3000 PS! 6 1/2"r 3" OF TOP SOIL •o •o •o •o O o °O o •O O •O • o .• 00000000000•0 000 •� �Rq PAVEMENT �p '• •.: 0 °0. 0 °0 90 °0 • 0:0 •, s'•_ :f;ir. PEE GRAVEL 0 0000o•o°o•0 •• `L� 3 4" "' �, EXISTING BACKFILL \ 0 • ; o 00 vo a°, o:°, r / 0 0 0 0 0 «w •.. •• ' -•• s.' •i4• N t D•o°•O °0.0.0.0 I ) •�. ,;.•, =�_: '« BACKFI GROUND / o •o . o •o . o •o . 0,00 • cV • + d- `.� ;f;,r.• / o °0.0.0.0 °o•0 0 BACKFILL " "• •••:. , .:. . -. : • :...= ,�::r• s y o•o°o•o°o•e°o•o •t••, •� - ••ti•�.. •.• •.•� „�,:ir // O•o °0•o °0.0.0.0• • p: cp GRANULAR ? ••` o •o • o °o . • '�• BACKFILL / 0.0 °0 0.0 .-• { o °D. 0 0 ~ 0 24” 12" MIN. 0 . 0.0 • CID COMPACTED SUBGRADE STRAIGHT CONCRETE CURB DETAIL 4" 4" OR AGGREGATE BASE MIN MIN `PIPE UNDERDRAIN NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. IN PARKING LOTS CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. COMBINED CONCRETE CURB * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I I USE 6" SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY I I OTHERWISE SPECIFIED SUPPORTED THROUGHOUT ITS I I I LENGTH. I 1 I I I I APPROX 90' I I I I LONG RADIUS CURVE TAM A L _ SPECIFIED I - - -- I - - -- I - - - - -- ON PLANS -- I - -- — — — — I -- — -- I — - - -- * SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL (N PAVED AREAS saw Cut for CC&TIN G W/ = �. NEDW R- 1974 -A OR CI.EAIIOUT PLUG APPROVED EQUAL 1.5" H•AG Surface � G• FNSH GttADE z CONCRETE COl1Nt TO BE USED N PAVED AREAS ONLY V PPE APPROX. W LANG RADUS WYE -% 1.5" Below t ie Existng Pavement SPRING LINE OF PPE � PLUG It « A. AND GUTTER (TYPE 11) • 0-0 • 0-0 • 0-0 • 0 0 • 0-000-000-090-0 • O 00 • 0 00 • 0 00 • 0 00 • 0 00 0 00 • 0 00 • 0 00 • 0 00 C • 0 0 0 • 0 00 • 0 0 0 • 0 0. 0 0• 0 0 0 • 0 0 0 0 0 0 0 • 0 0 00 . 0 00 . 0 00 • 00 • 00 • 0 00 • 0 00 • 0 00 • 0 00 • 1 -1/2" H.A.C. SURFACE 2 -1/2" H.A.C. BINDER 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION- PLACE T DIA ocrnwABLE -v I PREF ED GASKET MATEMAL WI EACH KEYWAY (SEE DETAIL). PLAN VIEW 6• Z rOR FLANGE OF CASTING ... = ::::: ::x::: NOMINAL 1/� 24" I.D. .' '� ''�• {.'� • . 1�r BgASE EXTRUDAE3I.EpR� ORMED F ---�-i GASF�ET 1IATT7ZIAL (�) SEE PW SPECS. G K i SECTION A —A ADJUSTING RING DETAIL APPLIED JOINT SEALER I 1/2' PERFORATED TOOL BOTH SIDES OF EXPANSION MATERIAL EXPANSION JOINT LLI 1/2- I EXPANSION JOINT DETAIL. k saw Cut for Existing � peon Break 1.5" H•AG Surface Pavement � 80' RIGHT OF WAY I z •rs �{ Thick Plain Concrete to be Finished 1.5" Below t ie Existng Pavement 1' 2' 13' 13' ' 2' Flowable Ft11 to be Placed Entire Trench Min. Both w to Bottom of Concrete Elevation Sides of Trench CONC. WALK NOTES: O 11' (CUL —DE —SAC) 1. New surface Is to be sloped at the 11' (CUL —DE —SAC) some rate as the existing surface• I =� 2 Existing pavement is to be saw cut for 1 /4 " /FT. (MIN) a dean break. s Z 2 F_ � 3. Trench spoil is to be removed from site. t PROFILE GRADE CONC. ROLL CURB 4. 1.5" H.A•C. fl I surface. 1 /4 " /FT. (MIN.) 5. Bituminous tads applied as per "Ind'wna LL- Dept. of Highways Standard Specification w > W 409 d: 902 SLOPE 1/4" PER FT (MIN) -- 6. An lane markngs, song, stop bars, LtQ1 W QOM etc. disturbed or removed during f o O, excavation activities, shall be returned to . :�. ":!'�'.�: •.•.•••.•.•. 0.0.0.0.• • •:•: • :•:•:•:•i•:• their original corKlition. IL �- r !:: :.Y•- •�.l :: 7. Plain concrete is to be finished 1.5" below the existing pavement. & Cut shall be steel plated during concrete cure trne and until asphalt is applied. ROAD CUT PATCH DETAIL 1. THE CURB AND GUTTER SHALL BE AS SHOWN ON THE CURB AND GUTTER STANDARD SHEETS. G E 2. THE LOCATION OF THE PROFILE GRADE SHALL BE INDICATED ON THE TYPICAL SECTION FOR EACH STREET SECTION USED INA SET OF CONSTRUCTION PLANS. 3. THE SIDEWALK SHALL BE LOCATED IN ACCORDANCE WITH THE SIDEWALK STANDARD SHEETS. f PAVEMENT SECTION WITHIN RIGHT —OF —WAY (FIGURE 5 -4B) I M 80' RIGHT OF WAY I z 30' — 40' BACK TO BACK DRIVE 1' 2' 13' 13' ' 2' 1' w CONC. WALK O 11' (CUL —DE —SAC) 11' (CUL —DE —SAC) CONC. WALK =� r 3 1 /4 " /FT. (MIN) 0 Z 2 F_ � CURB & GUTTER PROFILE GRADE CONC. ROLL CURB A- A4 1 /4 " /FT. (MIN.) Q 3 LL- w > W SLOPE 1/4" PER FT (MIN) -- SLOPE 1/4" PER FT. (MIN) LtQ1 W QOM Z o O, .................... . :�. ":!'�'.�: •.•.•••.•.•. 0.0.0.0.