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HomeMy WebLinkAbout06090007 Civil Construction Plans Section Seven Rcv. 9/1/2006 DOCS7i M Ln O 66 to _o O N O M 00 0 9 0; y O O c, n O so n ,-1 i gO0 f •. rJ a O l C Cj � 14 O t —� X20 ,1 �i (. �• WESr� /41ST ° o CD I O y 9� • + Chi Z' 1 � • r I L7 • I �r7 D .. cw Vr i o Ld (�U 1 1 ° S p� �1 °W T 9 9 - F X920 c� f 917 - 8T- 426TH / STREET 902 I I • �I 900 i o LOCATION MAP OPERATOR ON N.O.I. LETTER ROEHLING ENTERPRISES, INC. 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 710 -7166 CONTACT: RAYMOND H. ROEHLING INDEX SHT. DESCRIPTION C001 COVER SHEET C100 TOPOGRAPHICAL SURVEY - - C200 SITE DEVELOPMENT PLAN C300 -C302 STORMWATER POLLUTION & PREVENTION PLANS & SPECS 'Jj, 1��,{{}•:s5_i�A. STREET PLAN & PROFILES / INTERSECTION DETAILS / C400 -CO2 v MWiy M 5+ i k ✓� � S > x . TRAFFIC CONTROL C500 SANITARY SEWER PLAN & PROFILES C600 STORM SEWER PLAN & PROFILES C700 WATER PLANS Y `A ref ' N c x�j 9� 'filmy x CONSTRUCTION DETAILS .. ✓Ji � ��,�.: A *hf `� '$.-mac .1 21 ,:j y - � SANITARY C800 -C803 STORM STREET LANDSCAPE PLANS REVISIONS SHT. DESCRIPTION z z w Q H Q w C� 0 Ix w C� SECT.O SE E 141ST STREET 4TREET 0 LP0q D00-7 SOILS MAP CrA CROSBY SILT LOAM Br BROOKSTON Mm132 MIAMI SILT LOAM DESIGN DATA SCALE: 1" = 200' 29 LOTS — 2.15 LOTS /ACRE 13.465 AC. AMBLEWIND PLACE APRIL SPRINGS VIEW FIELDSHIRE TERRACE SPEED LIMIT: 25 MPH Developed by. ROEHLING ENTERPRISES, INC. 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 710 -7166 FAX: (317)571 -9153 CONTACT: RAYMOND H. ROEHLING PLANS PREPARED BY: 1,031.32 L.F. 400.96 L.F. 359.90 L.F. 1,792.18 L.F. STOEPPELWERTH &ASSOCIATES, INC. CONSULTING ENGINEERS &LAND SURVEYORS 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE: (317)- 849 -5935 FAX: (317)- 849 -5942 CONTACT: EDWARD E. FLEMING EMAIL: efleming@stoeppelwerth.com PLANS CERTIFIED BY: DAVID J. STOEPPELWERTH PROFESSIONAL ENGINEER N0. 19358 r 09/01 DATE 1 STOEPp�C No. _ 19358 -o STATE OF • Z ' �S,''•••. .......... ••' •�� ",,, ,,ZONAL n 111111`.% opol ... = Cr ILI - - - ySJ." • 'Ai ., 4# . .q r.:``. .,may# 1.5 'Jj, 1��,{{}•:s5_i�A. v MWiy M 5+ i k ✓� � S > x . Y `A ref ' N c x�j 9� 'filmy x saF' .. ✓Ji � ��,�.: A *hf `� '$.-mac .1 21 ,:j y - � � � 9 Qr CrA 4 Cr �'F a c tE ti - #' � rt rA ,'�'�_ `i 'm '� Cr .'� .•�F�f`,F j' y�,5 r ez�'t'Y #. 6 - t SOILS MAP CrA CROSBY SILT LOAM Br BROOKSTON Mm132 MIAMI SILT LOAM DESIGN DATA SCALE: 1" = 200' 29 LOTS — 2.15 LOTS /ACRE 13.465 AC. AMBLEWIND PLACE APRIL SPRINGS VIEW FIELDSHIRE TERRACE SPEED LIMIT: 25 MPH Developed by. ROEHLING ENTERPRISES, INC. 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 710 -7166 FAX: (317)571 -9153 CONTACT: RAYMOND H. ROEHLING PLANS PREPARED BY: 1,031.32 L.F. 400.96 L.F. 359.90 L.F. 1,792.18 L.F. STOEPPELWERTH &ASSOCIATES, INC. CONSULTING ENGINEERS &LAND SURVEYORS 9940 ALLISONVILLE ROAD FISHERS, INDIANA 46038 PHONE: (317)- 849 -5935 FAX: (317)- 849 -5942 CONTACT: EDWARD E. FLEMING EMAIL: efleming@stoeppelwerth.com PLANS CERTIFIED BY: DAVID J. STOEPPELWERTH PROFESSIONAL ENGINEER N0. 19358 r 09/01 DATE 1 STOEPp�C No. _ 19358 -o STATE OF • Z ' �S,''•••. .......... ••' •�� ",,, ,,ZONAL n 111111`.% Ln C71 110 C) C) r4 00 =3 0 M Cn CL 12 Cn 0 CL 0 C) T-1 U Cn "D U) C) 1ko N V-1 V) F- z V) LLI F_ z W L0 Ld F- z 0 t L0 LL1 14 J IX I V ir xv I.J A 01 C3 < .............. J 1'X CY) N A A f e, f-, x C + 0 EX. MANHOLE 54 TC. 915.10,,, 7 INV. 905A 9 W 4.0 INV.= �05.29 N E HOLE-545 EX. MAN < 0 TC.=918.1 0 - ---------- INV.=903.45 S EX. 8" SANiTART914 INV.=906.65 E INV.=905.40 N 4- A C 4­ co < T_ a I ON LO A.� A J \j HOLE L.P. 525�.". N EX. MAN TC 917.21 901.95 SW 4- IN INV.=902.22 NW J X. YARQ� INLET 31 EX. MANJj0L L.P. 528 T. 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V I I.is 0 -- ------------- - -------- ............ ...... — ------ - - - - - - - ----- — -- — ------ — ----------- ----------- ------- — -- — ---------- -------- - ------ f- — ---------- — -- — / 11 1 1' i -- ---------------------- - - -------- - --- - -- -------- -- - -------- - ----------- -------- ---- - -------------- e -- - ---------- ----- - - ---- ------ ------------------ ---------- -- f ---- --------------------- — -- --------- — ------ — -- --- — ------ ------------ .. . .............. ............. ......... ........ .... ------ - -------------- -------- - - -- ----- - ----- Q f t LEGEND > 0 0 0— VLUW LINL CA TV— CABLE T.V. LINE DHE OVERHEAD ELECT. LINES E BURIED ELEC. LINE X_ FEN CE W WATER LINE G GAS LINE T TELEPHONE LINE X 790.10 SANITARY LINE 790 ---- STORM LINE cm M.B. WATER METER B-20 4� WATER VALVE TELEPHONE MANHOLE :D GAS VALVE P.W.P. 0 POWER POLES V FIRE HYDRANT 0 MANHOLE LIGHT POLE CURB INLET > END SECTION 0 E.P. ELECT. PEDESTAL 0 T.P. TELEPHONE PEDESTAL 0 TREE X 790.10 SPOT ELEVATION 790 ---- CONTOUR LINE cm M.B. MAILBOX B-20 4� APPROXIMATE BORING LOCATION NUMBER INOTE TO CONTRACTOR: CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES., STORM SEWERS OR STREETS, CONFLICTS AFTER CONSTRUCTION -BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY, SCALE: 1 91 = 6 0' BENCHMARKS: HARRISON MONUMENT FOUND @ 136TH ST. AND TOWNE ROAD. ELEV.=910.91 HARRISON MONUMENT FOUND @ 141ST ST. AND TOWNE ROAD. ELEV.=911.36 S&A #1 R.R.S. SET @ 24 $1 TREE (SOUTH SIDE) 1P UP FROM GROUND, S.W. CORNER OF WETLANDS @ THE LAKES @ HAYDEN RUN ELEV.= 915.88 S&A #2 R.R.S. SET @ WEST SIDE OF TELEPHONE POLE, 3RD POLE NORTH OF 136TH ST. ON THE EAST SIDE OF TOWNE ROAD ELEV.= 907.84 S&A #3 R.R.S. SET @ WEST SIDE PWP. #198-293 w/LIGHT @ EAST SIDE OF TOWNE ROAD AT THE NORTH PROPERTY LINE ADDRESS, APPROX. 600'± SOUTH OF 141ST STREET. ELEV.= 912.91 S&A #4 — R.R.S. SET @ SOUTH SIDE OF PWP.#838-1623, 4TH POLE WEST OF TOWNE ON NORTH SIDE OF 141ST STREET. ELEV.= 913.80 S&A #5 — R.R.S. SET @ SOUTH SIDE OF PWP.#838-1629, APPROX. 150p± WEST OF ADDRESS #2828 ON THE NORTH SIDE OF 141ST STREET. ELEV.= 915.97 S&A #6 — R.R.S. SET @ SOUTH SIDE OF PWP.#838-1635, APPROX. 200)± WEST OF DRIVEWAY ADDRESS #3121 ON THE NORTH SIDE OF 141ST STREET. ELEV.= 920.14 S&A #7 — R.R.S. SET @ NORTH SIDE OF A 30 $1 TREE, APPROX. 351± EAST OF THE S.W. CORNER OF THE RIDGE AT HAYDEN RUN TRACT ON THE SOUTH PROPERTY LINE. ELEV.= 917.99 S&A #8 — R.R.S. SET @ WEST SIDE OF A 18" TREE AT THE S.W. CORNER OF THE HAMPTONS TRACT OF LAND. ELEV.= 916.46 >_ I M (n z 0 V) y W % % 00 .0 No. 19358 S -10 STATE OF 00 00 4Q, -"% & A L 6NA (D )110� EARTHWORK: > 1 EXCAVATION LIJ LI_ A Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. :D U) B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of as specified for fills herein and the 0 quality by the Developer. It CD V) C) CN I kAJ P-0 CO r-- 2. REMOVAL OF TREES V) 00 site. 4d Q) 3. PROTECTION OF TREES U_ Ln CD C) 00 Cr 0-) Ln A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair improvements designed. 0 00 LL_ 0 F-- construction of as B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of measure to be taken, if any, to trees. < V) :z < 0 a- protective preserve such 4. REMOVAL OF TOPSOIL 0 A. All topsoil shall be removed from all areas to be excavated. v) U Topsoil should be stored at a location where it will not interfere with )110� EARTHWORK: > 1 EXCAVATION A Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. :D U) B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of as specified for fills herein and the quality by the Developer. It source approved will be the responsibility of the Contractor for any costs for fill needed. < 2. REMOVAL OF TREES A. All trees and stumps from area to be occupied by a road surface area and building pod. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair improvements designed. construction of as B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of measure to be taken, if any, to trees. < protective preserve such 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas to be excavated. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free LLJ 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area 0 to subgrade as shown on the drawing. r% U f% B . The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas JDH EEF shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom SHEET NO. of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. FORM\EARTHWRK S & A JOB NO. 4176OS7 STORM CHART STR. N0. TYPE T.C. RIM INVERT DIRECTION 225 CURB INLET 913.30 909.84 W 226 DOUBLE CURB INLET 913.30 909.74 E W 227 YARD INLET 913.30 909.30 N S E W 228 CURB INLET w /MH 916.30 910.75 E.SW 229 CURB INLET w MH 916.30 911.06 NE,W 230 YARD INLET 915.50 912.51 E 232 CURB INLET 915.33 911.35 N S 233 CURB INLET 915.33 911.50 S 239 CONCRETE END SECTION 908.75 SW 240 YARD INLET 912.00 908.95 NE SW 241 DOUBLE CURB INLET 914.60 910.43 NE SW 242 DOUBLE CURB INLET 914.60 910.73 NE SW 243 YARD INLET 915.00 911.99 NE BENCHMARKS: HARRISON MONUMENT FOUND @ 136TH ST. AND TOWNE ROAD. ELEV.= 910.91 HARRISON MONUMENT FOUND @ 141ST ST. AND TOWNE ROAD. ELEV.= 911.36 S&A #1 - R.R.S. SET @ 24" TREE (SOUTH SIDE) 1' UP FROM GROUND, S.W. CORNER OF WETLANDS @ THE LAKES © HAYDEN RUN ELEV.= 915.88 S &A #2 - R.R.S. SET @ WEST SIDE OF TELEPHONE POLE, 3RD POLE NORTH OF 136TH ST. ON THE EAST SIDE OF TOWNE ROAD ELEV.= 907.84 S &A #3 - R.R.S. SET @ WEST SIDE PWP. #198 -293 w /LIGHT @ EAST SIDE OF TOWNE ROAD AT THE NORTH PROPERTY LINE ADDRESS, APPROX. 600'± SOUTH OF 141ST STREET. ELEV.= 912.91 S &A #4 - R.R.S. SET @ SOUTH SIDE OF PWP. #838 -1623, 4TH POLE WEST OF TOWNE ON NORTH SIDE OF 141ST STREET. ELEV.= 913.80 S &A #5 - R.R.S. SET @ SOUTH SIDE OF PWP. #838 -1629, APPROX. 150'± WEST OF ADDRESS #2828 ON THE NORTH SIDE OF 141ST STREET. ELEV.= 915.97 S &A #6 - R.R.S. SET @ SOUTH SIDE OF PWP. #838 -1635, APPROX. 200'± WEST OF DRIVEWAY ADDRESS #3121 ON THE NORTH SIDE OF 141ST STREET. ELEV.= 920.14 S &A #7 - R.R.S. SET @ NORTH SIDE OF A 30" TREE, APPROX. 35'± EAST OF THE S.W. CORNER OF THE RIDGE AT HAYDEN RUN TRACT ON THE SOUTH PROPERTY LINE. ELEV.= 917.99 S &A #8 - R.R.S. SET Q WEST SIDE OF A 18" TREE AT THE S.W. CORNER OF THE HAMPTONS TRACT OF LAND. ELEV.= 916.46 W L, a Ln 00 O 0 0 fn 00 0 J rn E _o Q� D V) O Cn N W J� T i z Q X w L 0 L 0 Lf T LL --------- f 0 a4�9 Q N, STA. _ 13+50 _ r 175 r 23 L.F. -6" t WYE & LAT. ' STA. 2 +19 0 � E <z, 239 � . r < � , w _ , r_._ --�• ry 240 176 33 L.F. -6 WYE & L A T. STA. 1+32 ° ° { o ° i �• le, I 212 lF 15.8 �... �� 177 913.90 11 L. F. - 6' x WYE ' <.& LA- W `' x STA. 1-, +54 ° 66 /My''� w`M i. i .t W . l Q O t-3 Lo Un 211 �.. 178 `� '* o3 916.0 , __ _ , 00e, s._,. Y,_. v _..7.'. tw'.a; -••- ia . fi .._ s -., EXISTING EDGE OF WOODS _ «_____I - - ----- r_, � __�.�_. �___.�_. EXISTING CONTOUR J r' 182 EXISTING STORM SEWER 76 L.F. -6 PROPOSED GRADE WYE & LAT. MATCH EXISTING `\ STA. 2 +14 PROPOSED CONTOUR 0 PROPOSED SANITARY SEWER SCALE: 1"= 50' - - PROPOSED STORM SEWER 00 181 - 80 L.F.-6 ' WYE & LAT. == STA. 1+24 LOT NUMBER f,. 874,1 PAD ELEVATION o � o ; PAD SIZE: 60'X60' r , >2 f M.F.P.G. = XXX.XX f.< f M.A.E. tr i r a. V, D /Aw 139.52' Jr O 66' co W i r: - t "7 ` 190 i 14.8 co i A 1 � � } 66 00 O S `1 } s 191 ° ° �' ( 00 ° 914.6 Q } A 3 .21 66' Z x ICU, o ° ^mil W o° ce$ v, I J F N Cb m 0 200' 0 0� o 'i93 �� �' ►� c o C Lt. 914.5 2 rn f" 91703' r � / � °A 915.8 t t of { �' I i if (0 2 --A Pri j _, 916.3 L 1 ' f r I is f i 3/ o 914 i t t 7 s 1'') 9 .2 F t ------ C i # Oat i i< • s ? J s # e 3 ,..,.\. .� r .._ ..e ".._.__ -._ �sy' -. it f {f I at f a� r t .. -------------- `' r MM ! 7 0 1 aJ r r •* # 2 * f..t , > M`•. KJ ,.\ ! `'e w w i -------- .._ --- ,_,.._____. ..._. ,.._._ .._•._..�" .,...__..+•v...., __.. "....,._,._ ".,. "..., } }(pp t Ii� } ?tt r'r cf ✓«,, t I r { f f F Y yy{ �•.�, t S }� } l I 1 Y 7 wi/ t' f r, xJ $e 7� �..� � ...>. �d t t� .fi _ ,._ems .i �..F""" f� `' j� f i7 f � � it` F,_,• ..� � � -� dt 1. F t L � k A` f� `y �'r .^ yl ,.J' {, ✓- 7J j° 1 :L,.- k �� J < t A ! t �v. i t . i it 1 t f l y _ _ "" " ". . ----------- - _ _ ., .. ------------- .............. ...._.......µ... ._.,_.._ _- .-- _-___..._----------- .._ -_- "__ "_ - "_ .._ -------------------------- - - -- -_- _ ___ -___ "_ ____ «« � _ «.._ "_ "_.._,.___ .._ « "_ -- ..,._,...__..____..__.,_ - __ "...,,.____,..,.._ ".._ «___ ....__ ___ "_ a_ __� _ _____,__ _._..w ._ "_, _._ ____ , .._.... _._,.",.,._ w.__,.__.._._....."...,.__._"___•____.,_,_.._____,. ..._ ".,_ "___________..,.__.,. "_ ,,:,__,_____.__ "..__. ,. "_---- - - - - -° ° °t � ,7 y x# < � �'. <\ .' k '� y ✓, t, � z i r f i a t a f f t r LEGEND s._,. Y,_. v _..7.'. tw'.a; -••- ia . fi .._ s -., EXISTING EDGE OF WOODS _ «_____I - - ----- r_, � __�.�_. �___.�_. EXISTING CONTOUR J EXISTING SANITARY SEWER -+-- --- EXISTING STORM SEWER PROPOSED GRADE M.E. MATCH EXISTING --870 PROPOSED CONTOUR 0 PROPOSED SANITARY SEWER SCALE: 1"= 50' - - PROPOSED STORM SEWER 00 PROPOSED SWALE � PROPOSED 5' SIDEWALK (BY HOME BUILDER) (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) 100 LOT NUMBER 874,1 PAD ELEVATION Z J PAD SIZE: 60'X60' o w U (UNLESS OTHERWISE NOTED) M.F.P.G. = XXX.XX MIN. FLOOD PROTECTION GRADE U DENOTES 4" SUBSURFACE DRAIN TO LOT D J DENOTES 6" SUBSURFACE DRAIN ROLL CURB NOTE: MIN. FLOOD PROTECTION GRADES OF ALL STRUCTURES FRONTING POND #2 SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YR. LOCAL OR REGIONAL FLOOD ELEVATION (WHICHEVER IS GREATER FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, ETC.) E PADS SHALL BE TESTED TO ASSURE OMPACTION OF AT LEAST 95 PERCENT HE MAXIMUM DRY DENSITY USING THE NDARD PROCTOR TEST METHOD. ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. ANY OF THESE TILES WILL NEED TO BE LOCATED; BREATHERS SET AT THE PROPERTY LINES, CRUSHED OR REMOVED ACROSS THIS SITE. IF ANY TILES EXTEND BEYOND THIS SITE, THEY WILL NEED A POSITIVE OUTLET TO CONTINUE TO FUNCTION. NOTE TO CONTRACTOR: CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. "HOLEY MOLEY" SAYS: CAUTION 1-800-382-5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, & marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. in V) O (r_ Q Li 0 S�COEpp4z A 0-S i No. 19358 wa I 00 -o 0 STATE OF 0 �•,,�� E ZONAL ```%.% CD 0 SHEET NO _jxNa Q J FOR WATER LOCATES rn 0 Li w � W O O Z J U) o w U w F� w W U U0 D J O - w � O O N � � 00 O O 00 O Z x 00 N 46 ^mil W ce$ Cn Lf �\ CD /CD W W -o ) a, in _Z W o 0 �- J r D Z ::D Cn Z < o rn M W W 0 O � V z SHEET NO Q J FOR WATER LOCATES LLJ w � W O O Z J U) o W > w F� w W Q � D J w (of) Q z Q 0 z J SW L Q U 'I il�tiirViV 'b f : Lr`t- CL:r��.0 T� f JDH EEF CONTACT, CARMEL UTILITIES SHEET NO (317) 571 -2648 FOR WATER LOCATES S & A JOB NO. 4176057 r4 00 ko C:) C:) r4 CV-) 00 0 Cn 'D CL a 0 a- 66 a 0 a— E 0 4a V) LU � —I C=) CD rn U Cn CD to N M PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL.- RAYMOND H. ROEHLING ROEHLING ENTERPRISES, INC. 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 710-7166 SCALE: 1 "= 60' I - :1 1:1 1:3 1 Denotes Construction Limits 111:11:113 1:1 El [] Denotes Silt Fence Temporary 'Drop Inlet Protection Basket" Denotes permanent seeding areas Seeding rate: 130#/acre or 3#/1000 S.F. Seeding mixture: 25% creeping red fescue 35% perennial rye 40% Kentucky bluegrass Denotes seeding w/fiber blanket #S150 by North American Green Seeding rate: 110#/acre or 2.5#/1000 S.F. Seeding mixture: 38% Kentucky 31 fescue 19% perennial rye 19% annual rye 14% orchard gross 10% Kentucky bluegrass +++++++++ Denotes temporary seeding. ++++++++4 Seeding rate: 50#/acre + + + +_ Seeding mixture: 100% perennial rye. The following is a list in sequence of construction activities to control soil erosion: 1 The contractor shall schedule a Pre—construction meeting with the Hamilton County Soil and Water Conservation District prior to any construction on the site being started. Contractor and/or Developer to notify IDEM and H.C.S.W.F.D 48 hours prior to construction beginning. 2. The construction entrance installed. 3. Maintenance and Refueling area constructed 4. Concrete washout area constructed 5. Posting information area shall be constructed. All items, as outlined in the in the O&M manual for Post Constuction water quality measures shall be placed in this area. 6. Perimeter Silt fencing to be installed. 7. Grade the site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion. If the site remains inactive for a period of 15 days, stabilization is required to take place in the form of temporary seeding, mulch or spray on palimar. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual ryegrass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. 8. Storm inlets are to be protected immediately after installation with Drop Inlet Protection or Fiber Logs. 9. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 10. Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil and Water Conservation District. Payment for additional straw bales shall be at the contractor's expense. Payment for additional rip—rap (not shown on plans) and seeding shall be paid for on it basis. a uni 11. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, curbs, pavement and water mains. Disturbed areas will be stabilized after the storm and sanitary are installed. Disturbed areas will be stabilized after curbs, SSD and pavement are completed unless utilities are starting construction within 15 days of completing the curbs. Stabilize disturbed areas after the utilities are installed. 12. Complete Landscaping and sedding all remaining a'fsturbea' areas ana' remove ai'( SMF I s when areas are stabilized. Seedbed Preoaration for Permanent Seedin 1. Test soil to determine pH and nutrient levels. (Contact you 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 was 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. NOTE: ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. N OTE: IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF TEMPORARY SEEDING, MULCH, OR SPRAY ON PALIMAR. A9. * Specific Points Where Storinwater Discharge WM Leave this Site: An outlet pipe in Ex. Lake #1 at STR. 239. - — ---------- 4: - ---------- - - ----- C:= xe\ P\ I mind C== C== C== 0, --- — ---------- — --------- — — ----- t,j + + + + + + + + + �,J + + + + ---------- ---- — ---- — ------- — -------- — ------ 7', - ------- — -- ........... ---------- , i il l I -- — ------------ x. 41" Ix - 3 ---------------- - - ----- t + + + + + 4 N.'. + + + I . .... 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W a). + + + LJ AJ — - - ---­----------- . ........... ---------- Ll— ---- — ------- f is EX cc", . , _1 . rric moll,�, ...... --------- - 231 EARTHWORK ------------ - - ------- -------- ------------------ ------- J 0 1L <\ Q REQUIRE ALL FUELING VEHICLE .-..---.--.MAINTENANCE TO--BE CONFINED --- TO -------- ------ Z X THIS AREA �ONLY. EQUIPMENT & N.4 -------------- AR E tREQUIRED TO BE PARKED VEHICLES c=== i A ONLY. rN IN THIS LOO -is --------------------- --------- --- - ------- ------ ------------ ------- - --------------- - ------------- ----------- - ------------------ ------- + + + + ............... + + + + --------------- .............. ---------- ­­ -------------- --------­- ----------------- EARTHWORK CONTRAOTOR SHALL! S .3 1::= C== C== E:= INSTALL 20 x1 50 C%= MU" STONE ACCESS ------ DRI PRIOR TO CONSTRUCTION. 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S & A JOB NO. 4176OS7 ,1­4 a a V-4 >. a) C M = . r—N *� M < Ln '10-4 a a '1­4 a W to C) C) " %_... a M %__.. 00 *.. T__1 -&-i =1 0 >. -9 W. 3: 'O 0 0) CL V) C: 0 -&J a a) > a) L_ a- C6 C: 0 .6-i =3 0 0- L_ 0) .4--i M 3: E 0 .&a V) 2: ce- W LJ_ I T­4 C) fn U .--,* Cn �: 'O .-� r*-.. M C:) to N V-1 - � I a El i I I - I i kkkk - I m I � E41 iiiijlilillllll IME - PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: RAYMOND H. ROEHLING ROEHLING ENTERPRISES, INC. CARMEL, INDIANA 46033 PHONE: (317) 710-7166 Seedbed Prer)aration for Permanent Seedin 1. Test soil to determine pH and nutrient levels. (Contact you 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 was not done, consider applying 400-600 lbs./acre of 12-12-12 analysis, or equivalent, fertilizer. 4. 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I .1 I I - I . ­ . �. __ — I \ - . - Temporary 'Drop Inlet Protection Basket's I Denotes permanent seeding areas Seeding rate: 130#/ �acre or 3#/1000 S.F. / Seeding mixture: 25% creeping red fescue . 35% perennial rye 40% Kentucky bluegrass 1, :::� , W�// I Q/ Denotes seeding w/fiber blanket #S150 by North American Green �/ ,,,��, Seeding rate: 110#/acre or 2.5#/1000 S.F. - I /, Seeding mixture: 38% Kentucky 31 fescue 19% perennial rye 19% annual rye 14% orchard gross 10% Kentucky bluegrass Denotes temporary seeding. Seeding rate: 50#/acre . . Seeding mixture: 100% perennial rye. The following is a list in sequence of construction activities to control soil erosion: 1 . The contractor shall schedule a Pre— construction meeting with the Hamilton County Soil and Water Conservation District prior to any construction on the site being started. Contractor and/or Developer to notify IDEM and H.C.S.W.F.D 48 hours I prior to construction beginning. 2. The construction entrance installed. 3. Maintenance and Refueling area constructed 4. Concrete washout area constructed 5. Posting information area shall be constructed. All items, as outlined in the in the O&M manual for Post Constuction water quality measures shall be placed in this area. 6. Perimeter Silt fencing to be installed. 7. Grade the site (sides of swales, mounds and ponds to be seeded and mulched immediately upon completion. If the site remains inactive for a period of 15 days, stabilization is required to take place in the form of temporary seeding, mulch or spray on palimar. For temporary seeding, the contractor shall utilize a fast growing seed of either oats, annual ryegrass, wheat or rye depending on time of year. Disturbed areas should be kept to a minimum at all times. 8. Storm inlets are to be protected immediately after installation with Drop Inlet Protection or Fiber Logs. 9. Contractor shall control mud accumulation on all streets surrounding project by installing stone surface at all locations where construction traffic leaves the site. Dust shall be kept to a minimum by utilizing sprinkling, Calcium Chloride, Vegetative cover, spray on adhesives or other approved methods. 10. Maintain all filters and traps during construction to prevent any blockages from accumulated sediment. Additional seeding and straw bales may be required during construction as specified by Engineer or Soil and Water Conservation District. Payment for additional straw bales shall be at the contractor's expense. Payment for additional rip—rap (not shown on plans) and seeding shall be paid for on a unit basis. 11. Contractor shall install all sanitary sewers, storm sewers, subsurface drains, curbs, pavement and water mains. Disturbed areas will be stabilized after the storm and sanitary are installed. 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SHEET NO. _--i­,� --------- - ­­_­_____­ ----------- __ I_ �i.. � I " -, 1�1? - kA 1, ,,�. 1 11/1-' ;1'.i.- ­�,_,� ­ - ------------ __________;�1'....____ _. 11�� ." , ,­� '. - , I - ,,, I � n , % I` \_') , r_..J 1_1 I - -11 �!._, . ,,_� I. �__ f I- li",;�... . ,� , 0 ­-, -I- '. . , . �') i �, -1 (Om� 7 n I V" I �__ ___ - - __ — ,.� - - -_ 41 /bU�S / so - V) ,14 fu n Q M .. ,1-4 ■ - 0 0 N 00 . O J 0) -C) U Q- tn •O 11-1 cu O ._ O a ._ Iry ff ICP 4_J N M U Cn -0 n 0 ILO ,--1 i M EL IS SHEET TO : E I USD FA R EROOSIOO CO TRODL OO SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC. PERMANENT A * / / / / / / / / / //* * / //> SEEDING DORMANT SEEDING B B > SEEDING E * / / / / / / //* > SODDING F ** * / / / * > MULCHING G > Seedbed Preparation for Permanent Seeding 1. Test soil to determine pH and nutrient levels. (Contact you 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 was 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 / -d 11'1 riaon unth n MCIL, nr rnLo nnnrninA ^r,rr.e+e. ♦he ^I^-- A = KENTUCKY BLUE GRASS 40 lbs. /AC.: CREEPING RED FESCUE 40 lbs. /AC.: PLUS 2 TONS STRAW MULCH /AC. OR ADD ANNUAL RYEGRASS 20lbs > /AC. B = KENTUCKY BLUE GRASS 60 lbs. /AC.: CREEPING RED FESCUE 60 lbs. /AC.: PLUS 2 TONS STRAW MULCH /AC. OR ADD ANNUAL RYEGRASS 30lbs > /AC. C = SPRING OATS 3 BUSHEL /ACRE D =WHEAT OR RYE 2 BUSHEL /ACRE E = ANNUAL RYEGRASS 40 lbs. /AC. (1 Ib. 11000 sq. ft.) F =SOD G = STRAW MULCH 2 TONS /ACRE - ANCHOR ALL MULCH BY CRIMPING OR TACKIFYING * / //* = IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPT. ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD -7-- -- -- ­ -. -- -. - -- -.