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06090005 Civil Construction Plans Section Six Rcv. 9/1/2006 DOCS
7" ,c a c;i to 0 0 N O M 0 d W y 0 0 to V) 0 go i 00 90 1 �• 7 rc/ C100 TOPOGRAPHICAL SURVEY fj •'' WEST I 141ST • V • Cc I > .p PO Q I v I 1 1 S • �• I: / (0 ( f_J © f T j S T '° I © O 911 - LF{ - SANITARY SEWER PLAN & PROFILES C600 ° I T W S 9 I • ! �{ I R T� ` h°• 2 90 ° —A-- -� 1/920 G �g 1 C800 —C803 Q. STORM '917 ST— '426TM � STREET 902 STREET LANDSCAPE PLANS Il Lam, ,'r- ti t� 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 , t +r I i STREET PLAN & PROFILES / INTERSECTION DETAILS / C400 —C402 I a TRAFFIC CONTROL C500 SANITARY SEWER PLAN & PROFILES C600 STORM SEWER PLAN & PROFILES C700 WATER PLANS CONSTRUCTION DETAILS SANITARY C800 —C803 STORM STREET LANDSCAPE PLANS REVISIONS SHT. DESCRIPTION z fY z w i 0 0 Ix W u AN S CTI� SI C.A. #31 175 174 173 176 172 AN 06, 171 177 4 �11 I 178 �� s0, 179 184 \�G� �Q 183 Q` 182 " 1 • 7 r` f ----------- -- __._------ _...... EX�S�N-tHREE _ --------- 3 EEX�S� oN` C.A. #29 170 185 \• r" 186 , t +r I i r I a ___.____- ....__._ 1 ij tr t 7 X ( j f ... ............................... i l 3 ( j i , 'a 7 I -_ - ---- lJL_ THE LAKES AT HAYDEN RUN c'�cN 141ST STREET SE��ON I I EX�S•"VAG 0 r� r' ! SEC�ON aA p p AN I i I I I �”" }�, . t��,+,,'; c� t x � . .#- ' : 11 k .'1 Y �V �IP7ar� � f'A _{.; 1 y;� C,� f' �, c E gg ' .a �ry� �e L .. . . '..;h i• . , _ ii s �: �r� � �.' �y( � _ ' Jk �$ , � �at :t , xx =A • y ,'5-F: •t �_/ e y-r: . ' � / �33p .. 1 y 1 '� , V Y q�j �iam � �Y75 ` { t . { (� 1 � b ''t 4��_ 1 w ,. ~ .. ; .. ' 1 ', :! ' .} _ "` . � Q � t P .• ¢ Fr, 1b .� � d _ '� '�i,eh2-� `( ip� �i�1 _ s '� q ' Y:. _ `, . .- � F ' _i� � y }` 4 iv 4t i l .F F.4r �� �' �'4 \o ' . ; ; � fi ' � cI :€` : ;tk:_; _ .� , � :.„ a i , � 1t °9�e j �' a ,u.�d '� F om PIi Aq� Gt � °-;�y � PI l ,'� x,� 3,'1- .�' ; � .' r- y � � ` x��, , `� - ' + �� � � r e ` t- Y t f j Y .s . f �r }� l��� {i �- R �, ' � a - . >€ •_ . i y_: + , '� .m:; ' � .' � �2 � - . . rz hf },' � J y ` q � q� A r °� s A' a. . � A�,?, ! SOILS T� � } Mi f i + ? c ,- 1 :�- + � - -� � i•:(# r= t• t ' � t , 9 t •� o rA P CrA CROSBY SILT � .. k �P c� �'. - o 1 � �� � `�_ �i'-l' . y-�:�. • F f� LF.' . +yI �O`A M Br BROOKSTON Mm132 MIAMI SILT LOAM O1O0q0005 r� `M Af 11 L Y � A 7r *7 A T k� � a • � � (SJ i' ' i SCALE: 1 " _ X00' 17 LOTS DESIGN DATA = 0.79 LOTS /ACRE 21.478 AC. FOUR SEASONS WAY APRIL SPRINGS VIEW 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: 830.44 L.F. 453.82 L.F. 1,284.26 L.F. STOEPPELWERTH & ASSOCIATES, INC. - ' CONSULTING ENGINEERS & LAND SURVEYORS � I 9940 ALLISONVILLE ROAD u FISHERS, INDIANA 46038 } PHONE: (317)- 849 -5935 FAX: (317)- 849 -5942 CONTACT: EDWARD E. FLEMING EMAIL: efleming@stoeppelwerth.com eft 1 I 136TH STREET i SANS CERTIFIED BY: I 09 /01 /06 DAVID J. STOEPPELWERTH DATE PROFESSIONAL ENGINEER N 0. 19358 „%%% sTOE Pp F�' � `,,moo • ............. -, No. s 19358 -0 ' STATE OF Q _ ., ONAL E . AN I i I I I �”" }�, . t��,+,,'; c� t x � . .#- ' : 11 k .'1 Y �V �IP7ar� � f'A _{.; 1 y;� C,� f' �, c E gg ' .a �ry� �e L .. . . '..;h i• . , _ ii s �: �r� � �.' �y( � _ ' Jk �$ , � �at :t , xx =A • y ,'5-F: •t �_/ e y-r: . ' � / �33p .. 1 y 1 '� , V Y q�j �iam � �Y75 ` { t . { (� 1 � b ''t 4��_ 1 w ,. ~ .. ; .. ' 1 ', :! ' .} _ "` . � Q � t P .• ¢ Fr, 1b .� � d _ '� '�i,eh2-� `( ip� �i�1 _ s '� q ' Y:. _ `, . .- � F ' _i� � y }` 4 iv 4t i l .F F.4r �� �' �'4 \o ' . ; ; � fi ' � cI :€` : ;tk:_; _ .