• • •:•: • :•:•:•:•i•:• :•:•: IL �- r !:: :.Y•- •�.l :: --,MC > O O 1` rn C it j V MIN. FLEXIBLE PAVEMENT � j MIN. RIGID PAVEMENT OPTIONAL JOINT LOCATIONS o Q 1 1/2- H.A. SURFACE ON 4" H.A. BINDER ON 7" PLAIN CON RE C3 � 9" COMP. AGGREGATE BASE #53 z PREPARED SUBGRADE PER IND ANA DEPARTMENT OF cn TRANSPORTATION STANDARD SPECIFICATION No. 207 W W NOT TO SCALE 1. THE CURB AND GUTTER SHALL BE AS SHOWN ON THE CURB AND GUTTER STANDARD SHEETS. G E 2. THE LOCATION OF THE PROFILE GRADE SHALL BE INDICATED ON THE TYPICAL SECTION FOR EACH STREET SECTION USED INA SET OF CONSTRUCTION PLANS. 3. THE SIDEWALK SHALL BE LOCATED IN ACCORDANCE WITH THE SIDEWALK STANDARD SHEETS. f PAVEMENT SECTION WITHIN RIGHT —OF —WAY C/) J Q H W D J Q W Z W U o W�go mad m 8 LILT � F- z .. Z 0 V I W: cal WS 4 WW � z� � a U W�W_�Q OU -�-o V ���z W U =zw .. Z JaV� W � cr. Q OQ Q U U • l PE19800489 STATE OF fit /���CSSI D I,A���. BY: DATE: SHEET C801 OF 8 JOB #: KAK.018 M z Q J z O N o 0 Z 2 F_ � o A- A4 a N �o N a' w > W .- 1+�1 0 (� LtQ1 W QOM Z N 0 0 V ® z °J W z IL �- --,MC > O O 1` rn C lM*'f j V Q � j � o Q Z C3 � � z cn W W z C7 Z W U C/) J Q H W D J Q W Z W U o W�go mad m 8 LILT � F- z .. Z 0 V I W: cal WS 4 WW � z� � a U W�W_�Q OU -�-o V ���z W U =zw .. Z JaV� W � cr. Q OQ Q U U • l PE19800489 STATE OF fit /���CSSI D I,A���. BY: DATE: SHEET C801 OF 8 JOB #: KAK.018 EARTHWORK 8. Earth Work Balance J. Flushing Sewers - Flush all santtnry sewers except G. Backfilling - for a depth of at least 12 Inches above the top of the pipe, backflll with earth or 3. Placing Concrete - Concrete shall be deposited so as to require as little 0 The Contractor shall confirm all earthwork quantities building sewers with water to obtain free flow granular material free from large stones, rock rehandling as practicable. When concrete Is pr to start of construction. If an excess or P through each line. Remove all silt and trash from fragments, roots or sod Tam this backflll g P to be placed at an atmospheric temperature of I I . SCOPE OF WORK shortage of earth Is encountered, the Contractor shall a urtenances ust prior to acceptance of work. PP J P P thoroughly, Inking care not to disturb the pipe. 35 degrees F. or less, paragraph 702.10 of � U) A. Extents The work required under this section confirm with the Owner and Engineer the requirements for stockpiling, removal or Importing of earth. K. Plastic Sewer Pipe Installation - Plastic sewer For the remaInIng trench depth, backflll with the Indiana Department of Transportation Specifications latest revision shall be f consists of all excavating, filling, rough grading pipe shall be Installed In a accordance with ASTM earth or granular material containing stones or unde rocks not larger than 4 Inches. Backftll under followed. � and related items necessary to complete the work Minor adjustments to the grades may be required to D2321 per latest revision and no plastic pipe , driveways and within 5 of walks, parking areas, P g Indicated on the drawings and described In the earthwork balances when minor excess material, or shall exceed a deftectlon of 5/.. and street shall be granular material only - F. Concrete Curb spec IfI cat ffftm.Contractor shall notify in writing the owners and the Engineer of any changes, shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer L. Storm Water Connections - No roof drains, footing g horoughly compacted by approved methods. � 1. Expansion Joints - Shall be 1/2 Inch thick errors, or omissions found on the plans or in In determining earthwork quantities shall b c drains and /or surface water drains may be H. Manhole Inverts - Construct manhole flow channels ch P remoulded between storm structures & curb. A4 Ww the field, before work Is started or resumed. tom llshed In accordance with the American Society of P Y connected to the sanitary sewer systems, Including of concrete sewer pipe or brick, smoothly finished Civil Engineers Standards for such calculations. temporary connections during construction. and of semi- circular section conforming to the w 2. Contraction /Control Joints - Unless otherwise N E 1. In general, the Items of work to be Further, that these calculations are subject to the Inter retations of soli borings as the physical limits P 9 P Y M. Waterline Crossing - Where water lines and inside diameter of the connecting sewers. Make provided, contraction ,joints