--- ....v.., ­ -_ . - 1-1 .V VV, .J1IV11 IIV r\.. ..JIJI 1%J%..G stabilization applied. When weather conditions prevent rapid germination of grass, then 2t /ac mulch will be used to ensure ground stabilization requirements are met. Dron Inlet Protection Basket It is the intent of this device to detain water for the purpose of allowing suspended solids in the water to settle out before the water enters the storm structure. Some filtering will occur as water passes through the device. The bottom of this device is to seal against the flat outer part of the casting. The overall dimension of the basket shall be no smaller than the water inlet perforations in the casting and no larger than the outer dimensions of the casting. The height shall be 15" The basket frame shall be welded wire mesh rolled or bent and welded to itself to fit the casting. The wire size shall be no smaller than .149" dia. and openings no larger than 18 sq in. It is important that the bottom of the wire frame be smooth so as not to allow any leakage between the basket and casting. The top of the basket shall be open to prevent flooding during heavy storm events. Fabric shall be woven polypropylene allowing 15- 25gal/min /sq in. If non -woven fabric is used, the maintenance intervals should be increased to replace silt laden fabric. The fabric shall be attached to the frame and folded under the bottom to help seal against the casting. This device should be used in conjunction with other Best Management Practices to maximize the efficiency of the erosion control plan. Suppliers for this product include: Lakeside Supply Inc. (317) 281 -2661, Turfgrass Inc (317) 894 -3276. LAKESIDE PARK SECTION 5 A part of the Southeast Quarter of Section 20, Township 18 North, Range 3 East, Hamilton County, Indiana, more particularly described as follows: Beginning at the Northeast corner of said Quarter Section; thence South 00 degrees 14 minutes 57 seconds East along the East line of said Quarter Section, 1,305.40 feet; thence South 89 degrees 45 minutes 04 seconds West 320.83 feet; thence North 29 degrees 25 minutes 35 seconds West 191.74 feet to a point on a curve concave northwesterly, the radius point of said curve being North 31 degrees 57 minutes 06 seconds West 125.00 feet from said point; thence northeasterly along said curve 117.47 feet to the point of tangency of said curve, said point being South 85 degrees 47 minutes 46 seconds East 125.00 feet from the radius point of said curve; thence North 79 degrees 51 minutes 22 seconds West 170.67 feet; thence North 67 degrees 41 minutes 54 seconds West 182.20 feet; thence North 26 degrees 47 minutes 09 seconds East 3.92 feet; thence North 67 degrees 29 minutes 16 seconds West 177.68 feet; thence North 84 degrees 08 minutes 14 seconds West 285.69 feet; thence North 89 degrees 50 minutes 54 seconds West 59.10 feet; thence North 30 degrees 39 minutes 59 seconds West 95.01 feet; thence South 76 degrees 02 minutes 01 seconds West 131.12 feet to a point on a curve concave southwesterly, the radius point of said curve being South 67 degrees 47 minutes 40 seconds West 635.00 feet from said point; thence northwesterly along said curve 65.68 feet to the point of tangency of said curve, said point being North 61 degrees 52 minutes 06 seconds East 635.00 feet from the radius point of said curve; thence North 61 degrees 52 minutes 06 seconds East 79.76 feet; thence South 36 degrees 06 minutes 24 seconds East 20.38 feet; thence North 53 degrees 53 minutes 36 seconds East 346.10 feet; thence North 89 degrees 32 minutes 44 seconds East 236.95 feet; thence North 00 degrees 14 minutes 57 seconds West 500.00 feet to a point on the North line of said Quarter Section; thence North 89 degrees 32 minutes 44 seconds East along said North line, 800.00 feet to the place of beginning, containing 24.135 acres, more or less. FENCE POST (2x2 HARDWOOD POST) /- SILT FENCE MATERIAL 6, -8" 1 / 3' GROUND SURFACE _ I ,,- 1' r I FENCE POST SHOULD SILT FENCE MATERIAL SHOULD BE BURIED � 1' BELOW BE BURIED 6" BELOW GROUND GROUND SURFACE. SURFACE. SILT FENCE DETAIL NOT -TO -SCALE ExhIblt 3.74 -0• Specifications blintinunis for Silt Fence Fabilc. Physical properly Wovell fabric Ikon -wovcn rubric Eiltcring efficiclicy . 85% 85% Tensile strenblh at . 201vr5 clongat'1011: Standard strength 30 lbs. /linear in. .50 lhs. /linear- iii. L:xtra strength 50 lbs, /1incar iii. 70 lbs / /linsr in. Slurry flow riot`. 0.3 gal. /min. /sq.ft. 4.5 gal. /min. /Ag1t, A. Water flour rstc 15 e,;11, /ltt rl, /S(l,ft• 220 gal• /min. /sq.ft. UV resistance 7011k` 85 c) STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS WILL VARY DEPENDING UPON SLOPE LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 300 275 250 225 200 175 Z 150 J i 125 ° 100 V) 75 50 2s FT. 4:1 3:1 2:1 1:1 LOW MED /HIGH FLOW FLOW CHANNEL CHANNEL AND SLOPE GRADIENT SHORELINE 3' C B C C g C D A A B B CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTRO 2' 2' 6' 6' 4' 4' 16 I It - - - r - I i --I 3, 3 -x -c-- -x x _*_ X_ -x 4' x f 20 " I I f I x p-1/2' 1 -1 I 3' - x 3,x _- x x x A g Ic x xpx x x x X x x . X X - 1 STAPLE 1 -1 /2 STAPLES 2 STAPLES 3.5 STAPLES PER SQ. YD. PER SQ. YD. PER SQ. YD. PER SQ. YD. EROSION CONTROL BLANKET STAPLE PATTERN GUIDE NOT -TO -SCALE 20' -0° MIN. WIDTH ��l�r������r� (INDOT CA. #2) r CE DETAIL NOT-TO-SCALE PARK PLACE AT THE PRAIRIES The area scheduled for construction is known as "Lakeside Park, Section Seven" (hereinafter referred to as the "Project"). PROJECT LOCATION The property is located on the South side 141st Street and East Side of West Road Latitude: 39' 58' 30" W Longitude: 86' 12' 30" N OWNER'S INFORMATION Name: Roehling Enterprises, Inc. Address: 11722 Bradford Place Representative: Raymond H. Roehling Title: President Telephone: (317) 846 -8881 Facsimile: (317) 710 -7166 OPERATOR'S INFORMATION Name: Roehling Enterprises, Inc. Address: 11722 Bradford Place Representative: Raymond H. Roehling Title: President Telephone: (317) 846 -8881 Facsimile: (317) 710 -7166 NOTICE OF INTENT All parties defined as owners or operators must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of on -site construction activities. Submittal of late NOI's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party meeting either of the following requirements: a) The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications. b) The party has day -to -day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other permit conditions. A2 -11 "x17 "PLAT This drawing is attached in the 0 & M Manual. A3 - PROJECT NARRATIVE This project includes the construction of 26 Lots in Lakeside Park, Section Seven, Lakeside Park, Section Seven, consists of approximately 13.465 acres. Construction will include pad grades for the buildings, associated roadways, landscaping, and drainage infrastructure. A4 - VICINITY MAP A copy of the vicinity map is shown on the Title Sheet. A5 - LEGAL DESCRIPTION OF PROJECT SITE The site is a part of the following tract of land as described on the Title Sheet. A6 - LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS The site will be subdivided as shown on the Site Plans. Please refer to sheet C200 for detail. A7 - HYDROLOGIC UNIT CODE (HUU 005120201090060 Stultz and Almond Legal Drain AS -STATE AND FEDERAL WATER QUALITY PERMITS None are required for this project. Stormwater discharge will leave the site at the Southeast side of the site. This will discharge into existing lakes and piping systems that eventually will discharge into the Stultz and Almond Legal Drain. There are no wetlands on the site. All - IDENTIFICATION OF ALL RECEIVING WATERS The Stultz and Almond Legal Drain is the main receiving water for the project area. Al2 - IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER Potential discharges into the groundwater may have occurred in the Lakes. This should be addressed with clay bottoms to prevent pollutants from entering the groundwater. A13 - 100 -YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES The site does not lie within any floodplain, floodway, or floodway fringe. The information was obtained from Flood Insurance Rate Map Panel 18057CO205F for Hamilton County, Indiana. A14 - PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE Allowable 10 -year discharge: 74.28 cfs Post - construction 100 -year discharge: 34.56 cfs. A15 - ADJACENT LAND USE Upstream watershed: Currently grassy weeds Site is zoned P.U.D. North: Residential East: Residential South: Residential West: Residential A16 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS Approximate boundaries of disturbed areas are as identified on Sheets C200. A17 - IDENTIFICATION OF EXISTING VEGETATIVE COVER As the site is mainly farmland, the existing vegetative cover consists mostly of grass weeds. A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS Soil information from the Hamilton County Soil Survey is shown on Sheet C302. Sheet C302 includes a copy of the soil map, descriptions of the soils. A19 - LOCATIONS, SIZE, AND DIMENSIONS OF PORPOSED STORMWATER SYSTEMS Locations of stormwater systems: Sheets C200 and C600. Size of storm sewers: Sheet C600. Details of storm inlets and manholes: Sheets C600 and C801. A20 -PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT There are no offsite Drainage construction activities associated with the project. A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS There is not a soil stockpile area located on this site. A22 - EXISTING SITE TOPOGRAPHY Refer to Sheets C100. A23 - PROPOSED FINAL SITE TOPOGRAPHY Refer to Sheets C200. STREET SIDE- WALK . EXISTING CURB AND GUTTER `-CURB INLET PROTECTION NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 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 Dust Control /Off -site Vehicle Tracking with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). During construction, water trucks should be used, as ne, (B) Provisions for erosion and sediment control on individual building lots regulated under the to reduce dust. After construction, the site should be original permit of a project site owner must include the following requirements: Construction traffic should enter and exit the site at o (1) The individual lot operator, whether owning the property or acting as the agent of the equivalent device. The purpose of the rock pad is to n- tracked into existing streets. If sediment escapes the c property owner, shall be responsible for erosion and sediment control requirements associated sediment must be removed at a frequency sufficient to with activities on individual lots. (2) Installation and maintenance of a stable construction site access. Sanitary./Septic (3) Installation and maintenance of appropriate perimeter erosion and sediment control Contractors and subcontractors must comply with all st< measures prior to land disturbance. or septic system regulations. Sanitary facilities shall be (4) Sediment discharge and tracking from each lot must be minimised throughout the land subcontractor throughout construction activities. The sc construction personnel and be serviced regularly. All exl disturbing activities on the lot until permanent stabilization has been achieved. facilities are the responsibility of the contractors and su (5) Clean -up of sediment must be redistributed or disposed of in a manner that is in compliance The location of any sanitary facilities should be indicates with all applicable statutes and rules. plan by the operator following on -site location of said f (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. water source (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or Water used to establish and maintain grass, to control c this rule will be achieved when the individual lot operator: must originate from a public water supply or private well (A) completes final stabilization; Or department. (B) has installed appropriate erosion and sediment control measures for an individual lot prior to Equipment Fueling and Storage Areas 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: Equipment fueling, maintenance, and cleaning should only (A) all land disturbing activities have been completed and a uniform (for example, evenly bermed area). Leaking equipment and maintenance fluid distributed, without large bare areas) perennial vegetative cover with a density of seventy percent discharge into soil where they may be washed away durir (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or Equipment wash down (except for wheel washes) should equivalent permanent stabilization measures have been employed; and berm. The use of detergents is prohibited. (B) construction projects on land used for agricultural purposes are returned to its preconstruction Hazardous Material Storage 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 Chemicals, paints, solvents, fertilizers, and other toxic or their original containers (if original container is not reset stabilization requirements in clause (A), waterproof containers). Except during application, the cc bermed areas within covered storage facilities. Runoff ci INDIVIDUALLOT removed from the site, and disposed of in accordance w STORECATER POLLU71ON � PREVENTION DETAIL As may be required by federal, state, or local regulation: Materials Management Plan and /or Hazardous Materials S foreman or supervisor should be designated in writing to NOT-TO-SCALE i PRArTirF� - .. --- EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE -om- EXISTING DRAINAGE �� �� _\ . - I I \ I FINISHED DRAINAGE \ \ qqq�__�� �5��;��5 TREE CONSERVATION t���,, -Y & SF SILT FENCING ' GRAVEL ENTRANCE/ : EXIT PAD CURB INLET PROTECTION DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING DROP INLET REAR YARD PROTECTION DRAINAGE SWALE BASKET >000 ooh 000< SUBSOIL PS STOCKPILE SF SF AREA TO BE TOP ° ° SOILED, SEEDED, 0 Fe PS TOPSOIL AND MULCHED Fel STOCKPILE BY OWNER AT COMPLETION OF CONSTRUCTION. PALIMAR IS TO BE HOUSE -.66- GARAGE '0- USED IF GRASS GROWTH IS NOT \ POSSIBLE. G�- ••. * . CONSTRUCTION - .. o PS :, . � ?* .: � � __.��_ ENTRANCE EXIT __�� 0 ­*: SIDE YARD ,...: DRAINAGE SWALE ­ . workers on proper hazardous materials storage and hand hazardous material storage areas should be indicated on 1_ l 1 81 - DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACT�VLrl��. The following potential pollutant sources may be associated with construction activities on site.: 1. Material storage areas (more specifically described below) 2. Construction waste material 3. Fuel storage areas and fueling stations 4. Exposed soils 5. Leaking vehicles and equipment 6. Sanitary waste from temporary toilet facilities 7. Litter 8. Windblown dust 9. Soil tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development of the site. 1. Structural fill 2. Road base 3. Concrete drainage pipe 4. Concrete culverts 5. Precast concrete manholes B2 - SEQUENC_'E DESCIRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND- DISTURBING ACTIVITIES 1. Contractor shall schedule apre- construction meeting with the City of Carmel Engineering Dept. District prior to any construction on the site being started. 2. Post Rule 5 information at the job entrance. Contractor shall designate a person on -site inspections and for providing for this SWPP to be on -site 3. Clear areas for construction entrance, swales, sediment traps and silt fence 4. Install construction entrances and perimeter controls Construct temporary diversion berms and swales and sediment traps. (if needed) 5. Continue site clearing 6. Being mass earthwork operations 7. Install staging areas, material storage areas, and fueling stations 8. Continue site excavating, backfilling, and grading activities 9. Establish building pads 10. Temporary seed disturbed areas if to be undisturbed for more than 15 days 11. Permanent seed any disturbed areas that are at final grade and will remain undisturbed 12. Begin trenching for storm sewers, sanitary sewers, water lines, and other utilities 13. Install inlet protection measures 14. Stone roadways 15. Complete concrete /asphalt paving 16. Final grade and seed /mulch 63 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS Construction entrances will be in place prior to this phase of construction. Entrances are shown for reference on Sheets C300 -C302. 84 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt fencing will be utilized to minimize runoff from construction areas as identified on Sheets C300 -C302. Refer to Sheet C302 for details. 65 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS Concentrated flow in diversion swales will be protected by rock check dams. None are needed on this site. The contractor has the option to use one of several storm sewer inlet protection methods, depending on the inlet location and the stage of construction. Refer to Sheet C300 -C301 for locations and refer to Sheet C302 for details. Manufactured products such as the Dandy Bag or Catch -All products may also be used at the contractor's discretion. Manufactured products shall be installed in accordance with the manufacturer's specifications. Straw bales or filter fabric on under, or around inlet grates will not be allowed as inlet protection measures. Coconut fiber logs are recommended. 67 - RUNOFF CONTROL MEASURES Silt fence will be installled along portions of this project to prevent run off. see sheets C300 -C302 for location. B8 - STORMWATER OUTLET PROTECTION SPECIFICATIONS Riprap revetment will be used at each of the stormwater outlets where not connecting into existing manholes. See sheets C300 -C302 for additional information. B9 -GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS Erosion control blankets will be utilized as grade - stabilization structures. Refer to Sheets C300 -C302 for additional information. B10 - LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER 4UALITY MEASURE Existing detention pond shall be used to extend detention times to achieve stormwater quality. All other stormwater quality measures can be found on Sheets C300 -C302. B11 - TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON Refer to Sheet C302, within the Seasonal Soil Protection Chart. B12 - PERMANENT SURFACE STABILIZATION SPECIFICATIONS Refer to Sheet C302, within the Seasonal Soil Protection Chart. B13 - MATERIAL HANDLING AND SPILL PREVENTION PLAN Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and /or appropriate local municipality to accept the waste for disposal. Dumpsters and port -o -lets are not to be placed in the street. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the facility. A18. Fr Br SOILS MAP - - CROSBY SILT LOAM 0 to 3% SLOPE BROOKSTON SILT LOAM, OVERWASH :ded, by each contractor or subcontractor stabilized to reduce dust. Construction Entrance with a rock pad or inimize the amount of soil and mud that is construction site, off -site accumulations of minimize offsite impacts. ite and local sanitary sewer, portable toilet, provided at the site by each contractor or nitary facilities should be utilized by all senses associated with providing sanitary bcontractors. on the stormwater pollution prevention X ilities. lust, and for other construction purposes approved by the State or local health be completed in protected areas (i.e., s will be collected and not allowed to Ig a rain event. _\ take place within an area surrounded by a hazardous materials should be stored in Ilable, store the products in clearly labeled, )ntainers should be kept in trucks or in ) ntaining such materials shall be collected, 1 (3) 12" MULCH FILLED I -I*- EROSION CONTROL LOGS oiw gollin �� I 11 IF 4190 - t I W, - il 40 00*0441 ith the federal, state, and local regulations. 10' DIA. EROSION CONTROL NOTES EROSION CONTROL MEASURE INSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS. STARTS TO DECOMPOSE. OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCO OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) PRIOR TO STRIPPING TOPSOIL. INSTALL ANY SITE-SPECIFIC OOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS 'SURFACE SOIL- (I.E.. A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -8). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 Mo., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 509: FULL WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS.), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, °. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -B SHOWS ONLY WHEAT/RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER. AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FlWNG ANY GUWES, RE- FERTILIZING. OVER - OR RE- SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT OEFlCIENCY PROBLEMS. (CONTACT YOUR SWCO OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND. DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA. AND RE -LAY AND STAPLE THE BLANKET. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. STRAW BALES AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT. AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. INLET PROTECTION AFTER EAgi INLET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC. AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF STRAW BALES ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF INLET PROTECTION ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS N/A ARE STABILIZED >, the Contractor should have a Hazardous pill Prevention Program in place. A oversee, enforce, and instruct construction COCONUT FIBER EROSION ling procedures. The location of any CONTROL Locs the stormwater ollut' 41 ' I LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE 6' MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SEC11ON °Z ° - °Z" NOT -TO -SCALE p Ion preven on pan uy r.ne operator Tollowing on -site location of the storage areas. Spill Response Directions In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. 1. At a position downslope of the lot and upslope of the inlet, attach log around upslope of curb In the event of spills that have potential groundwater or surface water contamination, please and away from inlet. contact the construction supervisor, developer, County Surveyor's Office, Local Fire Department, IDEM, /� Runoff %.0% and the City of Carmel Utility Department. � 2. Set up � p barriers to keep vehicles /_ 2. See 0 & M Manual for all Emergency Number. from hitting logs, causing possible injury. - _1__*­ 3. Inspect and repair as needed, and remove any I-------- accumulated sediments at least once per week MEASURE and after every storm. Inspection Schedule /Reporting CURB INLET PROTEC11ON DETAIL All impacted areas, NOT -TO -SCALE as well as all erosion and sediment control devices, will be inspected every P IFI AT N AN seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until a NOT is C4 - LOCATION. DIMENSIONS, SEC C 10 S D CONSTRUCTION DETAILS OF EACH STORMWATER issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering B15 - EROSION AND SEDIMENT CONTROL SPECIFICATIONS QUALITY MEASURE FOR iIvJIVIDUAL BUILDING LOTS Department One, Civic Square, attention Storm Water Administrator. See sheet C302 for details. The following are stormwater 9 quality measures that will remain in place after constrtuction is Inspections shall be conducted and a written report prepared, b Y a designated and qualified person completed and are considered to serve as post- construction stormwater quality BMP's. familiar with the USEPA NPDES Storm Water General Permit, and the Project. C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES A�SnC�r1TED WITH THE PROPOSED LAND USE The proposed land use will consist of single family residentiai houses. The pollutants and sources Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of each pollutant normally expected from these types of land uses are listed below: of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance Pollutant Source: Passenger vehicles, delivery vehicles, and trucks noted during the inspection. The inspection report should state whether the site was in compliance Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and Landscaping or Identify any incidents of noncompliance. The contractor shall keep a copy of the inspection lubricants, grease, antifreeze, windshield cleaner solution, brako fluid, broke dust, rubber, glass, reports on site and permanently for a period of two years following construction. The on -site metal and plastic fragments, grit, road de -icing materials g reports may be requested by inspections conducted by the local MS -4. A landscape plan that includes extensive plantings and greenspace will be forthcoming in the next Pollutant Source: Residence phase of the project. Construction Entrance Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof C F MAINTENANCE M AA drainage, aggregate or rubber fragments from roofing system MEASURESDESCRIPTION 0 GUIDELINES FOR POST - CONSTRUCTION STOR W TER QU LITY Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Pollutant Source: Trash dumpster Each contractor and subcontractor shall be responsible for maintainin the Construction Entrant T e of Pollutant: Maintenance requirements for the - constr 9 e yp Cleaning solutions or solvents, litter (paper, plastic, general refuse associated stormwater quality measures are described and other controls. with distributions operations), uneaten food products, bacteria below; post construction Material Storage Inspections Pollutant Source: Roadway Inspectors of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing p ectors must evaluate areas used for storage of materials that are exposed to precipitation. surface, bituminous compounds from periodic maintenance (sealing, resurfacin and atchin The purpose is to ensure that materials are protected and/or impounded so that g P g)' pollutants cannot pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, discharge from storage areas. Off -site material storage areas used solely by the subject project wind -blown litter from off -site sources, and elevated water temperatures from contact with are considered to be part of the project and must be included in the erosion control plans and the impervious surfaces Landscaping site inspection reports. Soil Stabilization Inspections Pollutant Source: Lawn and landscape areas Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides Subsequent tree fertilizations shall not be surface applied. Tree spikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the a uivalent of Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The The antici ated ollution sources are the q site has achieved final stabilization once all areas are covered with pavement of have a P P e vehicles that will use these future facilities, including both 1 of rainfall once per week if ode uate rainfall stand of q was not received. After two years, water as truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other necessary in dry season. vegetation with at least 70% of the background vegetation density. The density of 70% or greater pollutants associated with vehicular traffic. must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Lawn shall be mowed at a height C2 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION fertilized more that twice per of not less than 3 " to increase root mass. Lawn shall not be stormwater quality well be handled with two different measures. The first measure will be the year and shall be immediately watered into the soil after application. Erosion and Sediment Control Inspections swales, catch basin storm sewer inlets draining to the proposed pond. The final stormwater quality measure will be the installation of trees, shrubs and grasses with the landscaping phase of the S: \Legal \PlatinumSWPPP.doc All controls should be inspected at least once every seven (7) calendar days and following any inch or greater. The following is a list of inspection /maintenance practices that project. These landscaping items will help to reduce sediment runoff from the site. storm event of 0.5 will be used for specific controls: - C3 DESCRIPTION OF PROPOSED POST- CONSTRUCTION STORM WA R QUALITY MEASURES 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. Grading and Drainage 2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall event. All paved areas are collected by a storm sewer system to prevent the possibility of erosion in 3. Mulching: Inspected for thin or bare e s ots proposed p caused by natural decomposition or weather - related P o P s w ales. Additionally, paved areas are graded between 0.50 - percent to 2.5- percent slope events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform to reduce velocity. The roof drains from future buildings will be directed by underground piping to protection. storm sewers. This will eliminate concentrated flow from downspouts that could erode lawn areas 4. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its adjacent to the building. Topsoil will be placed in lawn areas and then seeded with grass and original dimensions at such point that the capacity of the impoundment has been reduced to graded at the flattest slope possible to minimize overland flow velocity. In no cases will lawn areas one -half of its original storage capacity. The removed sediment shall be stockpiled or redistributed exceed 3:1 slope. in areas that are protected from erosion. 5. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not Landscaping diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been A extensive landscape plan has been put together in the greenspace on -site. Additionally, the Y reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or grassy areas will provide additional areas for stormwater to infiltrate. The use of proposed trees redistributed in areas that are protected from erosion, will also provide additional cover on site. 6. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. Design Considerations Relative to stormwater Quality 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing This project does contain Ions for installation of 9 plans stormwater quality Best 9. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to Management Practices (BMP) as indicated above. stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. A description of some additional stormwater quality BMP's that may be incorporated into the project in the future are as follows. The feasibility of applying any of these practices to a particular project is a complicated decision - making process that involves input from the owner and regulatory agencies. In addition, each local authority will dictate design criteria and practices that may vary widely from one jurisdiction to the next. Therefore, the use of any of BMP's in the list is In the event that sediment escapes the construction site, off -site accumulations of sediment must speculative. The fact that a BMP is listed should not be understood to mean that the BMP could be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the have been installed at this site; rather, its inclusion in the list means only that it might have been situation where sediment has washed into the street and could be carried into the storm sewers by installed at this project or that it should be considered for a similar project in the future. the next rainfall and /or pose a safety hazard to users of public streets. Furthermore, the lack of any of the following stormwater quality measures in this plan is not an Material Handling and Spill Prevention admission of errors, omissions, or negligence on the part of the engineer or owner. Typical stormwater - Quality Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National BMP's are methods to reduce stormwater pollutants stormwater Ponds. The measures Response Center (1- 800 - 424 -8802) to properly report the spill. In addition, the operator shall incorporated into this design are catch basins as required by the City of Carmel. submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future Good Housekeeping measures spills) to the local MS -4. Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction in fertilizer overspray can be incorporated by the owner and /or occupant. Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator /permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. M CO Z O W Of LdQ -ft : 0 ft : N. *-*. --'I- '00 = : : = = : : = = Z : 6 .0. I : X ft .L,% A*e- ,G , , % , %. T 0. '. ;:Px. i O a a 19358 -o *% STATE OF := 0-7 CD O \ 07 _W LL_ 1- W U • O O .,,I- Qf O O-) N � q< v) cx:) re) d- O Z Q r j too V) 48 L_ 0 r�_ U� x N 46 pr) "-' (/) � O � v7 00 LL..J -6 U-) a.i Z � Q, Z •� ^ O W o I-- I-- Q � J Z W o W V) 0 Z Cn U U) F� Ld Q Z J Q 0 Z W D Z O F Z Y � z CL a> 08 (of) � w w z 0 z =) (/) O W -J \00110 W � Q (/) Q 0 _= w a U oanwH BY: accnco BY: JDH EEF SHEET N0. C302 =&a JOB N o. 41760S7 2' 2' 6' 6' 4' 4' 16 I It - - - r - I i --I 3, 3 -x -c-- -x x _*_ X_ -x 4' x f 20 " I I f I x p-1/2' 1 -1 I 3' - x 3,x _- x x x A g Ic x xpx x x x X x x . X X - 1 STAPLE 1 -1 /2 STAPLES 2 STAPLES 3.5 STAPLES PER SQ. YD. PER SQ. YD. PER SQ. YD. PER SQ. YD. EROSION CONTROL BLANKET STAPLE PATTERN GUIDE NOT -TO -SCALE 20' -0° MIN. WIDTH ��l�r������r� (INDOT CA. #2) r CE DETAIL NOT-TO-SCALE PARK PLACE AT THE PRAIRIES The area scheduled for construction is known as "Lakeside Park, Section Seven" (hereinafter referred to as the "Project"). PROJECT LOCATION The property is located on the South side 141st Street and East Side of West Road Latitude: 39' 58' 30" W Longitude: 86' 12' 30" N OWNER'S INFORMATION Name: Roehling Enterprises, Inc. Address: 11722 Bradford Place Representative: Raymond H. Roehling Title: President Telephone: (317) 846 -8881 Facsimile: (317) 710 -7166 OPERATOR'S INFORMATION Name: Roehling Enterprises, Inc. Address: 11722 Bradford Place Representative: Raymond H. Roehling Title: President Telephone: (317) 846 -8881 Facsimile: (317) 710 -7166 NOTICE OF INTENT All parties defined as owners or operators must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of on -site construction activities. Submittal of late NOI's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party meeting either of the following requirements: a) The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications. b) The party has day -to -day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other permit conditions. A2 -11 "x17 "PLAT This drawing is attached in the 0 & M Manual. A3 - PROJECT NARRATIVE This project includes the construction of 26 Lots in Lakeside Park, Section Seven, Lakeside Park, Section Seven, consists of approximately 13.465 acres. Construction will include pad grades for the buildings, associated roadways, landscaping, and drainage infrastructure. A4 - VICINITY MAP A copy of the vicinity map is shown on the Title Sheet. A5 - LEGAL DESCRIPTION OF PROJECT SITE The site is a part of the following tract of land as described on the Title Sheet. A6 - LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS The site will be subdivided as shown on the Site Plans. Please refer to sheet C200 for detail. A7 - HYDROLOGIC UNIT CODE (HUU 005120201090060 Stultz and Almond Legal Drain AS -STATE AND FEDERAL WATER QUALITY PERMITS None are required for this project. Stormwater discharge will leave the site at the Southeast side of the site. This will discharge into existing lakes and piping systems that eventually will discharge into the Stultz and Almond Legal Drain. There are no wetlands on the site. All - IDENTIFICATION OF ALL RECEIVING WATERS The Stultz and Almond Legal Drain is the main receiving water for the project area. Al2 - IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER Potential discharges into the groundwater may have occurred in the Lakes. This should be addressed with clay bottoms to prevent pollutants from entering the groundwater. A13 - 100 -YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES The site does not lie within any floodplain, floodway, or floodway fringe. The information was obtained from Flood Insurance Rate Map Panel 18057CO205F for Hamilton County, Indiana. A14 - PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE Allowable 10 -year discharge: 74.28 cfs Post - construction 100 -year discharge: 34.56 cfs. A15 - ADJACENT LAND USE Upstream watershed: Currently grassy weeds Site is zoned P.U.D. North: Residential East: Residential South: Residential West: Residential A16 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS Approximate boundaries of disturbed areas are as identified on Sheets C200. A17 - IDENTIFICATION OF EXISTING VEGETATIVE COVER As the site is mainly farmland, the existing vegetative cover consists mostly of grass weeds. A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS Soil information from the Hamilton County Soil Survey is shown on Sheet C302. Sheet C302 includes a copy of the soil map, descriptions of the soils. A19 - LOCATIONS, SIZE, AND DIMENSIONS OF PORPOSED STORMWATER SYSTEMS Locations of stormwater systems: Sheets C200 and C600. Size of storm sewers: Sheet C600. Details of storm inlets and manholes: Sheets C600 and C801. A20 -PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT There are no offsite Drainage construction activities associated with the project. A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS There is not a soil stockpile area located on this site. A22 - EXISTING SITE TOPOGRAPHY Refer to Sheets C100. A23 - PROPOSED FINAL SITE TOPOGRAPHY Refer to Sheets C200. STREET SIDE- WALK . EXISTING CURB AND GUTTER `-CURB INLET PROTECTION NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 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 Dust Control /Off -site Vehicle Tracking with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). During construction, water trucks should be used, as ne, (B) Provisions for erosion and sediment control on individual building lots regulated under the to reduce dust. After construction, the site should be original permit of a project site owner must include the following requirements: Construction traffic should enter and exit the site at o (1) The individual lot operator, whether owning the property or acting as the agent of the equivalent device. The purpose of the rock pad is to n- tracked into existing streets. If sediment escapes the c property owner, shall be responsible for erosion and sediment control requirements associated sediment must be removed at a frequency sufficient to with activities on individual lots. (2) Installation and maintenance of a stable construction site access. Sanitary./Septic (3) Installation and maintenance of appropriate perimeter erosion and sediment control Contractors and subcontractors must comply with all st< measures prior to land disturbance. or septic system regulations. Sanitary facilities shall be (4) Sediment discharge and tracking from each lot must be minimised throughout the land subcontractor throughout construction activities. The sc construction personnel and be serviced regularly. All exl disturbing activities on the lot until permanent stabilization has been achieved. facilities are the responsibility of the contractors and su (5) Clean -up of sediment must be redistributed or disposed of in a manner that is in compliance The location of any sanitary facilities should be indicates with all applicable statutes and rules. plan by the operator following on -site location of said f (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. water source (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or Water used to establish and maintain grass, to control c this rule will be achieved when the individual lot operator: must originate from a public water supply or private well (A) completes final stabilization; Or department. (B) has installed appropriate erosion and sediment control measures for an individual lot prior to Equipment Fueling and Storage Areas 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: Equipment fueling, maintenance, and cleaning should only (A) all land disturbing activities have been completed and a uniform (for example, evenly bermed area). Leaking equipment and maintenance fluid distributed, without large bare areas) perennial vegetative cover with a density of seventy percent discharge into soil where they may be washed away durir (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or Equipment wash down (except for wheel washes) should equivalent permanent stabilization measures have been employed; and berm. The use of detergents is prohibited. (B) construction projects on land used for agricultural purposes are returned to its preconstruction Hazardous Material Storage 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 Chemicals, paints, solvents, fertilizers, and other toxic or their original containers (if original container is not reset stabilization requirements in clause (A), waterproof containers). Except during application, the cc bermed areas within covered storage facilities. Runoff ci INDIVIDUALLOT removed from the site, and disposed of in accordance w STORECATER POLLU71ON � PREVENTION DETAIL As may be required by federal, state, or local regulation: Materials Management Plan and /or Hazardous Materials S foreman or supervisor should be designated in writing to NOT-TO-SCALE i PRArTirF� - .. --- EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE -om- EXISTING DRAINAGE �� �� _\ . - I I \ I FINISHED DRAINAGE \ \ qqq�__�� �5��;��5 TREE CONSERVATION t���,, -Y & SF SILT FENCING ' GRAVEL ENTRANCE/ : EXIT PAD CURB INLET PROTECTION DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING DROP INLET REAR YARD PROTECTION DRAINAGE SWALE BASKET >000 ooh 000< SUBSOIL PS STOCKPILE SF SF AREA TO BE TOP ° ° SOILED, SEEDED, 0 Fe PS TOPSOIL AND MULCHED Fel STOCKPILE BY OWNER AT COMPLETION OF CONSTRUCTION. PALIMAR IS TO BE HOUSE -.66- GARAGE '0- USED IF GRASS GROWTH IS NOT \ POSSIBLE. G�- ••. * . CONSTRUCTION - .. o PS :, . � ?* .: � � __.��_ ENTRANCE EXIT __�� 0 ­*: SIDE YARD ,...: DRAINAGE SWALE ­ . workers on proper hazardous materials storage and hand hazardous material storage areas should be indicated on 1_ l 1 81 - DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACT�VLrl��. The following potential pollutant sources may be associated with construction activities on site.: 1. Material storage areas (more specifically described below) 2. Construction waste material 3. Fuel storage areas and fueling stations 4. Exposed soils 5. Leaking vehicles and equipment 6. Sanitary waste from temporary toilet facilities 7. Litter 8. Windblown dust 9. Soil tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development of the site. 1. Structural fill 2. Road base 3. Concrete drainage pipe 4. Concrete culverts 5. Precast concrete manholes B2 - SEQUENC_'E DESCIRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND- DISTURBING ACTIVITIES 1. Contractor shall schedule apre- construction meeting with the City of Carmel Engineering Dept. District prior to any construction on the site being started. 2. Post Rule 5 information at the job entrance. Contractor shall designate a person on -site inspections and for providing for this SWPP to be on -site 3. Clear areas for construction entrance, swales, sediment traps and silt fence 4. Install construction entrances and perimeter controls Construct temporary diversion berms and swales and sediment traps. (if needed) 5. Continue site clearing 6. Being mass earthwork operations 7. Install staging areas, material storage areas, and fueling stations 8. Continue site excavating, backfilling, and grading activities 9. Establish building pads 10. Temporary seed disturbed areas if to be undisturbed for more than 15 days 11. Permanent seed any disturbed areas that are at final grade and will remain undisturbed 12. Begin trenching for storm sewers, sanitary sewers, water lines, and other utilities 13. Install inlet protection measures 14. Stone roadways 15. Complete concrete /asphalt paving 16. Final grade and seed /mulch 63 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS Construction entrances will be in place prior to this phase of construction. Entrances are shown for reference on Sheets C300 -C302. 84 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt fencing will be utilized to minimize runoff from construction areas as identified on Sheets C300 -C302. Refer to Sheet C302 for details. 65 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS Concentrated flow in diversion swales will be protected by rock check dams. None are needed on this site. The contractor has the option to use one of several storm sewer inlet protection methods, depending on the inlet location and the stage of construction. Refer to Sheet C300 -C301 for locations and refer to Sheet C302 for details. Manufactured products such as the Dandy Bag or Catch -All products may also be used at the contractor's discretion. Manufactured products shall be installed in accordance with the manufacturer's specifications. Straw bales or filter fabric on under, or around inlet grates will not be allowed as inlet protection measures. Coconut fiber logs are recommended. 67 - RUNOFF CONTROL MEASURES Silt fence will be installled along portions of this project to prevent run off. see sheets C300 -C302 for location. B8 - STORMWATER OUTLET PROTECTION SPECIFICATIONS Riprap revetment will be used at each of the stormwater outlets where not connecting into existing manholes. See sheets C300 -C302 for additional information. B9 -GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS Erosion control blankets will be utilized as grade - stabilization structures. Refer to Sheets C300 -C302 for additional information. B10 - LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER 4UALITY MEASURE Existing detention pond shall be used to extend detention times to achieve stormwater quality. All other stormwater quality measures can be found on Sheets C300 -C302. B11 - TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON Refer to Sheet C302, within the Seasonal Soil Protection Chart. B12 - PERMANENT SURFACE STABILIZATION SPECIFICATIONS Refer to Sheet C302, within the Seasonal Soil Protection Chart. B13 - MATERIAL HANDLING AND SPILL PREVENTION PLAN Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and /or appropriate local municipality to accept the waste for disposal. Dumpsters and port -o -lets are not to be placed in the street. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the facility. A18. Fr Br SOILS MAP - - CROSBY SILT LOAM 0 to 3% SLOPE BROOKSTON SILT LOAM, OVERWASH :ded, by each contractor or subcontractor stabilized to reduce dust. Construction Entrance with a rock pad or inimize the amount of soil and mud that is construction site, off -site accumulations of minimize offsite impacts. ite and local sanitary sewer, portable toilet, provided at the site by each contractor or nitary facilities should be utilized by all senses associated with providing sanitary bcontractors. on the stormwater pollution prevention X ilities. lust, and for other construction purposes approved by the State or local health be completed in protected areas (i.e., s will be collected and not allowed to Ig a rain event. _\ take place within an area surrounded by a hazardous materials should be stored in Ilable, store the products in clearly labeled, )ntainers should be kept in trucks or in ) ntaining such materials shall be collected, 1 (3) 12" MULCH FILLED I -I*- EROSION CONTROL LOGS oiw gollin �� I 11 IF 4190 - t I W, - il 40 00*0441 ith the federal, state, and local regulations. 10' DIA. EROSION CONTROL NOTES EROSION CONTROL MEASURE INSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS. STARTS TO DECOMPOSE. OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCO OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) PRIOR TO STRIPPING TOPSOIL. INSTALL ANY SITE-SPECIFIC OOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS 'SURFACE SOIL- (I.E.. A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -8). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 Mo., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 509: FULL WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS.), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, °. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -B SHOWS ONLY WHEAT/RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER. AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FlWNG ANY GUWES, RE- FERTILIZING. OVER - OR RE- SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT OEFlCIENCY PROBLEMS. (CONTACT YOUR SWCO OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND. DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA. AND RE -LAY AND STAPLE THE BLANKET. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. STRAW BALES AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT. AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. INLET PROTECTION AFTER EAgi INLET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC. AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF STRAW BALES ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF INLET PROTECTION ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS N/A ARE STABILIZED >, the Contractor should have a Hazardous pill Prevention Program in place. A oversee, enforce, and instruct construction COCONUT FIBER EROSION ling procedures. The location of any CONTROL Locs the stormwater ollut' 41 ' I LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE 6' MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SEC11ON °Z ° - °Z" NOT -TO -SCALE p Ion preven on pan uy r.ne operator Tollowing on -site location of the storage areas. Spill Response Directions In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. 1. At a position downslope of the lot and upslope of the inlet, attach log around upslope of curb In the event of spills that have potential groundwater or surface water contamination, please and away from inlet. contact the construction supervisor, developer, County Surveyor's Office, Local Fire Department, IDEM, /� Runoff %.0% and the City of Carmel Utility Department. � 2. Set up � p barriers to keep vehicles /_ 2. See 0 & M Manual for all Emergency Number. from hitting logs, causing possible injury. - _1__*­ 3. Inspect and repair as needed, and remove any I-------- accumulated sediments at least once per week MEASURE and after every storm. Inspection Schedule /Reporting CURB INLET PROTEC11ON DETAIL All impacted areas, NOT -TO -SCALE as well as all erosion and sediment control devices, will be inspected every P IFI AT N AN seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until a NOT is C4 - LOCATION. DIMENSIONS, SEC C 10 S D CONSTRUCTION DETAILS OF EACH STORMWATER issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering B15 - EROSION AND SEDIMENT CONTROL SPECIFICATIONS QUALITY MEASURE FOR iIvJIVIDUAL BUILDING LOTS Department One, Civic Square, attention Storm Water Administrator. See sheet C302 for details. The following are stormwater 9 quality measures that will remain in place after constrtuction is Inspections shall be conducted and a written report prepared, b Y a designated and qualified person completed and are considered to serve as post- construction stormwater quality BMP's. familiar with the USEPA NPDES Storm Water General Permit, and the Project. C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES A�SnC�r1TED WITH THE PROPOSED LAND USE The proposed land use will consist of single family residentiai houses. The pollutants and sources Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of each pollutant normally expected from these types of land uses are listed below: of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance Pollutant Source: Passenger vehicles, delivery vehicles, and trucks noted during the inspection. The inspection report should state whether the site was in compliance Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and Landscaping or Identify any incidents of noncompliance. The contractor shall keep a copy of the inspection lubricants, grease, antifreeze, windshield cleaner solution, brako fluid, broke dust, rubber, glass, reports on site and permanently for a period of two years following construction. The on -site metal and plastic fragments, grit, road de -icing materials g reports may be requested by inspections conducted by the local MS -4. A landscape plan that includes extensive plantings and greenspace will be forthcoming in the next Pollutant Source: Residence phase of the project. Construction Entrance Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof C F MAINTENANCE M AA drainage, aggregate or rubber fragments from roofing system MEASURESDESCRIPTION 0 GUIDELINES FOR POST - CONSTRUCTION STOR W TER QU LITY Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Pollutant Source: Trash dumpster Each contractor and subcontractor shall be responsible for maintainin the Construction Entrant T e of Pollutant: Maintenance requirements for the - constr 9 e yp Cleaning solutions or solvents, litter (paper, plastic, general refuse associated stormwater quality measures are described and other controls. with distributions operations), uneaten food products, bacteria below; post construction Material Storage Inspections Pollutant Source: Roadway Inspectors of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing p ectors must evaluate areas used for storage of materials that are exposed to precipitation. surface, bituminous compounds from periodic maintenance (sealing, resurfacin and atchin The purpose is to ensure that materials are protected and/or impounded so that g P g)' pollutants cannot pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, discharge from storage areas. Off -site material storage areas used solely by the subject project wind -blown litter from off -site sources, and elevated water temperatures from contact with are considered to be part of the project and must be included in the erosion control plans and the impervious surfaces Landscaping site inspection reports. Soil Stabilization Inspections Pollutant Source: Lawn and landscape areas Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides Subsequent tree fertilizations shall not be surface applied. Tree spikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the a uivalent of Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The The antici ated ollution sources are the q site has achieved final stabilization once all areas are covered with pavement of have a P P e vehicles that will use these future facilities, including both 1 of rainfall once per week if ode uate rainfall stand of q was not received. After two years, water as truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other necessary in dry season. vegetation with at least 70% of the background vegetation density. The density of 70% or greater pollutants associated with vehicular traffic. must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Lawn shall be mowed at a height C2 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION fertilized more that twice per of not less than 3 " to increase root mass. Lawn shall not be stormwater quality well be handled with two different measures. The first measure will be the year and shall be immediately watered into the soil after application. Erosion and Sediment Control Inspections swales, catch basin storm sewer inlets draining to the proposed pond. The final stormwater quality measure will be the installation of trees, shrubs and grasses with the landscaping phase of the S: \Legal \PlatinumSWPPP.doc All controls should be inspected at least once every seven (7) calendar days and following any inch or greater. The following is a list of inspection /maintenance practices that project. These landscaping items will help to reduce sediment runoff from the site. storm event of 0.5 will be used for specific controls: - C3 DESCRIPTION OF PROPOSED POST- CONSTRUCTION STORM WA R QUALITY MEASURES 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. Grading and Drainage 2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall event. All paved areas are collected by a storm sewer system to prevent the possibility of erosion in 3. Mulching: Inspected for thin or bare e s ots proposed p caused by natural decomposition or weather - related P o P s w ales. Additionally, paved areas are graded between 0.50 - percent to 2.5- percent slope events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform to reduce velocity. The roof drains from future buildings will be directed by underground piping to protection. storm sewers. This will eliminate concentrated flow from downspouts that could erode lawn areas 4. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its adjacent to the building. Topsoil will be placed in lawn areas and then seeded with grass and original dimensions at such point that the capacity of the impoundment has been reduced to graded at the flattest slope possible to minimize overland flow velocity. In no cases will lawn areas one -half of its original storage capacity. The removed sediment shall be stockpiled or redistributed exceed 3:1 slope. in areas that are protected from erosion. 5. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not Landscaping diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been A extensive landscape plan has been put together in the greenspace on -site. Additionally, the Y reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or grassy areas will provide additional areas for stormwater to infiltrate. The use of proposed trees redistributed in areas that are protected from erosion, will also provide additional cover on site. 6. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. Design Considerations Relative to stormwater Quality 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing This project does contain Ions for installation of 9 plans stormwater quality Best 9. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to Management Practices (BMP) as indicated above. stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. A description of some additional stormwater quality BMP's that may be incorporated into the project in the future are as follows. The feasibility of applying any of these practices to a particular project is a complicated decision - making process that involves input from the owner and regulatory agencies. In addition, each local authority will dictate design criteria and practices that may vary widely from one jurisdiction to the next. Therefore, the use of any of BMP's in the list is In the event that sediment escapes the construction site, off -site accumulations of sediment must speculative. The fact that a BMP is listed should not be understood to mean that the BMP could be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the have been installed at this site; rather, its inclusion in the list means only that it might have been situation where sediment has washed into the street and could be carried into the storm sewers by installed at this project or that it should be considered for a similar project in the future. the next rainfall and /or pose a safety hazard to users of public streets. Furthermore, the lack of any of the following stormwater quality measures in this plan is not an Material Handling and Spill Prevention admission of errors, omissions, or negligence on the part of the engineer or owner. Typical stormwater - Quality Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National BMP's are methods to reduce stormwater pollutants stormwater Ponds. The measures Response Center (1- 800 - 424 -8802) to properly report the spill. In addition, the operator shall incorporated into this design are catch basins as required by the City of Carmel. submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future Good Housekeeping measures spills) to the local MS -4. Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction in fertilizer overspray can be incorporated by the owner and /or occupant. Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator /permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. M CO Z O W Of LdQ -ft : 0 ft : N. *-*. --'I- '00 = : : = = : : = = Z : 6 .0. I : X ft .L,% A*e- ,G , , % , %. T 0. '. ;:Px. i O a a 19358 -o *% STATE OF := 0-7 CD O \ 07 _W LL_ 1- W U • O O .,,I- Qf O O-) N � q< v) cx:) re) d- O Z Q r j too V) 48 L_ 0 r�_ U� x N 46 pr) "-' (/) � O � v7 00 LL..J -6 U-) a.i Z � Q, Z •� ^ O W o I-- I-- Q � J Z W o W V) 0 Z Cn U U) F� Ld Q Z J Q 0 Z W D Z O F Z Y � z CL a> 08 (of) � w w z 0 z =) (/) O W -J \00110 W � Q (/) Q 0 _= w a U oanwH BY: accnco BY: JDH EEF SHEET N0. C302 =&a JOB N o. 41760S7 EROSION CONTROL BLANKET STAPLE PATTERN GUIDE NOT -TO -SCALE 20' -0° MIN. WIDTH ��l�r������r� (INDOT CA. #2) r CE DETAIL NOT-TO-SCALE PARK PLACE AT THE PRAIRIES The area scheduled for construction is known as "Lakeside Park, Section Seven" (hereinafter referred to as the "Project"). PROJECT LOCATION The property is located on the South side 141st Street and East Side of West Road Latitude: 39' 58' 30" W Longitude: 86' 12' 30" N OWNER'S INFORMATION Name: Roehling Enterprises, Inc. Address: 11722 Bradford Place Representative: Raymond H. Roehling Title: President Telephone: (317) 846 -8881 Facsimile: (317) 710 -7166 OPERATOR'S INFORMATION Name: Roehling Enterprises, Inc. Address: 11722 Bradford Place Representative: Raymond H. Roehling Title: President Telephone: (317) 846 -8881 Facsimile: (317) 710 -7166 NOTICE OF INTENT All parties defined as owners or operators must submit a Notice of Intent (NOI) at least 48 hours prior to commencement of on -site construction activities. Submittal of late NOI's is not prohibited; however, authorization under the construction general permit is only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator is defined as any party meeting either of the following requirements: a) The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications. b) The party has day -to -day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other permit conditions. A2 -11 "x17 "PLAT This drawing is attached in the 0 & M Manual. A3 - PROJECT NARRATIVE This project includes the construction of 26 Lots in Lakeside Park, Section Seven, Lakeside Park, Section Seven, consists of approximately 13.465 acres. Construction will include pad grades for the buildings, associated roadways, landscaping, and drainage infrastructure. A4 - VICINITY MAP A copy of the vicinity map is shown on the Title Sheet. A5 - LEGAL DESCRIPTION OF PROJECT SITE The site is a part of the following tract of land as described on the Title Sheet. A6 - LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS The site will be subdivided as shown on the Site Plans. Please refer to sheet C200 for detail. A7 - HYDROLOGIC UNIT CODE (HUU 005120201090060 Stultz and Almond Legal Drain AS -STATE AND FEDERAL WATER QUALITY PERMITS None are required for this project. Stormwater discharge will leave the site at the Southeast side of the site. This will discharge into existing lakes and piping systems that eventually will discharge into the Stultz and Almond Legal Drain. There are no wetlands on the site. All - IDENTIFICATION OF ALL RECEIVING WATERS The Stultz and Almond Legal Drain is the main receiving water for the project area. Al2 - IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER Potential discharges into the groundwater may have occurred in the Lakes. This should be addressed with clay bottoms to prevent pollutants from entering the groundwater. A13 - 100 -YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES The site does not lie within any floodplain, floodway, or floodway fringe. The information was obtained from Flood Insurance Rate Map Panel 18057CO205F for Hamilton County, Indiana. A14 - PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE Allowable 10 -year discharge: 74.28 cfs Post - construction 100 -year discharge: 34.56 cfs. A15 - ADJACENT LAND USE Upstream watershed: Currently grassy weeds Site is zoned P.U.D. North: Residential East: Residential South: Residential West: Residential A16 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS Approximate boundaries of disturbed areas are as identified on Sheets C200. A17 - IDENTIFICATION OF EXISTING VEGETATIVE COVER As the site is mainly farmland, the existing vegetative cover consists mostly of grass weeds. A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS Soil information from the Hamilton County Soil Survey is shown on Sheet C302. Sheet C302 includes a copy of the soil map, descriptions of the soils. A19 - LOCATIONS, SIZE, AND DIMENSIONS OF PORPOSED STORMWATER SYSTEMS Locations of stormwater systems: Sheets C200 and C600. Size of storm sewers: Sheet C600. Details of storm inlets and manholes: Sheets C600 and C801. A20 -PLANS FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT There are no offsite Drainage construction activities associated with the project. A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS There is not a soil stockpile area located on this site. A22 - EXISTING SITE TOPOGRAPHY Refer to Sheets C100. A23 - PROPOSED FINAL SITE TOPOGRAPHY Refer to Sheets C200. STREET SIDE- WALK . EXISTING CURB AND GUTTER `-CURB INLET PROTECTION NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 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 Dust Control /Off -site Vehicle Tracking with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). During construction, water trucks should be used, as ne, (B) Provisions for erosion and sediment control on individual building lots regulated under the to reduce dust. After construction, the site should be original permit of a project site owner must include the following requirements: Construction traffic should enter and exit the site at o (1) The individual lot operator, whether owning the property or acting as the agent of the equivalent device. The purpose of the rock pad is to n- tracked into existing streets. If sediment escapes the c property owner, shall be responsible for erosion and sediment control requirements associated sediment must be removed at a frequency sufficient to with activities on individual lots. (2) Installation and maintenance of a stable construction site access. Sanitary./Septic (3) Installation and maintenance of appropriate perimeter erosion and sediment control Contractors and subcontractors must comply with all st< measures prior to land disturbance. or septic system regulations. Sanitary facilities shall be (4) Sediment discharge and tracking from each lot must be minimised throughout the land subcontractor throughout construction activities. The sc construction personnel and be serviced regularly. All exl disturbing activities on the lot until permanent stabilization has been achieved. facilities are the responsibility of the contractors and su (5) Clean -up of sediment must be redistributed or disposed of in a manner that is in compliance The location of any sanitary facilities should be indicates with all applicable statutes and rules. plan by the operator following on -site location of said f (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. water source (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or Water used to establish and maintain grass, to control c this rule will be achieved when the individual lot operator: must originate from a public water supply or private well (A) completes final stabilization; Or department. (B) has installed appropriate erosion and sediment control measures for an individual lot prior to Equipment Fueling and Storage Areas 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: Equipment fueling, maintenance, and cleaning should only (A) all land disturbing activities have been completed and a uniform (for example, evenly bermed area). Leaking equipment and maintenance fluid distributed, without large bare areas) perennial vegetative cover with a density of seventy percent discharge into soil where they may be washed away durir (70 %) has been established on all unpaved areas and areas not covered by permanent structures, or Equipment wash down (except for wheel washes) should equivalent permanent stabilization measures have been employed; and berm. The use of detergents is prohibited. (B) construction projects on land used for agricultural purposes are returned to its preconstruction Hazardous Material Storage 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 Chemicals, paints, solvents, fertilizers, and other toxic or their original containers (if original container is not reset stabilization requirements in clause (A), waterproof containers). Except during application, the cc bermed areas within covered storage facilities. Runoff ci INDIVIDUALLOT removed from the site, and disposed of in accordance w STORECATER POLLU71ON � PREVENTION DETAIL As may be required by federal, state, or local regulation: Materials Management Plan and /or Hazardous Materials S foreman or supervisor should be designated in writing to NOT-TO-SCALE i PRArTirF� - .. --- EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE -om- EXISTING DRAINAGE �� �� _\ . - I I \ I FINISHED DRAINAGE \ \ qqq�__�� �5��;��5 TREE CONSERVATION t���,, -Y & SF SILT FENCING ' GRAVEL ENTRANCE/ : EXIT PAD CURB INLET PROTECTION DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING DROP INLET REAR YARD PROTECTION DRAINAGE SWALE BASKET >000 ooh 000< SUBSOIL PS STOCKPILE SF SF AREA TO BE TOP ° ° SOILED, SEEDED, 0 Fe PS TOPSOIL AND MULCHED Fel STOCKPILE BY OWNER AT COMPLETION OF CONSTRUCTION. PALIMAR IS TO BE HOUSE -.66- GARAGE '0- USED IF GRASS GROWTH IS NOT \ POSSIBLE. G�- ••. * . CONSTRUCTION - .. o PS :, . � ?* .: � � __.��_ ENTRANCE EXIT __�� 0 ­*: SIDE YARD ,...: DRAINAGE SWALE ­ . workers on proper hazardous materials storage and hand hazardous material storage areas should be indicated on 1_ l 1 81 - DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACT�VLrl��. The following potential pollutant sources may be associated with construction activities on site.: 1. Material storage areas (more specifically described below) 2. Construction waste material 3. Fuel storage areas and fueling stations 4. Exposed soils 5. Leaking vehicles and equipment 6. Sanitary waste from temporary toilet facilities 7. Litter 8. Windblown dust 9. Soil tracking off site from construction equipment The following construction materials will be staged or stored on site at various points during development of the site. 1. Structural fill 2. Road base 3. Concrete drainage pipe 4. Concrete culverts 5. Precast concrete manholes B2 - SEQUENC_'E DESCIRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND- DISTURBING ACTIVITIES 1. Contractor shall schedule apre- construction meeting with the City of Carmel Engineering Dept. District prior to any construction on the site being started. 2. Post Rule 5 information at the job entrance. Contractor shall designate a person on -site inspections and for providing for this SWPP to be on -site 3. Clear areas for construction entrance, swales, sediment traps and silt fence 4. Install construction entrances and perimeter controls Construct temporary diversion berms and swales and sediment traps. (if needed) 5. Continue site clearing 6. Being mass earthwork operations 7. Install staging areas, material storage areas, and fueling stations 8. Continue site excavating, backfilling, and grading activities 9. Establish building pads 10. Temporary seed disturbed areas if to be undisturbed for more than 15 days 11. Permanent seed any disturbed areas that are at final grade and will remain undisturbed 12. Begin trenching for storm sewers, sanitary sewers, water lines, and other utilities 13. Install inlet protection measures 14. Stone roadways 15. Complete concrete /asphalt paving 16. Final grade and seed /mulch 63 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS Construction entrances will be in place prior to this phase of construction. Entrances are shown for reference on Sheets C300 -C302. 84 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt fencing will be utilized to minimize runoff from construction areas as identified on Sheets C300 -C302. Refer to Sheet C302 for details. 65 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS Concentrated flow in diversion swales will be protected by rock check dams. None are needed on this site. The contractor has the option to use one of several storm sewer inlet protection methods, depending on the inlet location and the stage of construction. Refer to Sheet C300 -C301 for locations and refer to Sheet C302 for details. Manufactured products such as the Dandy Bag or Catch -All products may also be used at the contractor's discretion. Manufactured products shall be installed in accordance with the manufacturer's specifications. Straw bales or filter fabric on under, or around inlet grates will not be allowed as inlet protection measures. Coconut fiber logs are recommended. 67 - RUNOFF CONTROL MEASURES Silt fence will be installled along portions of this project to prevent run off. see sheets C300 -C302 for location. B8 - STORMWATER OUTLET PROTECTION SPECIFICATIONS Riprap revetment will be used at each of the stormwater outlets where not connecting into existing manholes. See sheets C300 -C302 for additional information. B9 -GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS Erosion control blankets will be utilized as grade - stabilization structures. Refer to Sheets C300 -C302 for additional information. B10 - LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER 4UALITY MEASURE Existing detention pond shall be used to extend detention times to achieve stormwater quality. All other stormwater quality measures can be found on Sheets C300 -C302. B11 - TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON Refer to Sheet C302, within the Seasonal Soil Protection Chart. B12 - PERMANENT SURFACE STABILIZATION SPECIFICATIONS Refer to Sheet C302, within the Seasonal Soil Protection Chart. B13 - MATERIAL HANDLING AND SPILL PREVENTION PLAN Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, including disposable materials incidental to the construction activity, must be collected in containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to a landfill permitted by the State and /or appropriate local municipality to accept the waste for disposal. Dumpsters and port -o -lets are not to be placed in the street. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the facility. A18. Fr Br SOILS MAP - - CROSBY SILT LOAM 0 to 3% SLOPE BROOKSTON SILT LOAM, OVERWASH :ded, by each contractor or subcontractor stabilized to reduce dust. Construction Entrance with a rock pad or inimize the amount of soil and mud that is construction site, off -site accumulations of minimize offsite impacts. ite and local sanitary sewer, portable toilet, provided at the site by each contractor or nitary facilities should be utilized by all senses associated with providing sanitary bcontractors. on the stormwater pollution prevention X ilities. lust, and for other construction purposes approved by the State or local health be completed in protected areas (i.e., s will be collected and not allowed to Ig a rain event. _\ take place within an area surrounded by a hazardous materials should be stored in Ilable, store the products in clearly labeled, )ntainers should be kept in trucks or in ) ntaining such materials shall be collected, 1 (3) 12" MULCH FILLED I -I*- EROSION CONTROL LOGS oiw gollin �� I 11 IF 4190 - t I W, - il 40 00*0441 ith the federal, state, and local regulations. 10' DIA. EROSION CONTROL NOTES EROSION CONTROL MEASURE INSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS. STARTS TO DECOMPOSE. OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCO OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) PRIOR TO STRIPPING TOPSOIL. INSTALL ANY SITE-SPECIFIC OOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS 'SURFACE SOIL- (I.E.. A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -8). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 Mo., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 509: FULL WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS.), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, °. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -B SHOWS ONLY WHEAT/RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER. AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FlWNG ANY GUWES, RE- FERTILIZING. OVER - OR RE- SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT OEFlCIENCY PROBLEMS. (CONTACT YOUR SWCO OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND. DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA. AND RE -LAY AND STAPLE THE BLANKET. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. STRAW BALES AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT. AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. INLET PROTECTION AFTER EAgi INLET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC. AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF STRAW BALES ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF INLET PROTECTION ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS N/A ARE STABILIZED >, the Contractor should have a Hazardous pill Prevention Program in place. A oversee, enforce, and instruct construction COCONUT FIBER EROSION ling procedures. The location of any CONTROL Locs the stormwater ollut' 41 ' I LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE 6' MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SEC11ON °Z ° - °Z" NOT -TO -SCALE p Ion preven on pan uy r.ne operator Tollowing on -site location of the storage areas. Spill Response Directions In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. 