� , � :.„ a i , � 1t °9�e j �' a ,u.�d '� F om PIi Aq� Gt � °-;�y � PI l ,'� x,� 3,'1- .�' ; � .' r- y � � ` x��, , `� - ' + �� � � r e ` t- Y t f j Y .s . f �r }� l��� {i �- R �, ' � a - . >€ •_ . i y_: + , '� .m:; ' � .' � �2 � - . . rz hf },' � J y ` q � q� A r °� s A' a. . � A�,?, ! SOILS T� � } Mi f i + ? c ,- 1 :�- + � - -� � i•:(# r= t• t ' � t , 9 t •� o rA P CrA CROSBY SILT � .. k �P c� �'. - o 1 � �� � `�_ �i'-l' . y-�:�. • F f� LF.' . +yI �O`A M Br BROOKSTON Mm132 MIAMI SILT LOAM O1O0q0005 r� `M Af 11 L Y � A 7r *7 A T k� � a • � � (SJ i' ' i SCALE: 1 " _ X00' 17 LOTS DESIGN DATA = 0.79 LOTS /ACRE 21.478 AC. FOUR SEASONS WAY APRIL SPRINGS VIEW 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: 830.44 L.F. 453.82 L.F. 1,284.26 L.F. STOEPPELWERTH & ASSOCIATES, INC. - ' CONSULTING ENGINEERS & LAND SURVEYORS � I 9940 ALLISONVILLE ROAD u FISHERS, INDIANA 46038 } PHONE: (317)- 849 -5935 FAX: (317)- 849 -5942 CONTACT: EDWARD E. FLEMING EMAIL: efleming@stoeppelwerth.com eft 1 I 136TH STREET i SANS CERTIFIED BY: I 09 /01 /06 DAVID J. STOEPPELWERTH DATE PROFESSIONAL ENGINEER N 0. 19358 „%%% sTOE Pp F�' � `,,moo • ............. -, No. s 19358 -0 ' STATE OF Q _ ., ONAL E . C=) r4 ft%-.. C=) 00 0 to _J 01. Cn "0 W U Cn 0 ca. 0 F- I C:) C=) Cn i�- '0 110 V) C) M ------------ - - ------------ ------- _.1__1.___ ------ ----------- ------ - - - - - - - - - - - - - - - - -- - - - - -- - ----- - -------- ------------ ...... ....... ... --------- -------- ------- ---------- - - - - - - - - - - - - - - - - - - - ------------------- ------------ ........... .. ----- - ------ ------- ------- ------------ - ------------ ------- -- - ---------------------------------------- - - - --- - ------ - --- -- - - ---- ---------- - --------- - --------- ------ --------- - ------------ �,x - X_ X ----------- ------ N A �x---------- 'Af, q --- -- - ------ --------------- - - - - --------- - --------- ------ -- ------ ----- --------------------- - ------ ------------ - --- ------------- — ---- — ----- — -- ...... ............ 4___�', ---------- ------- — ---------- ------- ------------------------ ---------------- ^ -------- ^ ------------- --------------------------- --------- ---------------- ---------- — ----------- — - ----------- ---------------------------------- ........... ------------- ------- -------------- — ------------ — — ---------- — -------- --- — --------- ------- ---------- -- — ------- -------------- -------------- M X CJ X 7 T T. ----------------- ell 497 _Q/ 9A ----------- je 0 973 21 C. P. - - ----------- 913.82 01 .=908.90 =91 .82 INV.- -41 909 0 4 ------------- ------------------------------------ ------- --- ---- — --- ---------- ----- -------------------- ----------- --------- - ------- ------ ---- ---- ------- ---------- ---------- T.C.= 911.94 ----------- ------ ---------- - - -------- ----- - ---- - ---------- - - ----------------------- ------ - -- INV.=909.74 ------------ ---------- .................. 