shall be sawed or scored Joints spaced 10 feet on center, exit t for p p performed under this section shall include, of the various soil types, also the allowable variation sanitary ewers cross and water lines cannot be above changes In size or grade gradually and changes In direction by true curves. Provide such channels V Intersection radii where Joints shall be placed 5' o. c. learing and grubbing, removal of trees and in finish grade and compaction permitted the contractor, placed the sewer with a minimum of 18 inches for all connecting sewers at each manhole. J�C J th - stumps (where required), protection of trees and that at( of these parameters may cause either an vertical clearance, the sewer must be constructed vertical 0 3. Finish - Tamp and screed concrete as soon as to remain, stripping and storage of topsoil, excess or shortage of actual earthwork materials to water works grade ductile Iron pipe with I. Subdrnlns - All subdrains shall be of the size laced and fill an hone combed laces. placed, Y Y P ZZ(ON fill compaction and rough grading of entire tom lete the project. If such an actual minor excess or P P imechanlcal ,joints within 10 feet of the water shown on the lans and shall be constructed to the P Finish square corners to 1/4' radius and .-• site. shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be tine. grades shown. All drains constructed off -site as other corners to radii shown. � t Z g 2. Excavated material that Is suitable may e Y made to correct the imbalance of earth. N. Utilities - It shall be the responsibility of P Y part of the outlet drntn will be located as shown. G. Concrete Walks and Exterior Steps I used for fills. All unsuitable material and each contractor to verify alt existing utilities J. contracts - It shill be the of each all surplus excavated material not required q W and conditions pertaining o his phase of the palso the sting utilities contractor to verify all existing utttittes and 1. Scopes - Provide i/4 Inch per foot cross shalt be removed from the site. The �; "`�,t► work. It shalt be contractors conditions pertaining to his phase of the work. slope. Make adjustments In slopes at walk location of dun and length of haul shall be P g res onslblllt to contact the owners of the responsibility It shall also be the contractors responsibility to Intersections as necessary to provide proper the Contractor's responsibility. SANITARY SEWER SYSTEMS various utilities before work is started. The contact the owners of the various utilities before drainage. J contractor shall notify In writing the owners and work is started. The contractor shall notify In 3. Provide and place any additional fill the engineer of any changes, errors or omissions wrItIng the owners or the engineer of any changes, 2. Dimensions - Walks and steps shall be one material from off the site as may be 1. SCOPE OF WORK found on these plans or in the field before work errors or omissions found on these plans or In the course construction and of widths and details I necessary to produce the grades required. Is started or resumed. field before work Is started or resumed. shown on the drawings. Fill obtained from off site shall be of kind The work under this section Includes all sanitary and quality as specified for fills herein sewers, manholes, cteanouts and related items including O. Service Laterals - Individual lot service tines K. Contractor to grout Inside storm 3. Finish - Screed concrete and trowel with a and the source approved by the Owner. excavating and backfilling, necessary to complete the shall be 6' In diameter and of material equal to ,joints structures where pipes enter or exit steel trowel to a hard dense surface after work shown In the drawings, starting flue feet outside that specified In 2A of this section. Service shalt and between structure and casting. surface niter has Apply medium accept the site as he 4. The Contractor shall p the building walls. The ends of sewers shall be 9 lines be connected to the main sewer b a Y scribe control broom finish and scribe control ,Joints at 5 finds It and shall remove all trash, rubbish tightly plugged or capped at the terminal points, wye at locations shown on plan & profile sheets. foot spacing. Provide 112' expansion Joints and debris from the site prior to starting adjacent