1. At a position downslope of the lot and upslope of the inlet, attach log around upslope of curb In the event of spills that have potential groundwater or surface water contamination, please and away from inlet. contact the construction supervisor, developer, County Surveyor's Office, Local Fire Department, IDEM, /� Runoff %.0% and the City of Carmel Utility Department. � 2. Set up � p barriers to keep vehicles /_ 2. See 0 & M Manual for all Emergency Number. from hitting logs, causing possible injury. - _1__*­ 3. Inspect and repair as needed, and remove any I-------- accumulated sediments at least once per week MEASURE and after every storm. Inspection Schedule /Reporting CURB INLET PROTEC11ON DETAIL All impacted areas, NOT -TO -SCALE as well as all erosion and sediment control devices, will be inspected every P IFI AT N AN seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until a NOT is C4 - LOCATION. DIMENSIONS, SEC C 10 S D CONSTRUCTION DETAILS OF EACH STORMWATER issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering B15 - EROSION AND SEDIMENT CONTROL SPECIFICATIONS QUALITY MEASURE FOR iIvJIVIDUAL BUILDING LOTS Department One, Civic Square, attention Storm Water Administrator. See sheet C302 for details. The following are stormwater 9 quality measures that will remain in place after constrtuction is Inspections shall be conducted and a written report prepared, b Y a designated and qualified person completed and are considered to serve as post- construction stormwater quality BMP's. familiar with the USEPA NPDES Storm Water General Permit, and the Project. C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES A�SnC�r1TED WITH THE PROPOSED LAND USE The proposed land use will consist of single family residentiai houses. The pollutants and sources Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of each pollutant normally expected from these types of land uses are listed below: of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance Pollutant Source: Passenger vehicles, delivery vehicles, and trucks noted during the inspection. The inspection report should state whether the site was in compliance Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and Landscaping or Identify any incidents of noncompliance. The contractor shall keep a copy of the inspection lubricants, grease, antifreeze, windshield cleaner solution, brako fluid, broke dust, rubber, glass, reports on site and permanently for a period of two years following construction. The on -site metal and plastic fragments, grit, road de -icing materials g reports may be requested by inspections conducted by the local MS -4. A landscape plan that includes extensive plantings and greenspace will be forthcoming in the next Pollutant Source: Residence phase of the project. Construction Entrance Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof C F MAINTENANCE M AA drainage, aggregate or rubber fragments from roofing system MEASURESDESCRIPTION 0 GUIDELINES FOR POST - CONSTRUCTION STOR W TER QU LITY Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Pollutant Source: Trash dumpster Each contractor and subcontractor shall be responsible for maintainin the Construction Entrant T e of Pollutant: Maintenance requirements for the - constr 9 e yp Cleaning solutions or solvents, litter (paper, plastic, general refuse associated stormwater quality measures are described and other controls. with distributions operations), uneaten food products, bacteria below; post construction Material Storage Inspections Pollutant Source: Roadway Inspectors of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing p ectors must evaluate areas used for storage of materials that are exposed to precipitation. surface, bituminous compounds from periodic maintenance (sealing, resurfacin and atchin The purpose is to ensure that materials are protected and/or impounded so that g P g)' pollutants cannot pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, discharge from storage areas. Off -site material storage areas used solely by the subject project wind -blown litter from off -site sources, and elevated water temperatures from contact with are considered to be part of the project and must be included in the erosion control plans and the impervious surfaces Landscaping site inspection reports. Soil Stabilization Inspections Pollutant Source: Lawn and landscape areas Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides Subsequent tree fertilizations shall not be surface applied. Tree spikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the a uivalent of Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The The antici ated ollution sources are the q site has achieved final stabilization once all areas are covered with pavement of have a P P e vehicles that will use these future facilities, including both 1 of rainfall once per week if ode uate rainfall stand of q was not received. After two years, water as truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other necessary in dry season. vegetation with at least 70% of the background vegetation density. The density of 70% or greater pollutants associated with vehicular traffic. must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Lawn shall be mowed at a height C2 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION fertilized more that twice per of not less than 3 " to increase root mass. Lawn shall not be stormwater quality well be handled with two different measures. The first measure will be the year and shall be immediately watered into the soil after application. Erosion and Sediment Control Inspections swales, catch basin storm sewer inlets draining to the proposed pond. The final stormwater quality measure will be the installation of trees, shrubs and grasses with the landscaping phase of the S: \Legal \PlatinumSWPPP.doc All controls should be inspected at least once every seven (7) calendar days and following any inch or greater. The following is a list of inspection /maintenance practices that project. These landscaping items will help to reduce sediment runoff from the site. storm event of 0.5 will be used for specific controls: - C3 DESCRIPTION OF PROPOSED POST- CONSTRUCTION STORM WA R QUALITY MEASURES 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. Grading and Drainage 2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall event. All paved areas are collected by a storm sewer system to prevent the possibility of erosion in 3. Mulching: Inspected for thin or bare e s ots proposed p caused by natural decomposition or weather - related P o P s w ales. Additionally, paved areas are graded between 0.50 - percent to 2.5- percent slope events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform to reduce velocity. The roof drains from future buildings will be directed by underground piping to protection. storm sewers. This will eliminate concentrated flow from downspouts that could erode lawn areas 4. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its adjacent to the building. Topsoil will be placed in lawn areas and then seeded with grass and original dimensions at such point that the capacity of the impoundment has been reduced to graded at the flattest slope possible to minimize overland flow velocity. In no cases will lawn areas one -half of its original storage capacity. The removed sediment shall be stockpiled or redistributed exceed 3:1 slope. in areas that are protected from erosion. 5. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not Landscaping diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been A extensive landscape plan has been put together in the greenspace on -site. Additionally, the Y reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or grassy areas will provide additional areas for stormwater to infiltrate. The use of proposed trees redistributed in areas that are protected from erosion, will also provide additional cover on site. 6. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. Design Considerations Relative to stormwater Quality 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing This project does contain Ions for installation of 9 plans stormwater quality Best 9. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to Management Practices (BMP) as indicated above. stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. A description of some additional stormwater quality BMP's that may be incorporated into the project in the future are as follows. The feasibility of applying any of these practices to a particular project is a complicated decision - making process that involves input from the owner and regulatory agencies. In addition, each local authority will dictate design criteria and practices that may vary widely from one jurisdiction to the next. Therefore, the use of any of BMP's in the list is In the event that sediment escapes the construction site, off -site accumulations of sediment must speculative. The fact that a BMP is listed should not be understood to mean that the BMP could be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the have been installed at this site; rather, its inclusion in the list means only that it might have been situation where sediment has washed into the street and could be carried into the storm sewers by installed at this project or that it should be considered for a similar project in the future. the next rainfall and /or pose a safety hazard to users of public streets. Furthermore, the lack of any of the following stormwater quality measures in this plan is not an Material Handling and Spill Prevention admission of errors, omissions, or negligence on the part of the engineer or owner. Typical stormwater - Quality Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National BMP's are methods to reduce stormwater pollutants stormwater Ponds. The measures Response Center (1- 800 - 424 -8802) to properly report the spill. In addition, the operator shall incorporated into this design are catch basins as required by the City of Carmel. submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future Good Housekeeping measures spills) to the local MS -4. Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction in fertilizer overspray can be incorporated by the owner and /or occupant. Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator /permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. M CO Z O W Of LdQ -ft : 0 ft : N. *-*. --'I- '00 = : : = = : : = = Z : 6 .0. I : X ft .L,% A*e- ,G , , % , %. T 0. '. ;:Px. i O a a 19358 -o *% STATE OF := 0-7 CD O \ 07 _W LL_ 1- W U • O O .,,I- Qf O O-) N � q< v) cx:) re) d- O Z Q r j too V) 48 L_ 0 r�_ U� x N 46 pr) "-' (/) � O � v7 00 LL..J -6 U-) a.i Z � Q, Z •� ^ O W o I-- I-- Q � J Z W o W V) 0 Z Cn U U) F� Ld Q Z J Q 0 Z W D Z O F Z Y � z CL a> 08 (of) � w w z 0 z =) (/) O W -J \00110 W � Q (/) Q 0 _= w a U oanwH BY: accnco BY: JDH EEF SHEET N0. C302 =&a JOB N o. 41760S7 the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed in the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills is high. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on -site location of the facility. A18. Fr Br SOILS MAP - - CROSBY SILT LOAM 0 to 3% SLOPE BROOKSTON SILT LOAM, OVERWASH :ded, by each contractor or subcontractor stabilized to reduce dust. Construction Entrance with a rock pad or inimize the amount of soil and mud that is construction site, off -site accumulations of minimize offsite impacts. ite and local sanitary sewer, portable toilet, provided at the site by each contractor or nitary facilities should be utilized by all senses associated with providing sanitary bcontractors. on the stormwater pollution prevention X ilities. lust, and for other construction purposes approved by the State or local health be completed in protected areas (i.e., s will be collected and not allowed to Ig a rain event. _\ take place within an area surrounded by a hazardous materials should be stored in Ilable, store the products in clearly labeled, )ntainers should be kept in trucks or in ) ntaining such materials shall be collected, 1 (3) 12" MULCH FILLED I -I*- EROSION CONTROL LOGS oiw gollin �� I 11 IF 4190 - t I W, - il 40 00*0441 ith the federal, state, and local regulations. 10' DIA. EROSION CONTROL NOTES EROSION CONTROL MEASURE INSTALLATION SEQUENCE MAINTENANCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL TOPDRESS WITH CLEAN STONE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SILT FENCE PRIOR TO CLEANING AND GRADING INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS. STARTS TO DECOMPOSE. OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TOPSOIL STOCKPILE PRIOR TO CLEANING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOUR LOCAL SWCO OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) PRIOR TO STRIPPING TOPSOIL. INSTALL ANY SITE-SPECIFIC OOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS 'SURFACE SOIL- (I.E.. A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -8). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 Mo., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 509: FULL WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS. ROCK DAM AFTER ROUGH GRADING INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AND REPAIR IMMEDIATELY IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS.), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, °. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE TEMPORARY SEEDING AFTER ROUGH GRADING INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE- SEED IF NECESSARY. CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -B SHOWS ONLY WHEAT/RYE FALL SEEDED.) PERMANENT SEEDING AFTER FINISH GRADING INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED. (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDLINGS; UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER. AT LEAST AT THE PLANT BASE.) PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FlWNG ANY GUWES, RE- FERTILIZING. OVER - OR RE- SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT OEFlCIENCY PROBLEMS. (CONTACT YOUR SWCO OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND. DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. EROSION CONTROL MATTING AFTER FINISH GRADING DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA. AND RE -LAY AND STAPLE THE BLANKET. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. STRAW BALES AFTER FINISH GRADING INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT. AND MAKE NEEDED REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING CARE TO NOT DAMAGE OR UNDERCUT THE BALES. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BALES, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. INLET PROTECTION AFTER EAgi INLET IN PLACED INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC. AND REPAIR IF NEEDED. INSPECT AFTER EACH STORM EVENT. REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF STRAW BALES ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS N/A REMOVAL OF INLET PROTECTION ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS N/A ARE STABILIZED >, the Contractor should have a Hazardous pill Prevention Program in place. A oversee, enforce, and instruct construction COCONUT FIBER EROSION ling procedures. The location of any CONTROL Locs the stormwater ollut' 41 ' I LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE 6' MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SEC11ON °Z ° - °Z" NOT -TO -SCALE p Ion preven on pan uy r.ne operator Tollowing on -site location of the storage areas. Spill Response Directions In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. 1. At a position downslope of the lot and upslope of the inlet, attach log around upslope of curb In the event of spills that have potential groundwater or surface water contamination, please and away from inlet. contact the construction supervisor, developer, County Surveyor's Office, Local Fire Department, IDEM, /� Runoff %.0% and the City of Carmel Utility Department. � 2. Set up � p barriers to keep vehicles /_ 2. See 0 & M Manual for all Emergency Number. from hitting logs, causing possible injury. - _1__*­ 3. Inspect and repair as needed, and remove any I-------- accumulated sediments at least once per week MEASURE and after every storm. Inspection Schedule /Reporting CURB INLET PROTEC11ON DETAIL All impacted areas, NOT -TO -SCALE as well as all erosion and sediment control devices, will be inspected every P IFI AT N AN seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until a NOT is C4 - LOCATION. DIMENSIONS, SEC C 10 S D CONSTRUCTION DETAILS OF EACH STORMWATER issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering B15 - EROSION AND SEDIMENT CONTROL SPECIFICATIONS QUALITY MEASURE FOR iIvJIVIDUAL BUILDING LOTS Department One, Civic Square, attention Storm Water Administrator. See sheet C302 for details. The following are stormwater 9 quality measures that will remain in place after constrtuction is Inspections shall be conducted and a written report prepared, b Y a designated and qualified person completed and are considered to serve as post- construction stormwater quality BMP's. familiar with the USEPA NPDES Storm Water General Permit, and the Project. C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES A�SnC�r1TED WITH THE PROPOSED LAND USE The proposed land use will consist of single family residentiai houses. The pollutants and sources Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of each pollutant normally expected from these types of land uses are listed below: of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance Pollutant Source: Passenger vehicles, delivery vehicles, and trucks noted during the inspection. The inspection report should state whether the site was in compliance Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and Landscaping or Identify any incidents of noncompliance. The contractor shall keep a copy of the inspection lubricants, grease, antifreeze, windshield cleaner solution, brako fluid, broke dust, rubber, glass, reports on site and permanently for a period of two years following construction. The on -site metal and plastic fragments, grit, road de -icing materials g reports may be requested by inspections conducted by the local MS -4. A landscape plan that includes extensive plantings and greenspace will be forthcoming in the next Pollutant Source: Residence phase of the project. Construction Entrance Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof C F MAINTENANCE M AA drainage, aggregate or rubber fragments from roofing system MEASURESDESCRIPTION 0 GUIDELINES FOR POST - CONSTRUCTION STOR W TER QU LITY Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Pollutant Source: Trash dumpster Each contractor and subcontractor shall be responsible for maintainin the Construction Entrant T e of Pollutant: Maintenance requirements for the - constr 9 e yp Cleaning solutions or solvents, litter (paper, plastic, general refuse associated stormwater quality measures are described and other controls. with distributions operations), uneaten food products, bacteria below; post construction Material Storage Inspections Pollutant Source: Roadway Inspectors of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing p ectors must evaluate areas used for storage of materials that are exposed to precipitation. surface, bituminous compounds from periodic maintenance (sealing, resurfacin and atchin The purpose is to ensure that materials are protected and/or impounded so that g P g)' pollutants cannot pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, discharge from storage areas. Off -site material storage areas used solely by the subject project wind -blown litter from off -site sources, and elevated water temperatures from contact with are considered to be part of the project and must be included in the erosion control plans and the impervious surfaces Landscaping site inspection reports. Soil Stabilization Inspections Pollutant Source: Lawn and landscape areas Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides Subsequent tree fertilizations shall not be surface applied. Tree spikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the a uivalent of Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The The antici ated ollution sources are the q site has achieved final stabilization once all areas are covered with pavement of have a P P e vehicles that will use these future facilities, including both 1 of rainfall once per week if ode uate rainfall stand of q was not received. After two years, water as truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other necessary in dry season. vegetation with at least 70% of the background vegetation density. The density of 70% or greater pollutants associated with vehicular traffic. must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Lawn shall be mowed at a height C2 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION fertilized more that twice per of not less than 3 " to increase root mass. Lawn shall not be stormwater quality well be handled with two different measures. The first measure will be the year and shall be immediately watered into the soil after application. Erosion and Sediment Control Inspections swales, catch basin storm sewer inlets draining to the proposed pond. The final stormwater quality measure will be the installation of trees, shrubs and grasses with the landscaping phase of the S: \Legal \PlatinumSWPPP.doc All controls should be inspected at least once every seven (7) calendar days and following any inch or greater. The following is a list of inspection /maintenance practices that project. These landscaping items will help to reduce sediment runoff from the site. storm event of 0.5 will be used for specific controls: - C3 DESCRIPTION OF PROPOSED POST- CONSTRUCTION STORM WA R QUALITY MEASURES 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. Grading and Drainage 2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall event. All paved areas are collected by a storm sewer system to prevent the possibility of erosion in 3. Mulching: Inspected for thin or bare e s ots proposed p caused by natural decomposition or weather - related P o P s w ales. Additionally, paved areas are graded between 0.50 - percent to 2.5- percent slope events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform to reduce velocity. The roof drains from future buildings will be directed by underground piping to protection. storm sewers. This will eliminate concentrated flow from downspouts that could erode lawn areas 4. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its adjacent to the building. Topsoil will be placed in lawn areas and then seeded with grass and original dimensions at such point that the capacity of the impoundment has been reduced to graded at the flattest slope possible to minimize overland flow velocity. In no cases will lawn areas one -half of its original storage capacity. The removed sediment shall be stockpiled or redistributed exceed 3:1 slope. in areas that are protected from erosion. 5. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not Landscaping diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been A extensive landscape plan has been put together in the greenspace on -site. Additionally, the Y reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or grassy areas will provide additional areas for stormwater to infiltrate. The use of proposed trees redistributed in areas that are protected from erosion, will also provide additional cover on site. 6. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. Design Considerations Relative to stormwater Quality 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing This project does contain Ions for installation of 9 plans stormwater quality Best 9. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to Management Practices (BMP) as indicated above. stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. A description of some additional stormwater quality BMP's that may be incorporated into the project in the future are as follows. The feasibility of applying any of these practices to a particular project is a complicated decision - making process that involves input from the owner and regulatory agencies. In addition, each local authority will dictate design criteria and practices that may vary widely from one jurisdiction to the next. Therefore, the use of any of BMP's in the list is In the event that sediment escapes the construction site, off -site accumulations of sediment must speculative. The fact that a BMP is listed should not be understood to mean that the BMP could be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the have been installed at this site; rather, its inclusion in the list means only that it might have been situation where sediment has washed into the street and could be carried into the storm sewers by installed at this project or that it should be considered for a similar project in the future. the next rainfall and /or pose a safety hazard to users of public streets. Furthermore, the lack of any of the following stormwater quality measures in this plan is not an Material Handling and Spill Prevention admission of errors, omissions, or negligence on the part of the engineer or owner. Typical stormwater - Quality Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National BMP's are methods to reduce stormwater pollutants stormwater Ponds. The measures Response Center (1- 800 - 424 -8802) to properly report the spill. In addition, the operator shall incorporated into this design are catch basins as required by the City of Carmel. submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future Good Housekeeping measures spills) to the local MS -4. Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction in fertilizer overspray can be incorporated by the owner and /or occupant. Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator /permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. M CO Z O W Of LdQ -ft : 0 ft : N. *-*. --'I- '00 = : : = = : : = = Z : 6 .0. I : X ft .L,% A*e- ,G , , % , %. T 0. '. ;:Px. i O a a 19358 -o *% STATE OF := 0-7 CD O \ 07 _W LL_ 1- W U • O O .,,I- Qf O O-) N � q< v) cx:) re) d- O Z Q r j too V) 48 L_ 0 r�_ U� x N 46 pr) "-' (/) � O � v7 00 LL..J -6 U-) a.i Z � Q, Z •� ^ O W o I-- I-- Q � J Z W o W V) 0 Z Cn U U) F� Ld Q Z J Q 0 Z W D Z O F Z Y � z CL a> 08 (of) � w w z 0 z =) (/) O W -J \00110 W � Q (/) Q 0 _= w a U oanwH BY: accnco BY: JDH EEF SHEET N0. C302 =&a JOB N o. 41760S7 >, the Contractor should have a Hazardous pill Prevention Program in place. A oversee, enforce, and instruct construction COCONUT FIBER EROSION ling procedures. The location of any CONTROL Locs the stormwater ollut' 41 ' I LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE 6' MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SEC11ON °Z ° - °Z" NOT -TO -SCALE p Ion preven on pan uy r.ne operator Tollowing on -site location of the storage areas. Spill Response Directions In the event of small spills, please contact the construction supervisor. In the event of spills that require removal of soils or other materials, please contact the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. 