918 --------- - ----------------- ---------- ............. ---------------- ---------- .......... ------ ------------------ - - ------- - ------- ------------ --------- t 91S 91, 0) ------------ ---------- ------------------- ------- ------- ------- ---------------- --- — ------------- --------------- ---------- .. .......... ----------- ------ ----------- � ------------------ ------ -------------------- ------------------- — --- ------- ---------- — ----- ------ ------------ - ------------ ------------ ------ ---------- -------------------- ----------- — -------------------- ------------ ---------------- t ............. t Gil --------------- f ----------- — - If -------- ---------- -------- ----------- < -------- -------------- — ------ ------------- 00 C-=� 9 7 1 .21 902-22 NW W :IN 90m f ........... ---------- -------------------- ------ ------ ------ ------------------ ------ J 4D. i if ell ------------ �0, ........... f f T.C.=911.64 ---------- INV.=908.66 ---------- f f ---------- ------ -------- C14 X LLI -- — ---------- --------------- --------- ------- I --------- -- I-M X LEGEN D —> 0 0 0 FLOW LINE CA TV— CABLE T.V. LINE OHE 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 M.S. WATER METER B-20 WATER VALVE TELEPHONE MANHOLE Ld 'GAS VALVE PAR 0 POWER POLES 120 (0 z 0 \.1 NOTE TO CONTRACTOR: CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM S-VOEPp THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES., T Is LZ STORM SEWERS OR STREETS, CONFLICTS AFTER CONSTRUCTION 0 % P;A BEGINS ARE SOLELY THE CONTRACTOR/S RESPONSIBILITY, No. 19358 so .0 -0 0. aft 00 0 STATE OF % 4W 0 'Zo SCALE: 1 11 = 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 po 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 R.R.S. SET @ SOUTH SIDE OF PWP.#838-1623, 4TH POLE WEST OF TOWNE ON NORTH SIDE OF 141ST STREET. ELEV.= 913.80 .�_zA #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. 2001± 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 @ WEST SIDE OF A 18" TREE AT THE S.W. CORNER OF THE HAMPTONS TRACT OF LAND. ELEV.= 916.46 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. 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 quality as specified for fills herein and the source approved by the Developer. It 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 pad. 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 construction of improvements as designed. 13. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of protective measure to be taken, if any, to preserve such trees. 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 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. 6. Sl TE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom 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 FIRE HYDRANT 0 MANHOLE LIGHT POLE El CURB INLET > END SECTION 0 E.P. ELECT. PEDESTAL T.P. TELEPHONE PEDESTAL 0 TREE X 790.10 SPOT ELEVATION 790 ___- CONTOUR LINE M.S. MAILBOX B-20 APPROXIMATE BORING LOCATION NUMBER 120 (0 z 0 \.1 NOTE TO CONTRACTOR: CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM S-VOEPp THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES., T Is LZ STORM SEWERS OR STREETS, CONFLICTS AFTER CONSTRUCTION 0 % P;A BEGINS ARE SOLELY THE CONTRACTOR/S RESPONSIBILITY, No. 19358 so .0 -0 0. aft 00 0 STATE OF % 4W 0 'Zo SCALE: 1 11 = 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 po 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 R.R.S. SET @ SOUTH SIDE OF PWP.#838-1623, 4TH POLE WEST OF TOWNE ON NORTH SIDE OF 141ST STREET. ELEV.= 913.80 .�_zA #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. 2001± 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 @ WEST SIDE OF A 18" TREE AT THE S.W. CORNER OF THE HAMPTONS TRACT OF LAND. ELEV.= 916.46 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. 