to buildings, pending the connecting of at Unless otherwise noted, lateral ends shall be extended where sidewalks Intersect, and at n maximum excavation. such lines to the building rain as specified in the g p to edge of easement. Location of laterals shall be spacing of 48 feet between expansion ,Joints. t ptumbIng spec I f I cat I ons and architectural drawings. marked on curb by stamping curb with 'SA' at time B. Work not included= The following Items of of curb placement. Letters shall be 2' In height STREETS H. Curing Concrete - Except as otherwise specified, related work are specified and included In other 2. MATERIALS & painted with green paint after concrete Is cured. cure all concrete by one of the methods described sections of these speciflcationsi Ends of lines shall be marked with a wood 4x4 In Section 501.17 of the Indiana Department of A. Sanitary Sewers painted green. i. SCOPE OF WORK Transportation Specifications, latest revision. 1. Excavation, grading and backfilling for utility lines i. All gravity plastic sewer pipe and fittings P. New Sanitary Sewer Main Construction - Contractor The work required under this section Includes all I. Bituminous Pavement - Hot asphalt concrete shall conform to ASTM D3034, SDR -35 and meet shalt record dimensions of each service line stub concrete and bituminous paving and related Items pavement shalt be as specified in Section 403 of 2. Storm drainage systems g y a cell classification of 12454 B in from nearest downstream manhole measured aloe g necessary to complete the work Indicated on drawings the Indiana Department of Transportation � accordance with ASTM 1784. the sanitary sewer mat n. The locations of and described in the specifications, Including but not S Paving will not Specifications latest revisions. P 3. Sanitary sewer systems manholes and service lines aloe other g with an y limited m I ted toy be permitted during unfavorable weather or when B. Manholes construction changes are to be Incorporated on the temperature Is 40 degrees F. and falling. 4. Streets and paving 1. Precast reinforced concrete manhole sections the original construction drawings and 'Record Drawing' prints submitted to the City of Carmel All streets, parking wrens In contract limits P g J. Compacted Aggregate Subbase - the thickness shown t 5. Water supply system and steps shall conform to ASTM C -478 latest and the engineer as soon after completion of Curbs and gutters Sidewalks and concrete slobs, exterior steps on the drawings is the minimum thickness of the revision. construction as possible. fully compacted subbase. Compaction shall be 2. BENCH MARKS 2. MATERIALS accomplished by rolling with a smooth wheeled 2. Castings shall be of uniform quality, free roller weighing 8 to 10 tons. Compact to 90% Maintain carefully all bench marks, monuments and other from blow holes, porosity, hard spots, A. Concrete - Concrete shall be ready -mixed concrete compaction using Standard Testing Procedures. � reference potntsi if disturbed or destroyed, contractor shrinkage distortion or other defects. They and shall be a mix of fine and Along curbs, headers and walls and at all placed shalt contact engineer. shall be smooth and well - cleaned by shot- blasting or by some other approved method. STEM SEWED SYSTEMS proportioned course aggregates with Portland cement and water. not accessible be the roller, the aggregate shall be tamped with mechanical tampers or 3. REMOVAL OF TREES The shalt be coated with asphalt aunt y P P R 1. SCOPE OF WORK Minimum cement content shalt be 6 bags per cubic yard of concrete and maximum water content shall or with approved hand tampers. with A. Remove all trees and stumps from area to be which shall result in a smooth coating, tough and tenacious when cold, not tacky or The work under this section Includes all storm sewers, be 5.5 U.S. gallons per sack of cement, Including occupied by road and surfaced areas. Removal of brittle. They shall be gray Iron meeting storm water Inlets, and related items, including moisture in the aggregate. Stump for normal weight concrete shalt be a maximum of 4 Inches trees outside these areas shall only be done as ASTM A -48 latest rev lslon. Manhole covers be Neenah Type excavating and backfilling, necessary to complete the and a minimum of 2 inches. the slump