1. At a position downslope of the lot and upslope of the inlet, attach log around upslope of curb In the event of spills that have potential groundwater or surface water contamination, please and away from inlet. contact the construction supervisor, developer, County Surveyor's Office, Local Fire Department, IDEM, /� Runoff %.0% and the City of Carmel Utility Department. � 2. Set up � p barriers to keep vehicles /_ 2. See 0 & M Manual for all Emergency Number. from hitting logs, causing possible injury. - _1__*­ 3. Inspect and repair as needed, and remove any I-------- accumulated sediments at least once per week MEASURE and after every storm. Inspection Schedule /Reporting CURB INLET PROTEC11ON DETAIL All impacted areas, NOT -TO -SCALE as well as all erosion and sediment control devices, will be inspected every P IFI AT N AN seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until a NOT is C4 - LOCATION. DIMENSIONS, SEC C 10 S D CONSTRUCTION DETAILS OF EACH STORMWATER issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering B15 - EROSION AND SEDIMENT CONTROL SPECIFICATIONS QUALITY MEASURE FOR iIvJIVIDUAL BUILDING LOTS Department One, Civic Square, attention Storm Water Administrator. See sheet C302 for details. The following are stormwater 9 quality measures that will remain in place after constrtuction is Inspections shall be conducted and a written report prepared, b Y a designated and qualified person completed and are considered to serve as post- construction stormwater quality BMP's. familiar with the USEPA NPDES Storm Water General Permit, and the Project. C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES A�SnC�r1TED WITH THE PROPOSED LAND USE The proposed land use will consist of single family residentiai houses. The pollutants and sources Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of each pollutant normally expected from these types of land uses are listed below: of personnel making the inspection, the date of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance Pollutant Source: Passenger vehicles, delivery vehicles, and trucks noted during the inspection. The inspection report should state whether the site was in compliance Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and Landscaping or Identify any incidents of noncompliance. The contractor shall keep a copy of the inspection lubricants, grease, antifreeze, windshield cleaner solution, brako fluid, broke dust, rubber, glass, reports on site and permanently for a period of two years following construction. The on -site metal and plastic fragments, grit, road de -icing materials g reports may be requested by inspections conducted by the local MS -4. A landscape plan that includes extensive plantings and greenspace will be forthcoming in the next Pollutant Source: Residence phase of the project. Construction Entrance Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof C F MAINTENANCE M AA drainage, aggregate or rubber fragments from roofing system MEASURESDESCRIPTION 0 GUIDELINES FOR POST - CONSTRUCTION STOR W TER QU LITY Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Pollutant Source: Trash dumpster Each contractor and subcontractor shall be responsible for maintainin the Construction Entrant T e of Pollutant: Maintenance requirements for the - constr 9 e yp Cleaning solutions or solvents, litter (paper, plastic, general refuse associated stormwater quality measures are described and other controls. with distributions operations), uneaten food products, bacteria below; post construction Material Storage Inspections Pollutant Source: Roadway Inspectors of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing p ectors must evaluate areas used for storage of materials that are exposed to precipitation. surface, bituminous compounds from periodic maintenance (sealing, resurfacin and atchin The purpose is to ensure that materials are protected and/or impounded so that g P g)' pollutants cannot pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, discharge from storage areas. Off -site material storage areas used solely by the subject project wind -blown litter from off -site sources, and elevated water temperatures from contact with are considered to be part of the project and must be included in the erosion control plans and the impervious surfaces Landscaping site inspection reports. Soil Stabilization Inspections Pollutant Source: Lawn and landscape areas Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides Subsequent tree fertilizations shall not be surface applied. Tree spikes or similar measure shall be used. For the first two years after installation, the landscaping shall be watered the a uivalent of Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The The antici ated ollution sources are the q site has achieved final stabilization once all areas are covered with pavement of have a P P e vehicles that will use these future facilities, including both 1 of rainfall once per week if ode uate rainfall stand of q was not received. After two years, water as truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other necessary in dry season. vegetation with at least 70% of the background vegetation density. The density of 70% or greater pollutants associated with vehicular traffic. must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Lawn shall be mowed at a height C2 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION fertilized more that twice per of not less than 3 " to increase root mass. Lawn shall not be stormwater quality well be handled with two different measures. The first measure will be the year and shall be immediately watered into the soil after application. Erosion and Sediment Control Inspections swales, catch basin storm sewer inlets draining to the proposed pond. The final stormwater quality measure will be the installation of trees, shrubs and grasses with the landscaping phase of the S: \Legal \PlatinumSWPPP.doc All controls should be inspected at least once every seven (7) calendar days and following any inch or greater. The following is a list of inspection /maintenance practices that project. These landscaping items will help to reduce sediment runoff from the site. storm event of 0.5 will be used for specific controls: - C3 DESCRIPTION OF PROPOSED POST- CONSTRUCTION STORM WA R QUALITY MEASURES 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. Grading and Drainage 2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall event. All paved areas are collected by a storm sewer system to prevent the possibility of erosion in 3. Mulching: Inspected for thin or bare e s ots proposed p caused by natural decomposition or weather - related P o P s w ales. Additionally, paved areas are graded between 0.50 - percent to 2.5- percent slope events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform to reduce velocity. The roof drains from future buildings will be directed by underground piping to protection. storm sewers. This will eliminate concentrated flow from downspouts that could erode lawn areas 4. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded to its adjacent to the building. Topsoil will be placed in lawn areas and then seeded with grass and original dimensions at such point that the capacity of the impoundment has been reduced to graded at the flattest slope possible to minimize overland flow velocity. In no cases will lawn areas one -half of its original storage capacity. The removed sediment shall be stockpiled or redistributed exceed 3:1 slope. in areas that are protected from erosion. 5. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not Landscaping diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be regarded to its original dimensions at such point that the capacity of the impoundment has been A extensive landscape plan has been put together in the greenspace on -site. Additionally, the Y reduced to 20% of its original storage capacity. The removed sediment shall be stockpiled or grassy areas will provide additional areas for stormwater to infiltrate. The use of proposed trees redistributed in areas that are protected from erosion, will also provide additional cover on site. 6. Silt Fence: Removal of built -up sediment will occur when the sediment reaches one -third the height of the fence. 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. Design Considerations Relative to stormwater Quality 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing This project does contain Ions for installation of 9 plans stormwater quality Best 9. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to Management Practices (BMP) as indicated above. stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. A description of some additional stormwater quality BMP's that may be incorporated into the project in the future are as follows. The feasibility of applying any of these practices to a particular project is a complicated decision - making process that involves input from the owner and regulatory agencies. In addition, each local authority will dictate design criteria and practices that may vary widely from one jurisdiction to the next. Therefore, the use of any of BMP's in the list is In the event that sediment escapes the construction site, off -site accumulations of sediment must speculative. The fact that a BMP is listed should not be understood to mean that the BMP could be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the have been installed at this site; rather, its inclusion in the list means only that it might have been situation where sediment has washed into the street and could be carried into the storm sewers by installed at this project or that it should be considered for a similar project in the future. the next rainfall and /or pose a safety hazard to users of public streets. Furthermore, the lack of any of the following stormwater quality measures in this plan is not an Material Handling and Spill Prevention admission of errors, omissions, or negligence on the part of the engineer or owner. Typical stormwater - Quality Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National BMP's are methods to reduce stormwater pollutants stormwater Ponds. The measures Response Center (1- 800 - 424 -8802) to properly report the spill. In addition, the operator shall incorporated into this design are catch basins as required by the City of Carmel. submit a written description of the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future Good Housekeeping measures spills) to the local MS -4. Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction in fertilizer overspray can be incorporated by the owner and /or occupant. Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittees must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator /permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. M CO Z O W Of LdQ -ft : 0 ft : N. *-*. --'I- '00 = : : = = : : = = Z : 6 .0. I : X ft .L,% A*e- ,G , , % , %. T 0. '. ;:Px. i O a a 19358 -o *% STATE OF := 0-7 CD O \ 07 _W LL_ 1- W U • O O .,,I- Qf O O-) N � q< v) cx:) re) d- O Z Q r j too V) 48 L_ 0 r�_ U� x N 46 pr) "-' (/) � O � v7 00 LL..J -6 U-) a.i Z � Q, Z •� ^ O W o I-- I-- Q � J Z W o W V) 0 Z Cn U U) F� Ld Q Z J Q 0 Z W D Z O F Z Y � z CL a> 08 (of) � w w z 0 z =) (/) O W -J \00110 W � Q (/) Q 0 _= w a U oanwH BY: accnco BY: JDH EEF SHEET N0. C302 =&a JOB N o. 41760S7 CO Z O W Of LdQ -ft : 0 ft : N. *-*. --'I- '00 = : : = = : : = = Z : 6 .0. I : X ft .L,% A*e- ,G , , % , %. T 0. '. ;:Px. i O a a 19358 -o *% STATE OF := 0-7 CD O \ 07 _W LL_ 1- W U • O O .,,I- Qf O O-) N � q< v) cx:) re) d- O Z Q r j too V) 48 L_ 0 r�_ U� x N 46 pr) "-' (/) � O � v7 00 LL..J -6 U-) a.i Z � Q, Z •� ^ O W o I-- I-- Q � J Z W o W V) 0 Z Cn U U) F� Ld Q Z J Q 0 Z W D Z O F Z Y � z CL a> 08 (of) � w w z 0 z =) (/) O W -J \00110 W � Q (/) Q 0 _= w a U oanwH BY: accnco BY: JDH EEF SHEET N0. C302 =&a JOB N o. 41760S7 o. 41760S7 7! 00 to C) C) C4 0 00 0 9 cn of 2 0. cd ro O rn C) to N m LOW POINT ELEV = 914.68 LOW POINT STA = 2+79.39 PVI STA = 2+79.42 PVI ELEV = 914.62 A.D. = 1.20 K = 33.22 40.00' VC I- -I HIGH POINT ELEV = 917.53 HIGH POINT STA = 5+89.63 PVI STA = 5+82.81 PVI ELEV = 917.61 A.D. -1.82 K 21.93 40.00' VC 00 r- 00 C) LOW POINT ELEV = 916.39 HIGH POINT ELEV = 916.84 LOW POINT STA = 7+96.07 HIGH POINT STA = 8+91.09 PVI STA = 7+96.07 PVI STA = 8+91.07 PVI ELEV = 916.33 PVI ELEV = 916.90 A.D. = 1.20 A.D. -1.20 K = 33.33 K = 33.35 40.00' VC- 40.00' VC- 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 AM3LEWIND PI ACE 920 =11i ATUM ELEV 900.00 O O 0 V) z 0 Li cn z SCALE: 1"=50' HOR. 1 " =5' VERT. 2.0 (D 0 ML:t tz: LLJ 6i Z o 0 are z + d + C� clo� CD CD u')0 V) C'4 Lij c� Ad c� I 00 CD 4- < U in CD LLJ F- 0 C) y LLJ LL, < cn Ld 00 C14 48 . o8 Lv �-0-60[% u') 0) CD CD oo 0) Ld :z 0 < ao.: r- 6 - (6 + 0 c: + 0 0.50% 0. 6 M, 0. P) 0, Lc) th 3:: :!5=- ------- 5 ('4 ,;1- LLI 0 C,() + 0) 00 0) rn R. C. D. O < V. = 911,43± 0 00 > > m > Ln Ld LLJ 0i (0 00 12" R.C.P. (0 00 + 0) + - 0') 00 + 0 + m w un 006 0 C) > 0 > + > > > > + N C4 uj Of 0 V) cn > M > LLJ cb m 20 W LLJ I 0 V) 6 i Ld Lz Lu z >- Lu z m LLJ z < C) af < < -0 .4- Lc) Lj C-4 vi > > M m V; 0 > W > Lj Q LLI ff) Lj 0 z Ld 0. E 07" LL 0 z 0 < W 0 (0 < w z z b 0 z 0) < 0 F- uj Ln co u') 0) mmm-mm-mml (0 r- -0.60% ro co 1"To 00 1100 '(0 PO f,, 0 � � 0 co (6 ui t u� Lci -0-607, 7717 L (y) LLJ (0 cv) cy) 0.60% 0) Im 0) U) 0) 0) 0) 0 C) < ----- - - z C� Lu 0) CN 0) 0 cy) 0 1511 I NV. R C P =910.58k u') r4-) r4,) rri r-i re) cl, I I 1 cy) C) 15" R C. P. 0 (3) 0) Im 0) c; cy) 0) G, 0 u INV 10.91 + 8" S.C.R. 35 1).V.C. 0) + 4 cc 0) 00 + + 0 P3 + INV.=gCg.27 N V) < v + w U) V) D C) U) z z P z z 0 w Of LLJ 0 z & z Z 0 < c < < LL- 0 00 LL Ld (f) LL. LL. f) Z: c w 0 0 O z LLJ F- C) 0) LLJ Ln 0 Z) un z z z rn CL 0) 0 0 cl- cl 0) (z), cy) :D DL (y) 0 cl. z 0 0 ro L0 0 0 U-) 00 0 r, Lr) ... Lf) 0 Nt L0 C\4 0 Lr) 0) 0 00 00 (0 't 0) 00 '0 Lr) c� r- 00 (7) 0) 04 0 0 - 04 00 0 T) F4 0 .0) LO Lr) (.0 0 00 O� U-) "t Lr) 0) 6 (.6 Lri u u� Lri .,4 Lf) L0 (D r r.� r r< ---(.6 (c; (6 Lo (c; C14 (c) 0) 0) 0) 0) (y) a) 0) 0) cy) 01, 0) I a) m (7) (3) (7) 0) (7) Cf, - � 0) cy) G, 0) 0) cy) 0) 0) (7) 0) cy) cy) cy) a) 0) 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 AM3LEWIND PI ACE 920 =11i ATUM ELEV 900.00 O O 0 V) z 0 Li cn z SCALE: 1"=50' HOR. 1 " =5' VERT. 2.0 (D 0 ML:t tz: LLJ 6i Z o 0 are z mom 06 < Lu C� clo� CD CD V) C'4 Lij > j I 00 CD 4- < U in CD LLJ F- 0 C) y LLJ LL, < cn Ld 00 C14 48 . o8 Lv �-0-60[% CD CD oo Ld :z 0 < ao.: Q) .5 -0-627. LLJ 0 c: 0 0.50% 0. 6 M, 0. P) 0, Lc) th 3:: :!5=- ------- 5 LLI 0 C,() u R. C. D. < V. = 911,43± 0 00 Ln (0 00 12" R.C.P. (0 00 0 0) + 04 00 - 00 + 0 + un 006 + u') u� + uj Of 0 V) cn U) cb < �- `n 0 V) < Lz Lu z >- Lu z z < C) af < < -0 .4- Lc) Lj C-4 N Q LLI ff) Lj 0 z Ld 0) LL 0 z 0 < W 0 (0 < w z z b 0 z 0) < 0 F- uj Ln co u') 0) ro (0 r- co ro co 1"To 00 1100 '(0 PO f,, 0 � � 00 r1e) co (6 ui t u� Lci L (y) LLJ (0 cv) cy) 0) 0) Im 0) U) 0) 0) 0) 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 APRIL SPRINGS 920 NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE 910 PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND 0 AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0 IF THE STANDARD PRACTICE OF THE UTILITY z THAT HAS JURISDICTION OVER THE INSTALLATION HAS 0 MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 8+00 8+50 9+00 LOW POINT ELEV = 913.38 LOW POINT STA = 1+53.54 3+50 4+00 PVI STA 1+51.37 PVI ELEV 913.32 A.D. 1.12 K = 35.76 VIE W 40.00' VC_ C\4 SCALE: 1"= 60' 9+50 10+00 0+00 0+50 1+00 F IE,LDSI i 1+50 1 R E 2+00 >- I m 0 z E5 >1 Li w In STOEPpF " . ......... T ;p s. No. 19358 STATE OF Z • FS q . ........... * 0", 70NAL • • • 0 D (D 0 ML:t tz: LLJ 6i Z o 0 are z V) < Lu C� clo� CD CD V) C'4 Lij > j I 00 CD 4- < U in CD LLJ F- 0 C) y LLJ LL, < _3 Ld 00 C14 48 . o8 Lv r- CD CD oo Ld :z ao.: Q) .5 -0-627. LLJ 0 c: 0 0.50% ro 0 :!5=- ------- 5 LLI 0 C,() 0 �LLJ < 12" R.C.P. 0 0) INV.==909.79± 006 u') u� 0 cb < �- V) >- 0 z (10 -0 .4- Lj Lu 0 z < F- C) L (y) LLJ (0 c5z 0 C) < z C� Lu 0) LO 0) 0 cy) r4-) r4,) rri r-i re) 0) cy) cy) C) cy) cy) (3) 0) Im 0) c; cy) 0) G, 0+00 0+50 1+00 F IE,LDSI i 1+50 1 R E 2+00 >- I m 0 z E5 >1 Li w In STOEPpF " . ......... T ;p s. No. 19358 STATE OF Z • FS q . ........... * 0", 70NAL • • • 0 D (D 0 ML:t tz: Z o 0 are z V) < Lu C� clo� CD CD V) C'4 Lij V) I 00 CD 4- < U in CD LLJ F- 0 C) y LLJ < _3 Ld 00 C14 48 Lv r- CD CD oo Ld :z ao.: Q) .5 rn 00 LLJ 0 c: 0 ro :!5=- CD -0- 5 0 0 zi -i ILL] DRAWN BY: CHECKED BY: 2+50 3+00 3+50 JDH I EEF SHEET NO. I FE RRAC C400 S & A JOB NO. 4176OS7 LL. 0 are z < Lu C� LLJ V) Lij 7p C) Z < 0 LLJ F- 0 y LLJ < w Ld Ld 0 zi -i ILL] DRAWN BY: CHECKED BY: 2+50 3+00 3+50 JDH I EEF SHEET NO. I FE RRAC C400 S & A JOB NO. 4176OS7 O C �O L Q +-i O M O to O O N Ln N O 7 O O J U 'D vi O M C O O Ln O C O U i rn i n O to n i m N C L a M M M M O +--1 ILO O O N Ln N O fu J O1 .0 C fu a 0 L c O U U_ E N O U i rn n (n O t0 N d' i m CU c Q 0 N n 00 ILD 0 0 N O M 00 .-i Ol N a. cd C Q. fp a-+ 'C 6 O Ln .0 i O kO n i MI Q Z Q X W r o' Q Z Q V) LO X W D' Q Z Q LO X W NOTES FULL DEPTH GRANULAR BACKFILL SHALL BE INSTALLED ON ALL SEWER LATERAL STREET CROSSINGS & COMPACTED PER I.D.O.H. STANDARDS. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. CONTRACTOR SHALL EXTEND SEWER LATERALS THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT. FROM THE BUILDING LINE AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL AT TERMINATION. ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER RING (NO MORE, NO LESS) TO ESTABLISH PLAN CASTING GRADE. NO WALLS SHALL BE CONSTRUCTED OVER OR WITHIN 10 FEET OF THE SANITARY SEWER. NOTE: FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEM EN T TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. SCALE: 1 "= 60' N OTE: BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICES LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF 'THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. SCALE: 1 " =50' HOR. 1"=9;' X/1 70T SCALE: 1"=50' HOR. 1 " =5' VERT. 00 cli 920 � N W U-) 00cVQ L ui _ 0 In (D 0) X000 c'4 W 000 O Uyt _ J + Z � +OpO 00 Z II U Z O Q II � O �j Q < 0 Q (n I - J mi Q O Of --- - - - - - -- _ ----- EXISTING (/) F- GRADE U 18" R.C.P. 0 � 0 L172 L. F. 0.907 z 907. 9 8„ S.D.R. 35 P.V.C. 159, 4 N EX. 906.07 S � N m� FULL DEPTH PROPOSED GRADE - - -.- 00 r� 0 GRANULAR - U O Q Q BACKFILL f�EXISTING GRADE _3 z V I Qa� 12" R.C.P. X 177 0 INV.= 910.95 w w Z -� f L,. F 1.0090 „ k. a, cl- 0 SE 35 P.V.C. W �n Z 249 L.F. ~ . 498 907.93 S U PROPOSED 8„ S.D.R. 35 P.V.C. WATER N 236' EX. 903.45 S EX. 8" S.D.R. 35 P.V.C. PIPE E.= 903.65 SCALE: 1"=50' HOR. 1 " =5' VERT. 00 cli 920 � J W �cVO 00cVQ _V) p W =04woo O ± p) Q p t,s -* = II II m rn < � PROPOSED GRADE w (3 0 O O Of --- - - - - - -- _ ----- EXISTING G w U GRADE U 18" R.C.P. INV.= 909.69 � 0 L172 L. F. 0.907 907. 9 8„ S.D.R. 35 P.V.C. 159, 4 N EX. 906.07 S � N (c0,4 910 920 01111111111111, STOEPp��'�.,,��% J�O , \STElk 19358 -o • STATE OF m 00 N CD C) 00 W L 0 F- W J U. O 1p Ll Q Z a Y 0r.00, z Q j � W W C) Z U) O W ~ Y w Q V) J m V) z O V) W o: Y D' Q W a 0 r) z J W a U DRAWN BY: CHECKED BY: JDH I EEF SHEET N0. C500 S &A JOB NO. 4176OS7 rn o � Li • O Of G w U U Z � 0 V) /) J � N (c0,4 mn n 00 r� 0 `r 0O - U O Q r4-) _3 z V I Qa� X in w w Z -� f CD W to 0 o Q o a, cl- W W ~ U m 00 N CD C) 00 W L 0 F- W J U. O 1p Ll Q Z a Y 0r.00, z Q j � W W C) Z U) O W ~ Y w Q V) J m V) z O V) W o: Y D' Q W a 0 r) z J W a U DRAWN BY: CHECKED BY: JDH I EEF SHEET N0. C500 S &A JOB NO. 4176OS7 L a 00 00 ko 0 0 N O M 00 J Cn 0 a 06 a L Q� Q� ,,0^ ;I 0 O U i Cl 0 to i.J._ 92C 910 SCALE: 1"=50' HOR. I �i ii I I I I I ! I 205 204 230 229 I t I 203 { i1 I it I I t�t�4 I tl{ rf I +� li f f {i I 202 I ,s Ft I I ff f !t I rt f I!i (fir I if f fJ 201 ff ' hi h i , t f t / .f ft ff C I �I mll �I z v �I Mill • u � 197 I I � 196 �Ir isa I� i 199 �< I I �I z�l v� 0� 200 —J 22 JI I ' � � l f 195 194 193 i i i i i i NOTE: CONSTRUCTION TOLERANCE FOR YARD INLETS WILL BE +0.0' TO -0.20' NOTE: "EXCEPT FOR FORCE MAINS, CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES AND STORM SEWERS IS 18" OR LESS." ALL MANHOLES TO BE CONSTRUCTED WITH ONE 4" RISER RING TO ESTABLISH PLAN CASTING GRADE. ALL STORM SEWER CASTINGS SHALL BE STAMPED "DUMP NO WASTE - DRAINS TO WATERWAY" -OR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITA SERVICE LATERALS UNDER CITY STREETS, REGARDLE1 )F THE JURISDICTION OF THE UTILITY, THE MINIMUM ;OVER FROM THE TOP OF THE INSTALLED PAVEMENT 0 THE TOP OF THE INSTALLED PIPE SHALL BE THE 'AVEMENT SECTION THICKNESS (ALL BITUMI,�,,OUS AN[ kGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS -0 ". IF THE STANDARD PRACTICE OF THE UTILITY 'HAT HAS JURISDICTION OVER THE INSTALLATION HA`. LORE STRINGENT COVER REQUIREMENT, THE MORE �1 O 1 �13 0 I 0'' �B-- o' IR IX11 n7 s� � =1 rrI X31 D m 3 3 1 1 11 II II.I 190 191 192 92C 910 � CURB INLET TABLE STRUCTURES STRUCTURES ANGLE AND LESS THAN 48 GREATER THAN QUALITY OF PIPES PIPE FROM T/C TO 48" FROM T/C WILL REQUIRE CURB CASTING SIZE INVERT TO INVERT STEPS CASTING *3501 TL RT SPECIAL DESIGN REQUIRED *R -3501 N 8c TR 12" to 18" 2'x2' DESIGN APPROVAL No Yes Yes 18" or 21 " MH /BOX DESIGN APPROVAL Yes Yes Yes 21 " or 27" 2'x3'* DESIGN 24 " or DESIGN APPROVAL No No Yes DESIGN LARGER APPROVAL N 24" or APPROVAL NO No Yes LARGER MH /BOX DESIGN APPROVAL Yes ** Yes Yes * PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX ** INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE NOTE: Storm Sewers Bedding, Haunching, Initial Backfill Bedding, haunching, and initial backfill for all RCP installations shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 —inch minimum depth of material below the pipe barrel and a minimum of 3— inches below the bell. For pipe sizes 66— inches and larger, the minimum depth of material below the pipe barrel shall be 6— inches. Beddina shall be DlacP�+ to b uniform as possible, but shall be loosely p_ ncomp acted m ri I r h i i I me t of the �iog_ Haunching and initial backfill shall be compacted in 8 —inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6— inches above the springline. Minimum trench width shall be the outside diameter of the pipe plus 18— inches. Final Backfill Final backfill for all RCP installations under and within 5 —feet of pavement shall be B— Borrow for Structure Backfill meeting the material requirement of the INDOT and shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less then 957. Standard Proctor Density. Final Backfill for all RCP installations greater than 5 —feet of pavement shall be clean fill material free of rocks larger than 6— inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 —inch maximum lifts to not less than 909 Standard Proctor Density for the entire depth of the excavation. S:\Legal\Carmel RCP Installation Review02 -01 -05 \Storm Sewers.doc ALL EXISTING OFF -SITE DRAIN TILES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW SCALE: 1 " =50' HOR. 92C 910 92( 910 SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES SPECIAL NOTE: COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. SCALE: 1"= 50' SCALE: 1 "= 50' HOR. 1 "-- W SCALE: 1 " =50' HOR. V) Z 0 w Y Of ¢ 0 STOEPp�''�,, ,1STE No. s 19358 '• STATE OF Q � 0, •' yNDIANP •• sSA�NAL• 0V %``%� W z .J - LL O rn Of A ` d W Of Z Z Q W > Q W J '' I o- Cif W Z Cif ._. U W W • U cn � W Z o Q Cn VJ J V O N f— O In In V / N Q N 00 U DRAWN BY: JDH CD co III- CD .- 640 __j z Cn Q , oc a - is ° Lki N Cn u7 CD CD 00 W LU r'-) i Z ct: oop V Z a0 LL_ — W o r-- F° — .�J Q W Z o0 W cCn Q Z F— 0 C!) W z .J - LL O Of A ` d Of Z Z Q W > Q W J '' I o- o Z Cif ._. 0 �- W W U � W W Q Cn VJ J O f— V / LJ U DRAWN BY: JDH CHECKED BY: EEF SHEET NO. C600 S &AJOBNO. 41760S7 O C fp L Q Ln 66 rl 00 lG O O N O M 4., O m J Dl C fp L 1 0 0 N U i rn -o n cn 0 d- m a N O O O N Ln N a-+ O 1T vl O a C to cn t O O co Cn V) O %D N i TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY, 2002 1. Standard specifications of the Clay Township Regional Waste District (District) and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715 of the latest edition of the Indiana Department of Transportation Standard Specifications. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have a grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. 4. All sanitary manholes shall be Aprecast concrete© manholes in accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturer =s recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet. Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. 6. The manhole chimney =s including all riser rings shall be sealed using Infi - Shield AUnibond@ or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineer =s representative, should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer =s Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such Aas built@ prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 3271AC 3 -6 -9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be p- operly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Cor.'-cctor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and reg: ` 1tion (327 -IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have '::en completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing done on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER, Neenah Casting R 1642A or equal and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District =s Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from the Wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. TABLE I MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED TABLE 1 Pipe Diameter In. Minimum Time, min:s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min:s NEENAH R-1 642A R- 1916 -F1 EAST JORDAN 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 1 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 1 7.682 L 17:00 19:13 25:38 32:03 26:27 44:52 51:16 57:41 21 19:50 114 1 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 1 28:20 80 21.388 L 96:37 53:26 71:13 1 89:02 J 108:50 124:38 142:25 160:15 33 1 31:10 72 25.852 L 49:05 64:38 88:10 1 107:49 1 129:18 150:43 172:21 193:53 38 1 34:00 86 30.788 L 61:17 76:55 102:12 1 128:12 1 153:80 179:29 205:07 1 230:46 FINISH GF' " ^r77 a .N-- INFI; "UNI BUTYL RL st t� IF MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT NEENAH R-1 642A R- 1916 -F1 EAST JORDAN 104522 1045VYT CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF KENT SEAL, (SEE MANHOLE CASTING SCHEDULE). PRECAST CONCRETE ADJUSTING RING DOUBLE ROW OF KENT SEAL MANHOLE STEPS PER SPECS INTERIOR JOINTS AND LIFT HOLES SHALL BE SEALED WITH NON - SHRINK GROUT PER SPECS SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF KENT SEAL MANHOLE REINF. PER ASTM SPECS PIPE DIA. PER PLAN & PROFILE BENCHWALL SHALL BE CLASS "B" CONC. BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. MANHOLE TO PIPE CONNECTION BOOTS, INCLUDING LATERALS, SHALL BE A -LOCK, DURA SEAL OR APPROVED EQUAL. 