of machine CARM EL SPECIFICATIONS noted on drawings or approved by the Owner. for sanitary sewer shall 'f' work shown on the drawings. placed concrete shall be no less than 1 -1/4 E R- 1772 -A with concealed plckhole. inches nor more than 3 inches. Standard test B. All brush, stumps, wood and other refuse from the trees shall be burred onslte or removed to disposal areas 3. Joints - manhole sections shall be jointed 2. MATERIALS ASTM shall be used to measure slump. STORM SEWERS off of the site. Disposal by burning shall not with seated 'o' rings. The 'o' rings shall A. Storm Sewers Compressive strength er concrete to 28 days shall Compressive be 4000 psi. All exterior concrete shalt have be permitted unless proper permits are obtained meet ASTM C -443 latest revisions. air entea i nment of 5% to 8% by volume per ASTM C Bedding, Haunching, Initial Backftll ( where applicable). 1 cable) . The location of on site to bur pp Y 1. Reinforced concrete sewer pipe shall confirm P P -260 erne delivered concrete will not P g Bedding, haunehin ,and initial backfill for all RCP installations 9 9 pits shat l be designated noted b the owner or the p g y 4. B i smat i c coat I n shalt l l be applied i ed around 9 PP to ASTM C -76 latest revision, with Joints et be allowed. Concrete sha l t be composed of, _ oINDOT. cBedding Engineer. each manhole joint nt from 6 inches above to 6 j conforming to ASTM C -443 latest revision. g requlirements ofo the Ehlall be placedeinmthe�al inches below each ,joint. Inside Joints to be fitted w I th precast plug material. When storm pipe is submerged 1. Portland cement - Conforming to ASTM C -150, trench bottom such that after the pipe is installed to grade 4. PROTECTION OF TREES Type IA or Type IIIA. and line, there remains a 4 -inch minimum depth of material B. Manholes below the pipe barrel and a minimum of 3- inches below the A. General Protect i ons The Contractor shall be 3. APPLICATION 2. Aggregntess Conforming to ASTM C -33 bell. For pipe sizes 66-inches and larger, the minimum depth i responsible for the protection of tops, trunks The this of 1. Precast reinforced concrete manhole sections of material below the pipe barrel shall be 6- inches. Bedding, and roots of existing trees on the project site A. Permits and Codes - intent of section that the bid on and steps shat t conform to ASTM C -478 latest 3. Water - Shall be clear and free from haunching and initial backfill shall be compacted in 6 -inch 4 that are to remain. Existing trees subject to the specifications Is contractor's the covered here i n shall be based upon the revision. I n,jur i ous amounts of o l l s, acids, a lka t i zes, maximum lifts to not less than95% Standard Proctor Density construction damage shat t be boxed, fenced or otherwise protected before any work is startedi work drawings and specifications but that the work 2. Casting shalt be of uniform quality, free organic materials or other deleterious for the entire depth of the material placed. The backfill shall do not stockpile within branch spread. Remove shat t comply with a l l applicable codes and from blow holes, porosity, hard spots, substances. be brought up evenly on both sides of the pipe for th full Haunching to the springline interfering branches without i njury to trunks and regulations as amended by any waivers. Contractor shr t nkage distortion or other defects. They B. Welded Steel Wire Fabric - Where required for length of the pipe. shall extend the The limit of initial backfill shall be 6- inches cover scars with tree paint. shall furnish all bonds necessary o et straits Y 9 R for cuts and connections to existing sewers. sha l l be smooth and well l c leaned by shot -blasting or by some other approved method. concrete re t nforcement sha l l conform to ASTM A 185, of pipe. above the springling. Minimum trench width shall be the 5. HANDLING OF TOPSOIL They shalt be coated with asphalt paint C. -remoulded Joint Filler - Shall be non outside diameter of the pipe plus 18- inches. Remove from the areas to be B. Local Standards - The term 'local standards' as used herein means the standards of design and which shall result in a smooth coating, tough and tenacious when cold, not tacky or ex - extruding type meeting ASTM D -544 except that Final Badcfill Final backflll for all RCP installations under and within 5 -feet A. all organic material g occupied by buildings, roads, walks and parking construction of the respective municipal brittle. They shall be gray Iron meeting premoulded Joint filler used In concrete walk construction may be either non- extrud c ng or of pavement shall be B- Borrow for Structure Backftll meeting wrens. P t le and store topsoil at n location department of ut t l n ty company. ASTM A -48 latest revision. resilient. the material requirements of the INDOT and shall be where it w i l l not interfere with construct 1 on compacted in 6 -inch maximum lifts not less than o erat 1 ons. Topsoil I l sha l l be reasonably free P P C. Existing st i Improvements mprovements - Maintain In operating l sections shall be jointed 3. Joints - Manhole sec ons sa D. Bituminous Pavement Materials - A l t materials Standard Proctor Density for the entirre e depth of the material from subsoil, debris, weeds, grass, stones, ect. condition alt active utilities, sewers and other with rubber type gaskets. The rubber type proposed for the construction of bituminous placed. The backfill for the top 6- inches of the excavation drains encountered in the sewer t nsta l tat t on. gaskets shall l meet ASTM C -443 latest pavements sha I t comply with the Indiana Department below the start of the aggregate subbase of the pavement B. After completion of site g rid I ng and subsurface Repair to the satisfaction of the owner any damage revision. When manhole and storm pipe are of Transportation specifications, per latest shall be No. 53 Stone meeting the material requirements of utility installation, topsoil sha l t be replaced to existing active improvements. continuously in water. revision. the INDOT and shall be compacted to not less than 95% t n areas designated on the erosion control plan for seeding and /or sodding. Any remaining top D. Workmansh t p - To conform to a l t l oca 1, state and C. SUBDRAI NS E. Compacted Aggregate Subbases Shalt be crushed Standard Proctor Density. Final Badcfll for all RCP installations greater than 5 -feet of soil shalt be used for finished grndtng around national codes and to be approved by all iota l and stone or gravel. Crushed gravel sha l t be a pavement shall be clean fill material free of rocks larger than structures and landscaping areas. state agencies haven urlsdnctton, 9 9 j d Al 1. Perforated plastic i c p I pe subdra I ns shot( minimum of 35% crushed material. Chert shall be 6- inches in diameter, frozen lumps of soil, wood or other ;r�,� E. Trench I n - La a l l 1 e I n open trenches, except g yauthority conform to ASTM F -405. I n m I ted to a max t mum of 8/. of the tota 1. Material extraneous material, compacted in 12 -inch maximum lifts to 6. DISPOSITION OF UTILITIES when the local g n gives written permission 3. APPLICATION sha l t be free from an excess of flat, elongated, thinly laminated, soft or disintegrated p I eces) not less than 90% Standard Proctor Density for the entire for tunneling. Open the trench sufficiently ahead and shalt be free from fragments coated with dirt. depth of the excavation. A. Rules and regulations governing the respective of pipe - laying to reveal any obstructions. The A. Permits and Codes - The intent of this section of Compacted aggregate shall be graded as follows utilities shall be observed In executing all work width of the trench shall be the inside pipe the specifications Is that the contractor's bid on WATER AND SEWER UNDER CITY STREETS under this section. diameter plus 24 Inches for 12 Inches above the the work covered herein shall be based upon the SIEVE SIZE % PASSING p I pe. Sheet and brace trench as necessary to drawings and specifications but that the work Bedding, Haunching, Initial Backftll B. If active utilities are encountered but not shown protect workmen and adjacent structures. All shall comply with all applicable codes and i -1/2 110 Bedding, haunching and initial backfill materials, placement and on the drawings, the Engineer shall be advised trenching to comply with Occupat i ona l Safety and regulations as amended by any waivers. Cperml i� 80 -100 compaction for water mains, water service laterals, sanitary before work is continued. Health Administration Standards. Keep trenches sot shalt Furnish a l l bonds necessary to get 11 mains and sanitary service laterals shall be in accordance with free from water wh I le construct I on I s I n progress. for cuts and connections to existing sewers. 