6" MIN. CONCRETE ENCASEMENT 6" MIN. COMPACTED #8 STONE SANITARY MANHOLE -TYPE "B" NOT TO SCALE W "I'X , BOTTOM OF TRENCH SANITARY MANHOLE R -1642A Nor- ro-scALE i a „ i`d o o a CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property gne. Only one building may conned to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer fine from the budding to the septic tank may only be used if it is located under a buikfing addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of a9 testing. The district inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second Inspection is required, or contractor is not on site for scheduled inspection, or fads to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank '...shall be abandoned and filled wfth earthen material in a safe and sanitary manner.' Please contact the appropriate County Board of Health for further infunnation. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fig sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be lostatled no closer than 20 feet from water wells unless PVC pressure gradn pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to instartaUon. 9. Where a transition Is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in itern #3 above are met. No glued pipe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:0N.m. to 4:30 p.m. Monday through Friday. All District standards can be located on our web site at Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: B44 -9203 12. Septic effluent shall no be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the district office at 844.9200 24 hours prior to time of inspection 14. Contractors shall lay 14 gauge- stranded wire the entire tencith of the lateral. Wire Is to be placed on top of the lateral. The District inspector wiY verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1-800-382-5544,48 hours prior to digging. lateral- rev.01-05akr NOTE: BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICES LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 2500 psi CONCRETE PERSPECTIVE VIEW - EARTH CUT AWAY CONCRETE CRADLE Nor- ro -scnLc NOTE: ALL BEDDING & INTAIL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE UNDISTURBED EARTH MANHOLE CASTING SCHEDULE MANUFACTURER-1. BE USED WHEN CLEAR DISTANCE BETWEEN PIPES I R- 1916 -F1 ®TO IS 18" OR LESS, OR WERE NOTED ON THE DRAWINGS. CONCRETE CRADLE Nor- ro -scnLc NOTE: ALL BEDDING & INTAIL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE UNDISTURBED EARTH MANHOLE CASTING SCHEDULE MANUFACTURER-1. SELF SEALING WATERTIGHT NEENAH I R-164 2A I R- 1916 -F1 EAST JORDAN I 1045Z2 I 1045WT CASTING SHALL BE EITHER SELF - SEALING OR WATERTIGHT, (SEE PLAN do PROFILE SHEETS FOR CASTING TYPE). LIDS SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2 KENT SEAL, OR SINGLE ROW OF 1" KENT SEAL (SEE MANHOLE CASTING SCHEDULE). FINISH GRADE PRECAST CONCRETE ADJUSTING RING = N x g 24 DOUBLE ROW OF KENT SEAL i,d Q tT MANHOLE STEPS PER SPECS INFISHIELD "UNIBAND" o INTERIOR JOINTS AND LIFT HOLES BUTYL RUBB SHALL BE SEALED WITH NON- SHRINK W .,4 GROUT PER SPECS, NO GROUT ABOVE TOP OF CONE SECTION Q ~ w ~ w SET BARREL JOINTS WITH RUBBER TYPE GASKET Z Q '- - W U EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF KENT SEAL OR SINGLE ROW OF 1" KENT SEAL MANHOLE REINF. PER ASTM SPECS �I I PIPE DIA. PER PLAN & PROFILE BENCHWALL SHALL BE CLASS "B" CONIC Z BENCHWALL HEIGHT SHALL BE 8OX OF PIPE DIA. MANHOLE TO PIPE CONNECTION BOOTS, ;:. INCLUDING LATERALS, SHALL BE A -LOCK, DURA a SEAL OR APPROVED EQUAL. PRESS -SEAL. KOR -N -SEAL AND OTHER FLEXIBLE BOOTS SHALL NOT BE USED IN MANHOLES WITH PIPE INVERT DEPTHS OF 14 FT. OR GREATER. I.._� 4'- 0 1 6" MIN. COMPACTED #8 STONE 1..D SANITARY MANHOLE - TYPE "A" NOT TO SCALE MANHOLES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244 -93, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST. imps 1 MIN. WIDTH L25 (O.D.) -12" #8 CRUSHED STONE BELL HOE EXCAVATED. BEDDING DETAIL NOT-TO-SCALE (SEE NOTE THIS SHEET FOR BEDDING IN PAVEMENT) NOT -TO -SCALE SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE APPROVED SURFACE MARKER MIN. SLOPE SHALL BE MAIN SEWER >_ i U) Z 0 U) > W Y < W I- < ```�tf,111111IIf,,��', STOE % , • =o� Noy° i 19358 -o STATE OF ss •• ............. �ONALI��`���•� 1111 RD o U U) z Q O z w � Q tT � w o 6 cn W Q ~ w ~ w Y Z Q � W U J U Z Of O >_ C/ w N CD N � Q N NO CD � ao O Z �r r- rn V) _J z - 00 Q 48 to a� la Ck5 V) W rn LZ °o to CO W M Z � I a 00 W Z o CD r- l-- 0 W RD o U U) z Q O z J LLJ Q U DRAWN BY: CHECKED BY: JDH EEF SHEET NO. C800 S &AJOBNO. 41760S7 w � Q W � w o cn Q ~ w ~ w Y Z Q � Q J J LLJ Q U DRAWN BY: CHECKED BY: JDH EEF SHEET NO. C800 S &AJOBNO. 41760S7 V-1 ;4 N C a M M N O O N Lr CJ co C J D1 rl t Cl C) rl M ,--i C L Aa 1 1p O O N Ln N Go- 0 J CM to a� 0 L i N O Cn / Ln O ko N / T, PAVEMENT SURFACE Q I 0 I t- c� A—, SIDEWA K PLACE EXPANSION JOINT RAMP; AT BACK OF CURB LINE B B OR AT SIDEWALK LINE C _JC 2' ROLL CURB MAX. RAMP SLOPE 1 " /FT. AJ CLASS "A" CONC. SIDEWALK PLAN VIEW RAMP PAVEMENT VAR. VAR. WIDTH OF RAMP :. . ,. ..: �► ­0111— 4" SIDEWA K 4' MIN SECTION A —A CONTRACTION JOINT (TYP.) SECTION B -B .y SECTION C -C Li 3" TOPSOIL, SEED OR SOD AS REQUIRED z TO MATCH EXISTING J 3 (EXISTING GRADE �lt�l Ali STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT —TO —SCALE C -0" & 10' -0" 2' R 0 TYPICAL ASPHALT PEDESTRIAN PATH X— SECTION 100' TOP OF CURB J PAVEMENT BOTTOM OF CURB TRANSVERSE EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS * * * ** WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 20 FOOT SPACING. CURB JOINT DETAIL MAY -25 -2005 WED 11133 AM CITY OF CARMEL FAX NO. 317 571 2438 P. 04 Property Line Back Of Curb Slope ro^d awn %• tt. sir T '' n e4 11 I :4• Sidewalk • ' 4• Top Scil Bockfill ' prepered Subgrade TYPICAL SIDEWALK SECTION NOT TO SCALE * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH. SUBCRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. Tooled Or Sawed Joints % Thickness ,: • Class ti concrete.' C Minimum Sidewalk Built With Driveways Shoe Have Minimum Thickness 0! I Or Thickness Of Driveway Which Ever 13 Greater. 6 CONCRETE SIDEWALK NOT TO SCALE CITY OF CARMEL STANDARDS SIDEWALK DETAILS REVISED —�� FIGURE 10 -14 TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED NOTE: WHERE STORM DRAINS CONFLICT WITH RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN. ASPHALT PATH 110# SYD. BITUM SURFACE NO. 11. LV ON 220# SYD. BITUM BINDER NO. 8, LV ON 5" COMPACTED AGGREGATE BASE, SIZE NO. 53 RESIDENTIAL STREETS ONLY SHOULDER, TOPSOIL, SEED OR SOD, AS REQUIRED TO MATCH EXISTING MAY -25 -2005 WED 11 :32 AM CITY OF CARMEL FAX NO. 317 571 2439 P. 02 Earth Or Sidewalk Surloce Concrete Curb Or Curb & Gutter Pavement I j a03�aa`5��'79;93�� J8 Washed Aggregate a�?Y9c+7:Joe�OnJ / aa,cOd'sJ 'i�b?`1p 0 o.7idp 9„rg •ni, .. e. o 4" 4• Min. Min. V -2" Min, PIPE UNDERDRAIN (Typical Installations) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REOLIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: CITY OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED FIGURE 10 -9 W z J 3 LIMITS OF FULL DEPTH IGRANULAR BACKFILL M W z J w z J SHOULDER SECTION I CURB SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED WITH B. BORROW WHERE A CUT EITHER TRANSVERSES OR PARALLELS THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT —OF WAY. HAY -25 -2005 WED 11133 AM CITY OF CARMEL FAX NO. 317 571 2439 P. 03 r Top Sail law Poir,t Compacted <y CQ p o 0 Backfal ��' �/ Class 'A Concrete b Compacted Subgrade or Aggregate Bose 24" Minimum NOTES: INTEGRAL CURB W =TH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUBCRADC UEFORE PLACING CONCRETE. Scale: CITY OF CARMEL STANDARDS CONCRETE ROLL CJRH do CUTTER REVisro _ __ FIGURE 1n -10 TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT —OF —WAY. SIDEWALK, TOPSOIL, SEED OR SOD, AS REQUIRED TO L�Ljte1:0 *3P11RIV 50' R /W > ( z ,_0 5 4„ 2 —0 13' -0„ 13, -0„ 2 —0 4' -0» 5,_0>> 1 > w z Of J 3 �r DEWALK 4" THICK � ` cl np� , iA•� CT c. nor 1 y,,„ SIDEWALK TYPICAL STREET CROSS— SECTION NOT —TO —SCALE 1.5" H.A.C. SURFACE #11 2" H.A.C. BINDER #8 3" H.A.C. BASE #5D 7" COMPACTED #53 STONE COMPACTED SUBGRADE PAVEMENT COMPOSITIONS NOT —TO —SCALE NOTE TO CONTRACTOR: THE CITY OF CARMEL AND THE HAMILTON COUNTY SURVEYORS OFFICE REQUIRES DOUBLE WALL HANCOR HI -Q SSD PIPE OR EQUAL TO BE USED. NOTE: THAT ALL CONCRETE AND BITUMINOUS MATERIAL PRODUCTION, TRANSPORT AND DELIVERY, PAVING AND PLACEMENT OPERATIONS FOR IMPROVEMENTS LOCATED WITHIN EXISTING OR FUTURE CITY OF CARMEL RIGHT —OF —WAY SHALL CONFORM TO THE REQUIREMENTS OF THE INDOT STANDARD AND SUPPLEMENTAL SPECIFICATIONS, LATEST EDITION. 4 THICK v -- TYPE 1 vv 9.4 NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. Fi � of B ackfill Fir -al backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the imc��rial requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Deislty for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less then 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. SALegal \Carmel RCP Installation Review02 -01 -05\ Water &SewerUndeiCityStreets.doc NOTE: All paving within the existing and proposed City right -of -way shall conform to the requirements of the department of Engineering. Please add a note to the drawings that the Contractor shall contact the Department of Engineering to schedule a pre - construction meeting to review the Department's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Department as it relates to work within the existing and proposed City right -of- way. SALegal \Carmel RCP Installation Review02- 01- 05\ DepartmentOfEngineeringNote.doc >_ i Y 0_ Q w Q 0 19358 -o • STATE OF ' Q '';�.c� ••'• �NDIAt*- • '• ������ F........... �G\ ZONAL 'C ��•`�`. Q0 O Y J a z °+ Spacing Between N L w t cn Transverse Joints r C) Li c e ` , Shall Net Exeeed 1..25 Times width w TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED NOTE: WHERE STORM DRAINS CONFLICT WITH RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN. ASPHALT PATH 110# SYD. BITUM SURFACE NO. 11. LV ON 220# SYD. BITUM BINDER NO. 8, LV ON 5" COMPACTED AGGREGATE BASE, SIZE NO. 53 RESIDENTIAL STREETS ONLY SHOULDER, TOPSOIL, SEED OR SOD, AS REQUIRED TO MATCH EXISTING MAY -25 -2005 WED 11 :32 AM CITY OF CARMEL FAX NO. 317 571 2439 P. 02 Earth Or Sidewalk Surloce Concrete Curb Or Curb & Gutter Pavement I j a03�aa`5��'79;93�� J8 Washed Aggregate a�?Y9c+7:Joe�OnJ / aa,cOd'sJ 'i�b?`1p 0 o.7idp 9„rg •ni, .. e. o 4" 4• Min. Min. V -2" Min, PIPE UNDERDRAIN (Typical Installations) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REOLIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: CITY OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED FIGURE 10 -9 W z J 3 LIMITS OF FULL DEPTH IGRANULAR BACKFILL M W z J w z J SHOULDER SECTION I CURB SECTION ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED WITH B. BORROW WHERE A CUT EITHER TRANSVERSES OR PARALLELS THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT —OF WAY. HAY -25 -2005 WED 11133 AM CITY OF CARMEL FAX NO. 317 571 2439 P. 03 r Top Sail law Poir,t Compacted <y CQ p o 0 Backfal ��' �/ Class 'A Concrete b Compacted Subgrade or Aggregate Bose 24" Minimum NOTES: INTEGRAL CURB W =TH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUBCRADC UEFORE PLACING CONCRETE. Scale: CITY OF CARMEL STANDARDS CONCRETE ROLL CJRH do CUTTER REVisro _ __ FIGURE 1n -10 TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT —OF —WAY. SIDEWALK, TOPSOIL, SEED OR SOD, AS REQUIRED TO L�Ljte1:0 *3P11RIV 50' R /W > ( z ,_0 5 4„ 2 —0 13' -0„ 13, -0„ 2 —0 4' -0» 5,_0>> 1 > w z Of J 3 �r DEWALK 4" THICK � ` cl np� , iA•� CT c. nor 1 y,,„ SIDEWALK TYPICAL STREET CROSS— SECTION NOT —TO —SCALE 1.5" H.A.C. SURFACE #11 2" H.A.C. BINDER #8 3" H.A.C. BASE #5D 7" COMPACTED #53 STONE COMPACTED SUBGRADE PAVEMENT COMPOSITIONS NOT —TO —SCALE NOTE TO CONTRACTOR: THE CITY OF CARMEL AND THE HAMILTON COUNTY SURVEYORS OFFICE REQUIRES DOUBLE WALL HANCOR HI -Q SSD PIPE OR EQUAL TO BE USED. NOTE: THAT ALL CONCRETE AND BITUMINOUS MATERIAL PRODUCTION, TRANSPORT AND DELIVERY, PAVING AND PLACEMENT OPERATIONS FOR IMPROVEMENTS LOCATED WITHIN EXISTING OR FUTURE CITY OF CARMEL RIGHT —OF —WAY SHALL CONFORM TO THE REQUIREMENTS OF THE INDOT STANDARD AND SUPPLEMENTAL SPECIFICATIONS, LATEST EDITION. 4 THICK v -- TYPE 1 vv 9.4 NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. Fi � of B ackfill Fir -al backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the imc��rial requirements of the INDOT and shall be compacted in 6-inch maximum lifts to not less than 95% Standard Proctor Deislty for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less then 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. SALegal \Carmel RCP Installation Review02 -01 -05\ Water &SewerUndeiCityStreets.doc NOTE: All paving within the existing and proposed City right -of -way shall conform to the requirements of the department of Engineering. Please add a note to the drawings that the Contractor shall contact the Department of Engineering to schedule a pre - construction meeting to review the Department's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Department as it relates to work within the existing and proposed City right -of- way. SALegal \Carmel RCP Installation Review02- 01- 05\ DepartmentOfEngineeringNote.doc >_ i Y 0_ Q w Q 0 19358 -o • STATE OF ' Q '';�.c� ••'• �NDIAt*- • '• ������ F........... �G\ ZONAL 'C ��•`�`. Q0 O Y J � z w w w cn o o C) Li , LLj w � Q v W U C.) Z O I /1 V ! t N �t O C'4 � Q Q 00 � O 00 U to to to C� _J z Qp� L Cn _ L` o ao W W Z -a rn Ln I L Z Z '> o 00 W CL W cry O o ~ U Q z Q 0 z � Y J � z w w w cn o w C) z LLj w � Q v J LLJ <1 U DRAWN BY. CHECKED BY: JDH EEF SHEET NO. C802 S &A JOB NO. 41760S7 7! clill Ln �z WIT C) C) r'4 1_� Ln r4 0 Cn '0 2� 45 CL Lh Z C:) 10 rill (n C:) 9.0 r*.% V-4 r Pdo 0�f /A\ Rill -qq-- P� SECTION 5 LANDSCAPE PLAN I I lip 40 Ar Elk N& C ----------- - -------- — --- --- - ---------------------------------------------- - ------- - ----- ----- - - -------------- I'l— 'A -------- -- ? > x", zj zi, x: '17" xh X i-X Ei V ? 7 do A V" ----- - r 4, �V Z 4 E - C\,-Tl,.O'N > lit", U Vl� li_'\ - - - - ----------- -- -- ---------- -- ''.1 - - ------- X EX IseX, U A. e221 N 1 j ,J 2 EX 189 , V 2 1 j, Z. Z J 77 H- - - ------ ----------- ------- ------- ----------- ---------- VIEW S APRIL SPRINGS i1Y N L; (2.W - -- ----- ------ .... ..... . - - - -- ------- - --- - ----- ---- - - - -- - -- - ----------- - ------------ A_ AC� % V U,� ------ - — - ---- T� ------------ V A- - - -­­----- - -- - ----- -------- - ­ 2,1 -------- -- - - --------------- - — ---- ------ ji Z� -------------------- ------------ ---------- -- ----- ------------ .... ....... r , .......... ---------- -------- --------- - - - ------ - ---------- -------- - - - ---- - -- - ----------- -,A J 4, 7 51 /3 1 L ------ fill 1i -- ----------- I- t'j �p .......... .. �_T 13 A- f ------------- f I -- - ------------------------ ------------ ... ...... .... ----- ------ T f: f -J e Q? ",14 'lJ if f i'-J 4 . ...... .... . ......... . . .. .... t\ "s 0 ----------- - ----------- ------------ ...... "!-I Z,"J f -9 -------- ---- Lai �J' f ----------- - - - ----------- ...... - - - --------- - - ------ ? IL L_4 L 'R ------- - --- - - - J 1 --------------------- ----- - ------ - - --- - ------- ------ --------------- - ---------------------- f i "i, t 102 L 103 105 f i 71" i 104 �J 'T i 91&2 91 914.5 91 81 "4 4�15 - --------------- --- -------- - -------------- z2 Q N­­� --------- - -- - ----- - - 916.5 STiN G /S CT[ EC ---------- ------- ----------- ------ --- ---------- ? --------- ---- - -- .......... . .......... ------ --------- --------- - -------- ---------------- 4 . ......... - - ---------------- - HEATHERMOOR PARK DRIVE NORTH :l ­1 ------------ ----------- -4 - ------- 2 ---- -- - --------- ...... ... .. . .............. ------- 80 f Z 4 Iv, - ------------- --- - -------- --- 918.0 --- - -- ------ ----------- f ------ — ------ ------------ ....... . .. - — — — ------- -------- ;!d NOTE: ROOT FLAIRS TO BE PLANTED AT GRADE FAIUNE ONLY AS NEEDFL) AVEISER HOSE ML&I-STRAND WIRE On 14 GAUGE WIRE REE WRAPPINC, (FOR FALL INSTALLATION ONLY) 7' FENCE POSI (AS NEEND) 3*SHREDDED BARK M=H 3'SAUCER FINISH GRADE EXISTING SOL Jv BACKFILL $OIL MIXTURE' —COMPACTED BACKrILL 69XTURE 41 NTS. SHADE TREE PLANTING DETAIL TREE PRESERVATION FENCING 19 V —PALN* ONLY AS Oil VADTH OF bRIP LINE - - ----- ------- ------ ------- ------- -- ---- ------ - ------- ------- 'T - - - --- --- ---- - -- - --- ---- - ------- DEX 110 MATURE SIZE ------ - - mmtl STRAW V'i Sli i� -ji (OR 44 GAL*E WvnEj - -------- - - --------- - ------ ------------ - ------ ...... ---- ------- "v f ------ � ------- -- - --- - - - -------- JACJq&A WXTIM INISM GkADE bACAlFIA SOL MXIME 50, BAWILL bOXTURE bA.CKFLL SUL MXIVK COmPACTED #AWu LaxTuRE Quercus rubna X d ----------- - -- - --------- J CLEVELAND PEAR Pyrus calleryaia 'Cleveland Select! EVERGREEN TREE PLANTING DETAIL SHRUB PLANTING DETAIL 0 �,J 1"I, J .......... &L, iA�_ 'k i� . ..... ... ----------- --------- ---------- Z < --------------------- -----------­--------- ---------------- --------------------- - - - ------------ - ---------------- ---- - ---- - - ------ - --- --- - - - ...... ----- - ---- - - ---------- - - - ----------------------- - - - - - - - Malus'Hartest Gold' �/ - - - - - ------------ - - - - - - - - - - - - - ­r ------ (D ROBIN HILL SERVICEBERRY Ame.anchiar x 9i -endiflora 'Robin Hill' 1.5-2" 20-30' GALAXY MAGNOLIA Li L WEEPING WILLOW Salix babylonica C14 2.5 45' NORWAY SPRUCE Picea abies 00 ro CD 00 COLORADO SPRUCE Picea pungens 6-8'ht. 50, is WHITE PINE A,�, �U. 7-9' ht. 70' (SHRUBS) --------- - A� Viburnum opulus'Compacta' C;d U_ ORNAMENTAL GRASSES SAND CHERRY Miscanthus, Pennisetum, etc. Pninus cistena VARIES VARIES BURNING BUSH Euonymus alata'Compacta' STREET TREES C-D LLJ NORTHERN RED OAK Quercus rubr-a 0 LAKE #1 CHINESE ELM Ulmus parvifolia L , (Minimum 1 tree per lot) LONDON PLANETREE Platanus x acerfolia'Bloodgood' N.P.= jJ-7.� 0 44 2- Tilia amedcana 'Redmond' 2.5-3 BLACK MAPLE Acer nigrum 2 YEAR A, 10 YEAR 'Q 100 YEAR ELEV. 4 BOTTOM ELEV.= X.:,ll ------ ---- _­__­­_� - ----- — --------- - ii "J -- -------- A, v A i h-, -------- - - ......... III LJ - -------- J iX: 'J �p MFPG-91 &90 LJ 1 M FPG- 913. 9 0 7C, L___ 21 y MFPG-91&90. i, .. . ...... . AMBLEVAND PLACE X�, X 0\ --- - - ------ -i �7 77 MFPG-913.90 �4, "41 ----------- ; ? > x", zj zi, x: '17" xh X i-X Ei V ? 7 do A V" ----- - r 4, �V Z 4 E - C\,-Tl,.O'N > lit", U Vl� li_'\ - - - - ----------- -- -- ---------- -- ''.1 - - ------- X EX IseX, U A. e221 N 1 j ,J 2 EX 189 , V 2 1 j, Z. Z J 77 H- - - ------ ----------- ------- ------- ----------- ---------- VIEW S APRIL SPRINGS i1Y N L; (2.W - -- ----- ------ .... ..... . - - - -- ------- - --- - ----- ---- - - - -- - -- - ----------- - ------------ A_ AC� % V U,� ------ - — - ---- T� ------------ V A- - - -­­----- - -- - ----- -------- - ­ 2,1 -------- -- - - --------------- - — ---- ------ ji Z� -------------------- ------------ ---------- -- ----- ------------ .... ....... r , .......... ---------- -------- --------- - - - ------ - ---------- -------- - - - ---- - -- - ----------- -,A J 4, 7 51 /3 1 L ------ fill 1i -- ----------- I- t'j �p .......... .. �_T 13 A- f ------------- f I -- - ------------------------ ------------ ... ...... .... ----- ------ T f: f -J e Q? ",14 'lJ if f i'-J 4 . ...... .... . ......... . . .. .... t\ "s 0 ----------- - ----------- ------------ ...... "!-I Z,"J f -9 -------- ---- Lai �J' f ----------- - - - ----------- ...... - - - --------- - - ------ ? IL L_4 L 'R ------- - --- - - - J 1 --------------------- ----- - ------ - - --- - ------- ------ --------------- - ---------------------- f i "i, t 102 L 103 105 f i 71" i 104 �J 'T i 91&2 91 914.5 91 81 "4 4�15 - --------------- --- -------- - -------------- z2 Q N­­� --------- - -- - ----- - - 916.5 STiN G /S CT[ EC ---------- ------- ----------- ------ --- ---------- ? --------- ---- - -- .......... . .......... ------ --------- --------- - -------- ---------------- 4 . ......... - - ---------------- - HEATHERMOOR PARK DRIVE NORTH :l ­1 ------------ ----------- -4 - ------- 2 ---- -- - --------- ...... ... .. . .............. ------- 80 f Z 4 Iv, - ------------- --- - -------- --- 918.0 --- - -- ------ ----------- f ------ — ------ ------------ ....... . .. - — — — ------- -------- ;!d NOTE: ROOT FLAIRS TO BE PLANTED AT GRADE FAIUNE ONLY AS NEEDFL) AVEISER HOSE ML&I-STRAND WIRE On 14 GAUGE WIRE REE WRAPPINC, (FOR FALL INSTALLATION ONLY) 7' FENCE POSI (AS NEEND) 3*SHREDDED BARK M=H 3'SAUCER FINISH GRADE EXISTING SOL Jv BACKFILL $OIL MIXTURE' —COMPACTED BACKrILL 69XTURE 41 NTS. SHADE TREE PLANTING DETAIL TREE PRESERVATION FENCING 19 V —PALN* ONLY AS Oil VADTH OF bRIP LINE li'T I WNAP9*4 FALL INSIAUAIION OWYJ BOTANICAL NAME P944E 10MY MATURE SIZE AS WEDED mmtl STRAW V'i F to" GRAIA (OR 44 GAL*E WvnEj < &ALr-" J'SmPEDDED DAAk rMSH GRAOE *'SAUCLR JACJq&A WXTIM INISM GkADE bACAlFIA SOL MXIME 50, BAWILL bOXTURE bA.CKFLL SUL MXIVK COmPACTED #AWu LaxTuRE Quercus rubna 1XISTDC.&M Z CLEVELAND PEAR Pyrus calleryaia 'Cleveland Select! EVERGREEN TREE PLANTING DETAIL SHRUB PLANTING DETAIL li'T I Landscar)e Notes 1. Final placement of plant materials shall be approved by the Landscape Architect before planting operations are to commence. 2. All disturbed existing lawn areas to be returned to existing conditions. 3. All shrub planting areas to be covered with 3" layer of shredded hardwood mulch. All ground cover beds shall be covered with 2" shredded hardwood bark mulch. Mulch shall be uniform in texture and color and shall be obtained from sawmill or lumbering operation. No utility mulch or processed tree trimmings will be allowed. 4. An approved pre—emergent herbicide shall be applied in all planting beds at a rate specified by manufacturer for each plant variety. 5. No substitutes of plant materials will be allowed. If plants are not available the contractor shall notify the architect prior to bid in writing. All plants shall be inspected and tagged with project I.D. at nursery or contractors operations prior to moving to job site. Plants may be inspected and approved or rejected on the job site by architect. 6. All plants shall meet or exceed American standards for nursery stock 1996 edition as set forth by American Association of Nurserymen. 7. All landscape plantings shall be guaranteed by the landscape contractor for a period of one year following final inspection by architect. At the end of this period plant material termed dead or unsatisfactory by architect shall be replaced at no additional charge by the contractor. 8. Peat moss to be used on project shall be domestic or imported material, chocolate brown in color and composed of partially decomposed vegetable materials. Peat moss to be mildly acidic in character and shall be approved by architect. 9. Backfill for tree planting shall be 75% approved topsoil and 25% approved peat moss. Top layer of backfill shall be 100% existing topsoil a 5-10-5 analysis slow release fertilizer shall be incorporated into backfill at approved rates. S: \41760D\Misc\ August 26, 2002 PLANT SYMBOL WNAP9*4 FALL INSIAUAIION OWYJ BOTANICAL NAME '3'W*W0M0 DARK MULCH MATURE SIZE F to" GRAIA or CALIPER < LLJ 0 JACJq&A WXTIM Gleditsia triacanthos inermis'Shademastee COWAl 4AWLL WXT" 50, Nil. -ORNAMENTAL TREE PLANTING DETAIL Landscar)e Notes 1. Final placement of plant materials shall be approved by the Landscape Architect before planting operations are to commence. 2. All disturbed existing lawn areas to be returned to existing conditions. 3. All shrub planting areas to be covered with 3" layer of shredded hardwood mulch. All ground cover beds shall be covered with 2" shredded hardwood bark mulch. Mulch shall be uniform in texture and color and shall be obtained from sawmill or lumbering operation. No utility mulch or processed tree trimmings will be allowed. 4. An approved pre—emergent herbicide shall be applied in all planting beds at a rate specified by manufacturer for each plant variety. 5. No substitutes of plant materials will be allowed. If plants are not available the contractor shall notify the architect prior to bid in writing. All plants shall be inspected and tagged with project I.D. at nursery or contractors operations prior to moving to job site. Plants may be inspected and approved or rejected on the job site by architect. 6. All plants shall meet or exceed American standards for nursery stock 1996 edition as set forth by American Association of Nurserymen. 7. All landscape plantings shall be guaranteed by the landscape contractor for a period of one year following final inspection by architect. At the end of this period plant material termed dead or unsatisfactory by architect shall be replaced at no additional charge by the contractor. 