1 /2' 55 -80 the standard practice of the utility that has jurisdiction over C. Inactive and abandoned utilities encountered In Under no circumstances shall pipe or appurtenances #4 35 -50 the installation. excavating and grading operations shall be be lard in standing water. Conduct the discharge B. Local Standards - the term 'Local Standards' as Final Backfll reported to the Engineer. They shall be removed, from trench dewatering to drains or natural used herein means the standards of design and #30 12 -30 Final Backfll for water mains, water service laterals, sanitary plugged or capped as directed by the Utility drainage channels. construction of the respective municipal #200 5 -10 mains and sanitary service laterals under and within 5 -feet of Company and the Engineer. F. Special Sup arts - Whenever, I n the opinion of the department or utility company. pavement shall be B- Borrow for Structure Backftll meeting the D. It shalt be the responsibility of each contractor Eg t neer, the so I l at or be low the p I pe grade C. Existing Improvements - Maintain in operating 3. APPLICATION material requirements of the INDOT and shall be compacted in to verify at( ex 1 st I ng utilities and conditions is unsuitable for supporting sewers and condition a l l active utilities, sewers and other A. Grading - Do any necessary grading I n addition to 6 -inch maximum lifts to not less than 95% Standard Proctor depth the The pertaining to his phase of the work. It sha l l appurtenances spec i f I ed I n th t s sect I on, such drains encountered In the sewer i nsta l t at i on. pe rformed to accordance with Earthwork that pe Density for the entire of material placed. the below the also be the contractors responsibility to contact special support, nn add ItIon to those shown or Repair to the satisfaction of the owner any damage Sect I on, to br t ng subgrades, after f I na l backfill for the top 6- inches of excavation start the owners of the various u t i l i t i e s before work specified, shat t be provided ded ns the Engineer neer ma P 9 Y to existing active improvements. to the required i red and sections compaction, q g of the aggregate subbase of the pavement shall be No. 53 Is started. direct, and the contract will be adjusted. for s i to I mprovement. Stone meeting the material requirements of the INDOT and D. Workmanship - To conform to at( loch 1, state and shall be compacted to not less than 95% Standard Proctor 7. SITE GRADINGi G. BackfIttIng - for a depth of at least 12 Inches national codes and to be approved by all local and B. Preparation of Subgrade - Remove spongy and Density. If the standard practice of the utility that has above the top of the p r pe, backf i l l w I th No. 8 state agencies having jurisdiction. otherwise unsuitable material and replace with jurisdiction over the installation has a more stringent final A. Grades' Contractor shall perform a l l cutting, stone. Compact this backf t l l thoroughly, stab l e mater I a 1. No traffic w I l l be allowed on backfill requirement, the more stringent requirement shall fitting, compact I ng of F i t t s and rough grading taking care not to disturb the pipe. for the E. Trenching - Lay a l l pipe t n open trenches, except prepared subgrade prior to paving. govern. required to bring entire project area to grade as remaining trench depth, backflll with earth or when the local authority gives written permission shown on the drawings. granular material containing stones or rocks not for tunneling. pen the trench sufficient ahead �to C. Compaction of Subgrade - The first 6 Inches below larger than 4 Inches. Backftll under and within of I ela In reveal an obstructions. P P Y g Y The brgiaxdlmumhdry aby MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS B. Rough Grad t n � the tolerance for paved areas g g 5 of walks, parking areas, driveways vewa s and streets Y width of the trench shall be the Inside pipe ofe the densttyaase determined the a shat l not exceed 0.10 feet plus or minus above shall be granular material only - thoroughly diameter p lus 24 inches for 12 inches above the provisions of AASHO T -99. Water sha l l be For Installation of Storm Mains, Water Mains, Sanitary Mains, t the established subgrade. A L I other areas shall compacted, by approved methods. pipe. Sheet and brace trench as necessary to prevented from standing on the compacted subgrade. Water Service Laterals, Sanitary Service Laterals under City not exceed 0.10 feet plus or minus the established grade. A l l banks and other breaks in H. Flow Channels - The flow channels within manholes protect workmen and adjacent structures. All trenching to comply with Occupat I ona l Safety and D. Utility (i ty Structures - Check for correct elevation I on D streets, regardless of the jurisdiction the utility, the minimum cover from the top of the installed pavement to the k grade sha l t be rounded at top and bottom. shalt be an integral part of the precast base. Health Administration Standards. Keep trenches of a l l manhole covers, valve boxes and similar top of the installed pipe shall be the pavement section i C. Compaction Requirements+ The channels shalt be shaped and formed for n clean transition with proper hydraulics to allow free from water white construction I s t n progress. Under no circumstances lay pipe or appurtenances structures located within cress to be paved, and In thickness (all bituminous and aggregate material above the the smooth conveyance of flow through the manhole. Y 9 In standing water. Conduct the discharge from make, or have made, any necessary adjustments such structures. subgrade) lus 1 -0 . If the standard incites of the unlit P M P y i i 1. All bu I ld t n ad Wrens shalt l be compacted to g p The bench wall l sha l l be formed to the crown of the trench dewatertng to drains or natural drainage nage that has jurisdiction over the installation has a more stringent standards specified by local and /or state Inlet and outlet pipes to form a 'U' shaped channels. E. Placing Concrete cover requirement, the more stringent requirement shall building codes. L s lope back from he channel. The bench wa t t sha l t govern. crown at 1/2 Inch per foot to the manhole wall. F. Special Supports - Whenever In the opinion of the 1. Subgrade - Place concrete only on a moist, 2. For compaction requirements of paved areas, requiremen P Engineer the soil at or below the pipe grade Is compacted subgrade or base free from loose see street son I. Infiltration - The contractor shall furnish unsuitable for supporting sewers and appurtenances material. Place no concrete on a muddy or F necessary quipment to test sewers for Y specified in this section, such special support, frozen subgrade. infiltration. Infiltration rates shall not exceed In addition to those shown or specified, shall be the Local Standards. All sanitary sewer lines provided as the Engineer may direct, and the 2. Forms - All forms shell free from warp, 4 upon completion will be required to pass a low contract will be adjusted. le tight enough to prevent leakage and ' pressure air test, unless otherwise directed by the City of Carmel. Said test shall be conducted substantial enough to maintain their shape NOTE: according to NCPI Standard Method, and shall be C t and posttton without springing or settling, when concrete I s placed. Forms shalt be MINIMUM COVER OVER TOP OF ALL witnessed b an Inspector author i zed b the i Y Inftltraton clean and smooth t�mmedtately before of Carnet. under test shall not concreting. WATERMAINS TO BE 54n FROM FINISH GRADE. exceed 200 gallons per inch of inside d I ameter of sewer pipe per mile of sewer In 24 hours and I Inclusive of all appurtenances within the section 4 being tested such as manholes, house connections, etc. L•J U U. ❑ W in ao mo� In ti.i �Qz.. ❑❑� Z 0 V) Wr I Ix..: C4 WS 4 WW � LLJ H z Q W W_�Q O U ->-o ���� z Lu Z LLJ Q W WaV0� (/) :E W < 0 LLJ 0 YQ Q U 01%III1111 /I/ T 1Z i No. i PE19800489 -o STATE OF �S�O��� NAL /�/11111111� BY: DATE: SHEET C901 OF 8 JOB #: KAK.018 0 Z Q J U) O o Fy w � 0 a - o ch A4 Ww "� > W w Z N E > 8 o V Cl) LL 0. z W J�C J th - zo�� 0 (1) ZZ(ON Q .-• C) 04 Z g �?CW) T U) - [r W W 0 Z W J - U L•J U U. ❑ W in ao mo� In ti.i �Qz.. ❑❑� Z 0 V) Wr I Ix..: C4 WS 4 WW � LLJ H z Q W W_�Q O U ->-o ���� z Lu Z LLJ Q W WaV0� (/) :E W < 0 LLJ 0 YQ Q U 01%III1111 /I/ T 1Z i No. i PE19800489 -o STATE OF �S�O��� NAL /�/11111111� BY: DATE: SHEET C901 OF 8 JOB #: KAK.018