8. Peat moss to be used on project shall be domestic or imported material, chocolate brown in color and composed of partially decomposed vegetable materials. Peat moss to be mildly acidic in character and shall be approved by architect. 9. Backfill for tree planting shall be 75% approved topsoil and 25% approved peat moss. Top layer of backfill shall be 100% existing topsoil a 5-10-5 analysis slow release fertilizer shall be incorporated into backfill at approved rates. S: \41760D\Misc\ August 26, 2002 PLANT SYMBOL COMMONNAME BOTANICAL NAME PLANT HEIGHT MATURE SIZE or CALIPER < LLJ 0 SHADEMASTER HONEYLOCUST Gleditsia triacanthos inermis'Shademastee 2.5" 3" 50, 0 NORTHERN RED OAK Quercus rubna 50, Z CLEVELAND PEAR Pyrus calleryaia 'Cleveland Select! 2" 35' 0 HERITAGE RIVER BIRCH Betula nigra'Haritage' \-i LLJ Z < 10-12'ht. 40' HARVEST GOLD CRABAPPLE Malus'Hartest Gold' (D ROBIN HILL SERVICEBERRY Ame.anchiar x 9i -endiflora 'Robin Hill' 1.5-2" 20-30' GALAXY MAGNOLIA Magnolia x quinquep.eta'Galaxy WEEPING WILLOW Salix babylonica C14 2.5 45' NORWAY SPRUCE Picea abies 00 ro CD 00 COLORADO SPRUCE Picea pungens 6-8'ht. 50, WHITE PINE Pinus Strobus 7-9' ht. 70' (SHRUBS) 48 EUROPEAN CRANBERRYBUSH Viburnum opulus'Compacta' C;d U_ ORNAMENTAL GRASSES SAND CHERRY Miscanthus, Pennisetum, etc. Pninus cistena VARIES VARIES BURNING BUSH Euonymus alata'Compacta' STREET TREES C-D LLJ NORTHERN RED OAK Quercus rubr-a 0 CHINESE ELM Ulmus parvifolia (Minimum 1 tree per lot) LONDON PLANETREE Platanus x acerfolia'Bloodgood' 40-60' 0 REDMOND LINDEN Tilia amedcana 'Redmond' 2.5-3 BLACK MAPLE Acer nigrum St"ppdwvA&aaaadafea , Are. CONSULTING ENGINEERS LAND SURVEYORS (317) 849-5935 FAX: (317) 849-5942 1-800-728-6917 9940 ALLISON\ALLE RD. - FISHERS, INDIANA 46038 will I I 11111111lt., STOEPp `�e . ......... - I T I " * - S Eq, No. 19358 STATE OF IND 0, % & i &�,%,l 70NA AL %%%% ',,ill I Z (D CD -3%,4r, Z < LLJ 0') LLJ (of) E LLJ < C) Z 0 U) LLJ F- L) Of \-i LLJ Z < < V) Of C) LLI C14 CD CD C-4 Lr) 00 ro CD 00 C.) C) V) 48 00 0_4 C;d U_ In CD CO Ll Ll r_0 0) C-D LLJ C 0 C:) co 0 a_ 0 CL 0 Z < Z < LLJ LLJ LLJ (of) a. LLJ < C) Z 0 U) LLJ F- L) 0 \-i LLJ Z < < I _J LLI 0 DRAWN BY: CHECKED BY: JDH EEF SHEET NO. C803 S & A JOB NO. 4176OS7 >_ I M V) Z 0 0 5: Ld W - N 8A N Nq 14 - ��� 14 N - rd= - I&J U. - \ lu I 01 Ah W,411C ! h 11 �,%M...._._ ...III,= .__ ,%.�!�n SECTION 5 LANDSCAPE PLAN . ■ 1C .r-% X M Ln N V_ r-I N Ln 0 J I Qn 'V Z a w a 6 V) 0 0 V v U) O N d' i M �� - e ___ 14 L N =U==1 N (���) N �, e I.:r ;:. :: � �m Im - - !;"Oh '%� "%.----. 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I .. .. t i < . . . I�D i , t: - -W ,. ^ -,. -..... +'-- '' -..< �. .. �. / ��:� (Y >> f e- ', e }< , _ yl+ `S C + *.` f t `'k *, -1 1: PLACE :< «> f4.f .. .. +. y 4t� _ :. ._. ,., -:. ._ -... .: t _. .. s ._ ,:r '1 -:.:. :. -.... ,., �... t< i- s <..�:, s: , i \ 1. Al j } E : a '� / ",r _.. _ -i W.... z_ ,. ', .. .. "Y f p - ' " .... t , mot.. -_ :..+.: 4.._., -_ ] tl �\ ���\ �i -,. < t l f t .. t+ d S 3 _.. ., _, < ...._----- ,---- - - - - -- - .. ? .1 2 < - - fie > 5 1 w'� y � T x \ ` � �' \ t \• r [G ! +. .. , yS . -. w.. +. ,.. _ f �.. , .. .. ...- , T .x 9,`1 i .. � A . r Y `4. + , .. . :\ r �. +. % .. +. ./' 1 , . v w F 1 NOTE: ROOT FLAIRS TO BE PLANTED AT GRADE .PF"il -INE ONLY AS WEEDED - AVDDER HONE #JULTrSTFIAND WIRE OR 14 GAUGE WIRE _� TREE WRAPPIN13 (FOR FALL INSTALLATION ONLY) 7' FENCE POST (AS NFEDEc) ..�.... 3*SHREDDED BARK MI CH . w . 3 *SAUCER j fi F04SH CAADE ,f: :.'y /. , ' , t ..� , , �- 3. % a, IrxT�v� soy. h >.;�.:.�,. 1 � I 4-- 111 \ 'a. 7 f F^ i ,, SACKEII L SOIL MIXTURE. F >r I II r r� 3 1 COMPACTED I`o B r<' Ch I LL i,+i3 T It -,Ili - x II E W'� Wd X upE SHADE T REE AN PL T DETAIL L . M r -� 4��A AUVNF' Hoff /� % _ A MMt►•5Tr'1&W Y r-4 - ION i1 GAU"E ,h*;:-} -, - .- -' YSHAELOW 6Atk ►trACkl V - 7•SAUCLR /r"S m C h&DE �11 r • ` - ._ ...IUAC CFiLL &Ot WIVRE `_ COWACTED BAI;xru mxT1c *" •�n, A,6, �em �i� �� I. � d 1�6 I,. .�, t a C f r .10 �.1 4' SNOW PENCE WITH 6' META,. FENCE POST To �� ==== = �/ I r�rr� MEN rb �te MONO a,12MMEMMa■ 1 �, u r r s • LINE I', I --- J_ . . TREE R E PRESERVATION ESE Y R T l CAN F EN 1' . -,r i i. PRUIX ONLY AS WEDED r smpaD EQ Fimm MULCH 1 r#M GAAD! € " , COWACTED 6A XFLL mx7UFtf. W wTS. ' . . . n[J EVERGREEN TREE PLANTING DETAIL SHRUB PLANTING DETAIL L+i Y NEEDED ti ? W14APf ING (F RAE FAU 1uS1A, A110.N ONLY) A'Sr WAD BARK MULCH 3- F14PI VtAJ)C ctAX1 As *MAD NI S. ORNAMENTAL TREE PLANTING DETAIL Landscape Notes I. Final placement of plant materials shall be approved pp oved by the Landscape Architect before lantin erations p g o p are to commence. 2. All disturbed existing lawn areas to be return ' returned to existing conditions. 3. All shrub planting areas to be covered with " 3 layer of shredded hardwood mulch. All round cover beds . g shall be covered with 2 shredded hardwood bark mulch. Mulch shat . I be uniform in texture and color and shall be obtained from sawmill or lumbering operation. No utility ulch r y or processed tree trimmings will be allowed. 4. An approved pre- emergent herbicide shall be applied In all planting beds at a rate specified b manufacturer fo I a y reach plant variety. 5. No substitutes sti to tes of plant materials ri als will I be allowed. e d. If plants S are not available the contractor tractor shall notify the architect I to ct . y prior to bid in writing. All plants shall be inspected s P e cte d and tagged d with project J e ct I.D. a t nursery ser Y or contractors tra cto r s o p er a do ns prior to moving to job site. Plants may be inspected and approved ed job p pp or re e ct ed 0 n th e sit J e by architect. 6. All I a p nt s shall meet or exceed American standards for nursery stock 1996 edition as set forth by American Association of Nurserymen. 7. All landscape plantings shall be g guaranteed by the landscape contractor for period of one year following . p y ollowing final inspection by architect. At the end of this eriod plant material t p p termed dead or unsatisfactory by architect shall be replaced at no additional charge b y the contractor. 8. Peat moss to be used on project shall be domes . P J tic or imported material, chocolate brown in color and composed p ed of partially decomposed vegetable materials. s. Peat moss to be mildly acidic in character and shall be approved b pp y architect. 9. Backfil) for tree planting shall be 75% approved ' pp d topsoil and 25% approved eat moss. T . p op layer of backfill shall be 100 existing topsoil a 5 -10 -5 analysis slow release fertilizer shall be incorporated into backfill at approved pp rates. S: \41760D\Misc\ August 26, 2002 PLANT SYMBOL COMMON NAME PLANT HEIGHT BOTANICAL NAME MATURE R or CALIPER E SIZE t:M...N. - a. Al �.. I 1 �` SHADEMASTER HONEYLOCUST 2.5" 1 �4R�.wr�� Gleditsia triacanthos inermis Shademaster' 50 10 NORTHERN RED OAK Quercus rubra 3" 50' (n CLEVELAND PEAR Pyrus callerya:ria 'Cleveland Select' 2" 35' 0 HERITAGE RIVER BIRCH Betula ni ra 'Fla.rita e' g 3 10 -12' ht. 40' HARVEST GOLD CRABAPPLE Malus 'Har ./est Gold' C) ROBIN HILL SERVICEBERRY Ame anchiar x gi-c ndiflora'Robin Hill' 1.5 -2" 20 -30 GALAXY MAGNOLIA Magnolia x quinque?eta'Galaxy# (D WEEPING WILLOW Salix babylonica 2.5 45 , NORWAY SPRUCE Picea abies COLORADO SPRUCE Picea pungens 6 -8' ht. 50' U WHITE PINE Pinus Strobus 7 -9' ht. 701 1 1 (SHRUBS) () EUROPEAN CRANBERRYBUSH Viburnum opulus'Compacta' ORNAMENTAL GRASSES Miscanthus, Pennisetum, etc. SAND CHERRY Prunus cistena VARIES VARIES BURNING BUSH Euonymus alata'Compacta' STREET TREES (D NORTHERN RED OAK Quercus rubra CHINESE ELM Ulmus parvifolia (Minimum 1 tree per lot) LONDON PLANETREE Platanus x acerfolia'Bloodgood' , REDMOND LINDEN Tilia amed can a 'Redmond' 2.5.3 40 -60 BLACK MAPLE Acer nigrum SCALE I "= 80' i �_ st"PPduwAm & a66 9two CONSULTING ENGINEERS LAND SURVEYORS (317) 849 -5935 FAX: (317) 849 -5942 1- 800 - 728 -6917 9940 ALLISONMLLE RD. - FISHERS, INDIANA 46038 m co Z 0 > w of 1<1 . . I LIJ I._ Q till 1 f l 1 1 �.•�` ` u • sTOEpp F ' � . , ' **e %% • A . � .. J • • ; % % oft 00 � F . O 4 0 • r Oi ft. = : 19358 - : = .10 - • • 00 • -o •• STATE OF a% 00, 00 'Po • � • • ..- '%�z c. ,SS�ONAL VN .�``% ''����� /11111111��``` Q0 0 T_ \ T V / 0 W LL ^_r 11 / W 0 0 V U) O w (J N O CD V I C14 �► J I (f) I LV 00 V o 0 Q z Q PO Q0 ._I z V) X N 48 4<r Q) Li N -C (n �� v ' � 0 CD C; Lo 00 w -o LLq Z o, Q) 00 Z > - W o r-- I.o J O Q L,L.I Z o Q) �._. CY) ._! � ° a_ W C) Q Z �-.- O C,r) V Z Q � J � Z � Q > w � W � W N a o0 U (,t) � U) w (0) � Y W z Q Q v, J J Q Z _Q 0 Z W Q U DRAWN BY: CHECKED BY: JDH EEF SHEET N0. S & A JOB N0. 41760S7 . ; ;m- : I , � �, .. . I J fi. X .) ,L C -. .7 t 4 4 �.. n '- / i : fk i - -•fe, Y <., "t. Y_�.�>.\ �✓ :t rf �.1 Y 4x) 5'j., X ',\ ',4 1 /' + \. 1. Ca�9 \ _ « 4:4- _, t 13.90 r / ... e . v: .. _ ... S \ , e. _._ ..._.___,, _ 9 jj • >>'le., " b a il_ t i / + y < -eW_ .. I .. .. t i < . . . I�D i , t: - -W ,. ^ -,. -..... +'-- '' -..< �. .. �. / ��:� (Y >> f e- ', e }< , _ yl+ `S C + *.` f t `'k *, -1 1: PLACE :< «> f4.f .. .. +. y 4t� _ :. ._. ,., -:. ._ -... .: t _. .. s ._ ,:r '1 -:.:. :. -.... ,., �... t< i- s <..�:, s: , i \ 1. Al j } E : a '� / ",r _.. _ -i W.... z_ ,. ', .. .. "Y f p - ' " .... t , mot.. -_ :..+.: 4.._., -_ ] tl �\ ���\ �i -,. < t l f t .. t+ d S 3 _.. ., _, < ...._----- ,---- - - - - -- - .. ? .1 2 < - - fie > 5 1 w'� y � T x \ ` � �' \ t \• r [G ! +. .. , yS . -. w.. +. ,.. _ f �.. , .. .. ...- , T .x 9,`1 i .. � A . r Y `4. + , .. . :\ r �. +. % .. +. ./' 1 , . v w F 1 NOTE: ROOT FLAIRS TO BE PLANTED AT GRADE .PF"il -INE ONLY AS WEEDED - AVDDER HONE #JULTrSTFIAND WIRE OR 14 GAUGE WIRE _� TREE WRAPPIN13 (FOR FALL INSTALLATION ONLY) 7' FENCE POST (AS NFEDEc) ..�.... 3*SHREDDED BARK MI CH . w . 3 *SAUCER j fi F04SH CAADE ,f: :.'y /. , ' , t ..� , , �- 3. % a, IrxT�v� soy. h >.;�.:.�,. 1 � I 4-- 111 \ 'a. 7 f F^ i ,, SACKEII L SOIL MIXTURE. F >r I II r r� 3 1 COMPACTED I`o B r<' Ch I LL i,+i3 T It -,Ili - x II E W'� Wd X upE SHADE T REE AN PL T DETAIL L . M r -� 4��A AUVNF' Hoff /� % _ A MMt►•5Tr'1&W Y r-4 - ION i1 GAU"E ,h*;:-} -, - .- -' YSHAELOW 6Atk ►trACkl V - 7•SAUCLR /r"S m C h&DE �11 r • ` - ._ ...IUAC CFiLL &Ot WIVRE `_ COWACTED BAI;xru mxT1c *" •�n, A,6, �em �i� �� I. � d 1�6 I,. .�, t a C f r .10 �.1 4' SNOW PENCE WITH 6' META,. FENCE POST To �� ==== = �/ I r�rr� MEN rb �te MONO a,12MMEMMa■ 1 �, u r r s • LINE I', I --- J_ . . TREE R E PRESERVATION ESE Y R T l CAN F EN 1' . -,r i i. PRUIX ONLY AS WEDED r smpaD EQ Fimm MULCH 1 r#M GAAD! € " , COWACTED 6A XFLL mx7UFtf. W wTS. ' . . . n[J EVERGREEN TREE PLANTING DETAIL SHRUB PLANTING DETAIL L+i Y NEEDED ti ? W14APf ING (F RAE FAU 1uS1A, A110.N ONLY) A'Sr WAD BARK MULCH 3- F14PI VtAJ)C ctAX1 As *MAD NI S. ORNAMENTAL TREE PLANTING DETAIL Landscape Notes I. Final placement of plant materials shall be approved pp oved by the Landscape Architect before lantin erations p g o p are to commence. 2. All disturbed existing lawn areas to be return ' returned to existing conditions. 3. All shrub planting areas to be covered with " 3 layer of shredded hardwood mulch. All round cover beds . g shall be covered with 2 shredded hardwood bark mulch. Mulch shat . I be uniform in texture and color and shall be obtained from sawmill or lumbering operation. No utility ulch r y or processed tree trimmings will be allowed. 4. An approved pre- emergent herbicide shall be applied In all planting beds at a rate specified b manufacturer fo I a y reach plant variety. 5. No substitutes sti to tes of plant materials ri als will I be allowed. e d. If plants S are not available the contractor tractor shall notify the architect I to ct . y prior to bid in writing. All plants shall be inspected s P e cte d and tagged d with project J e ct I.D. a t nursery ser Y or contractors tra cto r s o p er a do ns prior to moving to job site. Plants may be inspected and approved ed job p pp or re e ct ed 0 n th e sit J e by architect. 6. All I a p nt s shall meet or exceed American standards for nursery stock 1996 edition as set forth by American Association of Nurserymen. 7. All landscape plantings shall be g guaranteed by the landscape contractor for period of one year following . p y ollowing final inspection by architect. At the end of this eriod plant material t p p termed dead or unsatisfactory by architect shall be replaced at no additional charge b y the contractor. 8. Peat moss to be used on project shall be domes . P J tic or imported material, chocolate brown in color and composed p ed of partially decomposed vegetable materials. s. Peat moss to be mildly acidic in character and shall be approved b pp y architect. 9. Backfil) for tree planting shall be 75% approved ' pp d topsoil and 25% approved eat moss. T . p op layer of backfill shall be 100 existing topsoil a 5 -10 -5 analysis slow release fertilizer shall be incorporated into backfill at approved pp rates. S: \41760D\Misc\ August 26, 2002 PLANT SYMBOL COMMON NAME PLANT HEIGHT BOTANICAL NAME MATURE R or CALIPER E SIZE t:M...N. - a. Al �.. I 1 �` SHADEMASTER HONEYLOCUST 2.5" 1 �4R�.wr�� Gleditsia triacanthos inermis Shademaster' 50 10 NORTHERN RED OAK Quercus rubra 3" 50' (n CLEVELAND PEAR Pyrus callerya:ria 'Cleveland Select' 2" 35' 0 HERITAGE RIVER BIRCH Betula ni ra 'Fla.rita e' g 3 10 -12' ht. 40' HARVEST GOLD CRABAPPLE Malus 'Har ./est Gold' C) ROBIN HILL SERVICEBERRY Ame anchiar x gi-c ndiflora'Robin Hill' 1.5 -2" 20 -30 GALAXY MAGNOLIA Magnolia x quinque?eta'Galaxy# (D WEEPING WILLOW Salix babylonica 2.5 45 , NORWAY SPRUCE Picea abies COLORADO SPRUCE Picea pungens 6 -8' ht. 50' U WHITE PINE Pinus Strobus 7 -9' ht. 701 1 1 (SHRUBS) () EUROPEAN CRANBERRYBUSH Viburnum opulus'Compacta' ORNAMENTAL GRASSES Miscanthus, Pennisetum, etc. SAND CHERRY Prunus cistena VARIES VARIES BURNING BUSH Euonymus alata'Compacta' STREET TREES (D NORTHERN RED OAK Quercus rubra CHINESE ELM Ulmus parvifolia (Minimum 1 tree per lot) LONDON PLANETREE Platanus x acerfolia'Bloodgood' , REDMOND LINDEN Tilia amed can a 'Redmond' 2.5.3 40 -60 BLACK MAPLE Acer nigrum SCALE I "= 80' i �_ st"PPduwAm & a66 9two CONSULTING ENGINEERS LAND SURVEYORS (317) 849 -5935 FAX: (317) 849 -5942 1- 800 - 728 -6917 9940 ALLISONMLLE RD. - FISHERS, INDIANA 46038 m co Z 0 > w of 1<1 . . I LIJ I._ Q till 1 f l 1 1 �.•�` ` u • sTOEpp F ' � . , ' **e %% • A . � .. J • • ; % % oft 00 � F . O 4 0 • r Oi ft. = : 19358 - : = .10 - • • 00 • -o •• STATE OF a% 00, 00 'Po • � • • ..- '%�z c. ,SS�ONAL VN .�``% ''����� /11111111��``` Q0 0 T_ \ T V / 0 W LL ^_r 11 / W 0 0 V U) O w (J N O CD V I C14 �► J I (f) I LV 00 V o 0 Q z Q PO Q0 ._I z V) X N 48 4<r Q) Li N -C (n �� v ' � 0 CD C; Lo 00 w -o LLq Z o, Q) 00 Z > - W o r-- I.o J O Q L,L.I Z o Q) �._. CY) ._! � ° a_ W C) Q Z �-.- O C,r) V Z Q � J � Z � Q > w � W � W N a o0 U (,t) � U) w (0) � Y W z Q Q v, J J Q Z _Q 0 Z W Q U DRAWN BY: CHECKED BY: JDH EEF SHEET N0. S & A JOB N0. 41760S7 1 NOTE: ROOT FLAIRS TO BE PLANTED AT GRADE .PF"il -INE ONLY AS WEEDED - AVDDER HONE #JULTrSTFIAND WIRE OR 14 GAUGE WIRE _� TREE WRAPPIN13 (FOR FALL INSTALLATION ONLY) 7' FENCE POST (AS NFEDEc) ..�.... 3*SHREDDED BARK MI CH . w . 3 *SAUCER j fi F04SH CAADE ,f: :.'y /. , ' , t ..� , , �- 3. % a, IrxT�v� soy. h >.;�.:.�,. 1 � I 4-- 111 \ 'a. 7 f F^ i ,, SACKEII L SOIL MIXTURE. F >r I II r r� 3 1 COMPACTED I`o B r<' Ch I LL i,+i3 T It -,Ili - x II E W'� Wd X upE SHADE T REE AN PL T DETAIL L . M r -� 4��A AUVNF' Hoff /� % _ A MMt►•5Tr'1&W Y r-4 - ION i1 GAU"E ,h*;:-} -, - .- -' YSHAELOW 6Atk ►trACkl V - 7•SAUCLR /r"S m C h&DE �11 r • ` - ._ ...IUAC CFiLL &Ot WIVRE `_ COWACTED BAI;xru mxT1c *" •�n, A,6, �em �i� �� I. � d 1�6 I,. .�, t a C f r .10 �.1 4' SNOW PENCE WITH 6' META,. FENCE POST To �� ==== = �/ I r�rr� MEN rb �te MONO a,12MMEMMa■ 1 �, u r r s • LINE I', I --- J_ . . TREE R E PRESERVATION ESE Y R T l CAN F EN 1' . -,r i i. PRUIX ONLY AS WEDED r smpaD EQ Fimm MULCH 1 r#M GAAD! € " , COWACTED 6A XFLL mx7UFtf. W wTS. ' . . . n[J EVERGREEN TREE PLANTING DETAIL SHRUB PLANTING DETAIL L+i Y NEEDED ti ? W14APf ING (F RAE FAU 1uS1A, A110.N ONLY) A'Sr WAD BARK MULCH 3- F14PI VtAJ)C ctAX1 As *MAD NI S. ORNAMENTAL TREE PLANTING DETAIL Landscape Notes I. Final placement of plant materials shall be approved pp oved by the Landscape Architect before lantin erations p g o p are to commence. 2. All disturbed existing lawn areas to be return ' returned to existing conditions. 3. All shrub planting areas to be covered with " 3 layer of shredded hardwood mulch. All round cover beds . g shall be covered with 2 shredded hardwood bark mulch. Mulch shat . I be uniform in texture and color and shall be obtained from sawmill or lumbering operation. No utility ulch r y or processed tree trimmings will be allowed. 4. An approved pre- emergent herbicide shall be applied In all planting beds at a rate specified b manufacturer fo I a y reach plant variety. 5. No substitutes sti to tes of plant materials ri als will I be allowed. e d. If plants S are not available the contractor tractor shall notify the architect I to ct . y prior to bid in writing. All plants shall be inspected s P e cte d and tagged d with project J e ct I.D. a t nursery ser Y or contractors tra cto r s o p er a do ns prior to moving to job site. Plants may be inspected and approved ed job p pp or re e ct ed 0 n th e sit J e by architect. 6. All I a p nt s shall meet or exceed American standards for nursery stock 1996 edition as set forth by American Association of Nurserymen. 7. All landscape plantings shall be g guaranteed by the landscape contractor for period of one year following . p y ollowing final inspection by architect. At the end of this eriod plant material t p p termed dead or unsatisfactory by architect shall be replaced at no additional charge b y the contractor. 8. Peat moss to be used on project shall be domes . P J tic or imported material, chocolate brown in color and composed p ed of partially decomposed vegetable materials. s. Peat moss to be mildly acidic in character and shall be approved b pp y architect. 9. Backfil) for tree planting shall be 75% approved ' pp d topsoil and 25% approved eat moss. T . p op layer of backfill shall be 100 existing topsoil a 5 -10 -5 analysis slow release fertilizer shall be incorporated into backfill at approved pp rates. S: \41760D\Misc\ August 26, 2002 PLANT SYMBOL COMMON NAME PLANT HEIGHT BOTANICAL NAME MATURE R or CALIPER E SIZE t:M...N. - a. Al �.. I 1 �` SHADEMASTER HONEYLOCUST 2.5" 1 �4R�.wr�� Gleditsia triacanthos inermis Shademaster' 50 10 NORTHERN RED OAK Quercus rubra 3" 50' (n CLEVELAND PEAR Pyrus callerya:ria 'Cleveland Select' 2" 35' 0 HERITAGE RIVER BIRCH Betula ni ra 'Fla.rita e' g 3 10 -12' ht. 40' HARVEST GOLD CRABAPPLE Malus 'Har ./est Gold' C) ROBIN HILL SERVICEBERRY Ame anchiar x gi-c ndiflora'Robin Hill' 1.5 -2" 20 -30 GALAXY MAGNOLIA Magnolia x quinque?eta'Galaxy# (D WEEPING WILLOW Salix babylonica 2.5 45 , NORWAY SPRUCE Picea abies COLORADO SPRUCE Picea pungens 6 -8' ht. 50' U WHITE PINE Pinus Strobus 7 -9' ht. 701 1 1 (SHRUBS) () EUROPEAN CRANBERRYBUSH Viburnum opulus'Compacta' ORNAMENTAL GRASSES Miscanthus, Pennisetum, etc. SAND CHERRY Prunus cistena VARIES VARIES BURNING BUSH Euonymus alata'Compacta' STREET TREES (D NORTHERN RED OAK Quercus rubra CHINESE ELM Ulmus parvifolia (Minimum 1 tree per lot) LONDON PLANETREE Platanus x acerfolia'Bloodgood' , REDMOND LINDEN Tilia amed can a 'Redmond' 2.5.3 40 -60 BLACK MAPLE Acer nigrum SCALE I "= 80' i �_ st"PPduwAm & a66 9two CONSULTING ENGINEERS LAND SURVEYORS (317) 849 -5935 FAX: (317) 849 -5942 1- 800 - 728 -6917 9940 ALLISONMLLE RD. - FISHERS, INDIANA 46038 m co Z 0 > w of 1<1 . . I LIJ I._ Q till 1 f l 1 1 �.•�` ` u • sTOEpp F ' � . , ' **e %% • A . � .. J • • ; % % oft 00 � F . O 4 0 • r Oi ft. = : 19358 - : = .10 - • • 00 • -o •• STATE OF a% 00, 00 'Po • � • • ..- '%�z c. ,SS�ONAL VN .�``% ''����� /11111111��``` Q0 0 T_ \ T V / 0 W LL ^_r 11 / W 0 0 V U) O w (J N O CD V I C14 �► J I (f) I LV 00 V o 0 Q z Q PO Q0 ._I z V) X N 48 4<r Q) Li N -C (n �� v ' � 0 CD C; Lo 00 w -o LLq Z o, Q) 00 Z > - W o r-- I.o J O Q L,L.I Z o Q) �._. CY) ._! � ° a_ W C) Q Z �-.- O C,r) V Z Q � J � Z � Q > w � W � W N a o0 U (,t) � U) w (0) � Y W z Q Q v, J J Q Z _Q 0 Z W Q U DRAWN BY: CHECKED BY: JDH EEF SHEET N0. S & A JOB N0. 41760S7 *" •�n, A,6, �em �i� �� I. � d 1�6 I,. .�, t a C f r .10 �.1 4' SNOW PENCE WITH 6' META,. FENCE POST To �� ==== = �/ I r�rr� MEN rb �te MONO a,12MMEMMa■ 1 �, u r r s • LINE I', I --- J_ . . TREE R E PRESERVATION ESE Y R T l CAN F EN 1' . -,r i i. PRUIX ONLY AS WEDED r smpaD EQ Fimm MULCH 1 r#M GAAD! € " , COWACTED 6A XFLL mx7UFtf. W wTS. ' . . . n[J EVERGREEN TREE PLANTING DETAIL SHRUB PLANTING DETAIL L+i Y NEEDED ti ? W14APf ING (F RAE FAU 1uS1A, A110.N ONLY) A'Sr WAD BARK MULCH 3- F14PI VtAJ)C ctAX1 As *MAD NI S. ORNAMENTAL TREE PLANTING DETAIL Landscape Notes I. Final placement of plant materials shall be approved pp oved by the Landscape Architect before lantin erations p g o p are to commence. 2. All disturbed existing lawn areas to be return ' returned to existing conditions. 3. All shrub planting areas to be covered with " 3 layer of shredded hardwood mulch. All round cover beds . g shall be covered with 2 shredded hardwood bark mulch. Mulch shat . I be uniform in texture and color and shall be obtained from sawmill or lumbering operation. No utility ulch r y or processed tree trimmings will be allowed. 4. An approved pre- emergent herbicide shall be applied In all planting beds at a rate specified b manufacturer fo I a y reach plant variety. 5. No substitutes sti to tes of plant materials ri als will I be allowed. e d. If plants S are not available the contractor tractor shall notify the architect I to ct . y prior to bid in writing. All plants shall be inspected s P e cte d and tagged d with project J e ct I.D. a t nursery ser Y or contractors tra cto r s o p er a do ns prior to moving to job site. Plants may be inspected and approved ed job p pp or re e ct ed 0 n th e sit J e by architect. 6. All I a p nt s shall meet or exceed American standards for nursery stock 1996 edition as set forth by American Association of Nurserymen. 7. All landscape plantings shall be g guaranteed by the landscape contractor for period of one year following . p y ollowing final inspection by architect. At the end of this eriod plant material t p p termed dead or unsatisfactory by architect shall be replaced at no additional charge b y the contractor. 8. Peat moss to be used on project shall be domes . P J tic or imported material, chocolate brown in color and composed p ed of partially decomposed vegetable materials. s. Peat moss to be mildly acidic in character and shall be approved b pp y architect. 9. Backfil) for tree planting shall be 75% approved ' pp d topsoil and 25% approved eat moss. T . p op layer of backfill shall be 100 existing topsoil a 5 -10 -5 analysis slow release fertilizer shall be incorporated into backfill at approved pp rates. S: \41760D\Misc\ August 26, 2002 PLANT SYMBOL COMMON NAME PLANT HEIGHT BOTANICAL NAME MATURE R or CALIPER E SIZE t:M...N. - a. Al �.. I 1 �` SHADEMASTER HONEYLOCUST 2.5" 1 �4R�.wr�� Gleditsia triacanthos inermis Shademaster' 50 10 NORTHERN RED OAK Quercus rubra 3" 50' (n CLEVELAND PEAR Pyrus callerya:ria 'Cleveland Select' 2" 35' 0 HERITAGE RIVER BIRCH Betula ni ra 'Fla.rita e' g 3 10 -12' ht. 40' HARVEST GOLD CRABAPPLE Malus 'Har ./est Gold' C) ROBIN HILL SERVICEBERRY Ame anchiar x gi-c ndiflora'Robin Hill' 1.5 -2" 20 -30 GALAXY MAGNOLIA Magnolia x quinque?eta'Galaxy# (D WEEPING WILLOW Salix babylonica 2.5 45 , NORWAY SPRUCE Picea abies COLORADO SPRUCE Picea pungens 6 -8' ht. 50' U WHITE PINE Pinus Strobus 7 -9' ht. 701 1 1 (SHRUBS) () EUROPEAN CRANBERRYBUSH Viburnum opulus'Compacta' ORNAMENTAL GRASSES Miscanthus, Pennisetum, etc. SAND CHERRY Prunus cistena VARIES VARIES BURNING BUSH Euonymus alata'Compacta' STREET TREES (D NORTHERN RED OAK Quercus rubra CHINESE ELM Ulmus parvifolia (Minimum 1 tree per lot) LONDON PLANETREE Platanus x acerfolia'Bloodgood' , REDMOND LINDEN Tilia amed can a 'Redmond' 2.5.3 40 -60 BLACK MAPLE Acer nigrum SCALE I "= 80' i �_ st"PPduwAm & a66 9two CONSULTING ENGINEERS LAND SURVEYORS (317) 849 -5935 FAX: (317) 849 -5942 1- 800 - 728 -6917 9940 ALLISONMLLE RD. - FISHERS, INDIANA 46038 m co Z 0 > w of 1<1 . . I LIJ I._ Q till 1 f l 1 1 �.•�` ` u • sTOEpp F ' � . , ' **e %% • A . � .. J • • ; % % oft 00 � F . O 4 0 • r Oi ft. = : 19358 - : = .10 - • • 00 • -o •• STATE OF a% 00, 00 'Po • � • • ..- '%�z c. ,SS�ONAL VN .�``% ''����� /11111111��``` Q0 0 T_ \ T V / 0 W LL ^_r 11 / W 0 0 V U) O w (J N O CD V I C14 �► J I (f) I LV 00 V o 0 Q z Q PO Q0 ._I z V) X N 48 4<r Q) Li N -C (n �� v ' � 0 CD C; Lo 00 w -o LLq Z o, Q) 00 Z > - W o r-- I.o J O Q L,L.I Z o Q) �._. CY) ._! � ° a_ W C) Q Z �-.- O C,r) V Z Q � J � Z � Q > w � W � W N a o0 U (,t) � U) w (0) � Y W z Q Q v, J J Q Z _Q 0 Z W Q U DRAWN BY: CHECKED BY: JDH EEF SHEET N0. S & A JOB N0. 41760S7 SCALE I "= 80' i �_ st"PPduwAm & a66 9two CONSULTING ENGINEERS LAND SURVEYORS (317) 849 -5935 FAX: (317) 849 -5942 1- 800 - 728 -6917 9940 ALLISONMLLE RD. - FISHERS, INDIANA 46038 m co Z 0 > w of 1<1 . . I LIJ I._ Q till 1 f l 1 1 �.•�` ` u • sTOEpp F ' � . , ' **e %% • A . � .. J • • ; % % oft 00 � F . O 4 0 • r Oi ft. = : 19358 - : = .10 - • • 00 • -o •• STATE OF a% 00, 00 'Po • � • • ..- '%�z c. ,SS�ONAL VN .�``% ''����� /11111111��``` Q0 0 T_ \ T V / 0 W LL ^_r 11 / W 0 0 V U) O w (J N O CD V I C14 �► J I (f) I LV 00 V o 0 Q z Q PO Q0 ._I z V) X N 48 4<r Q) Li N -C (n �� v ' � 0 CD C; Lo 00 w -o LLq Z o, Q) 00 Z > - W o r-- I.o J O Q L,L.I Z o Q) �._. CY) ._! � ° a_ W C) Q Z �-.- O C,r) V Z Q � J � Z � Q > w � W � W N a o0 U (,t) � U) w (0) � Y W z Q Q v, J J Q Z _Q 0 Z W Q U DRAWN BY: CHECKED BY: JDH EEF SHEET N0. S & A JOB N0. 41760S7 Z Q � J � Z � Q > w � W � W N a o0 U (,t) � U) w (0) � Y W z Q Q v, J J Q Z _Q 0 Z W Q U DRAWN BY: CHECKED BY: JDH EEF SHEET N0. S & A JOB N0. 41760S7 Q Z _Q 0 Z W Q U DRAWN BY: CHECKED BY: JDH EEF SHEET N0. S & A JOB N0. 41760S7