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 quality as specified for fills herein and the source approved by the Developer. It 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 pad. 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 construction of improvements as designed. 13. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of protective measure to be taken, if any, to preserve such trees. 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 1-800-382-5544 within Indiana or 1-800-428-5200 outside Indiana. 6. Sl TE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom 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 __J DRAWN BY: CHECKED BY: JDH— EEF SHEET NO. S & A JOB NO. 4176OS6 Q0 0 * *� Ld LLJ V) F� C,4 CD c CD 00 c� 00 48 X C) LL. CN r__ 48 LL_ Lr) CD C) 00 LLJ LLJ r4-) 0-) Ln Cr 1 Cy) 6 00 LL_ LIJ C) r-- 0 C) Q) 0 C0 C/) __J DRAWN BY: CHECKED BY: JDH— EEF SHEET NO. S & A JOB NO. 4176OS6 �O F� __J DRAWN BY: CHECKED BY: JDH— EEF SHEET NO. S & A JOB NO. 4176OS6 J� T a Q N M 0 N r`1 00 O J Cn /0 ^:r W E _O w w 0 ''4a ;l 0 U ,--1 �M • 9151 v 2 YEAR ELEV.= 909.81 _.,,F r ;� o o o o 1111 _, ,. r, f- fw z� a. < .� � t i , a - 10 _�YEAR....ELEV.= 910.68 ;�, ` r o , i 918 r_ �II1 =4 917 P <t 100 YEAR ELEV. 911.90 �. I 2.o D w �` -� �'� 135.00' 915.0 914 m 916 ' : 1 4. --- �' N o 915,' #aN BOTTOM ELEV. = 900:75 ,fir ' �` '} a t } 66 549 ►v o 0 914.6 915.1 X` t* t t 4 M FP G= 913.9 I N :.,ti o I �- 1 --� cO �. LA'.a i ` ,p N = _ qit * ° ,4 C.A. 31 yM 44' -B `S < 66' X . >. 1111 ,, v �O t ti, VAR _o.U. &S.S.E. &L.M.A.E. o I C. A. X29 5 N n __.,. 1 80' w`� _.. f Z W � . , . - , t -..." . . .` t,. A T f f - -t- , 4::.. VAR. M. .E. I q 1111 . .. -� -,:a- D.U. &S . . &L. r� F�r v ,. I � , ;�M � can S E I _ ,. 9 5.4 _� F,:., �� :. 1 Nr }.. . , ,. >., r co 173 ____.___.__ __...___.. __.__.___ ____.._.__ ___ 1111_ 1111___ _. "._ - "b.. t ...,.. j Y 1111^r -' 7 ....,.^,r..t 1111.. , ., ....n I ,._, r j 1111. _.: . _ 3 M ,?r 1111. -,:. <,` r - ' "•.v„ .._..... ..._..>..,.,� 1111., 1 ^ 1111 ., 9 `, �, .. � �wr.,,� 15.9 � �, ❑TES .,- .t,. _..a_ 1111 _ SWALE j ,� ,�� _..,,_._._,.,,.___' - 137 L.F. ©1.09% �1 I -., a - ar 914.9 ` y: MIN, FL ❑ ❑D PR ❑TECTI ❑N GRADES ❑F ALL STRUCTURES FRONTING . 3 * 1- > _r.r_rr "r _ rr._„__ r,___._.__ _____r.._,____r_______ „______ -; ,f 1111. "1.111 ;, .,._ n __ ,-�... , , ,' �� ,.` -� yj . iq LAKE # 1 SHALL B E N ❑ LESS THAN 2 FEET A B ❑ V E ANY A D J A C E N T 119 5 g 1? 13 W I. , f 100 -YR, L ❑CAL OR REGIONAL FLOOD ELEVATION (WHICHEVER IS BENCHMARKS: r ` a I SWALE �, � 1 -� 91 �O ° �,. x 1y 7 GREATER FOR ALL WINDOWS, DO ❑RS, PIPE ENTRANCES, WINDOW �`� o � 240 L.F. @ 0.88 �? r�.r - A q , ��. I , MFPG 913 9 \ _ ;_,. HARRISON MONUMENT FOUND @ 136TH ST. AND TOWNE ROAD. _• > - "" _�._,` -' � -" _ N k xi: WELLS, ETC,) O 01 1 � 1 �- , . ..\ 176 ^. } ��- ELEV. - 910.91 �` ��/'� w ' -. 915.9 \ ��. HARRISO N MONUMENT FOUND @ 141ST ST. AND TOWNE ROAD. ° W. -� c3' r 0 172 �,'i"( o �� �� �•� °� 916.4 ELEV.- 911.36 I tr I ���I \ V J < \ S &A #1 - R.R.S. SET © 24" TREE (SOUTH SIDE) 1' UP FROM GROUND, /,/ ,-- --,' _l ,��o. S.W. CORNER OF WETLANDS @ THE LAKES © HAYDEN RUN ° 11, 65 �\ �'� \ ° \ °' .� o 4 t - .��pg ' 6rp # \ � �O ELEV.= 915.88 ' < � _ r r MFPG =913.9 s, i \ ,\ �f . •�. o, Ax °� �� 171 j. t i i a r+. ..: >` 177 s � \ \ R.R.S. SET @ WEST SIDE OF TELEPHONE POLE 3RD POLE I • •s \ '� j S &A #2 rr__ _ * >> s 916.4 f \ # } x NORTH OF 136TH ST. ON THE EAST SIDE OF TOWNE ROAD r_1 916.4 { N SxtiF\ r \ �s. f �Q °� '� ELEV.= 907.84 f N Q\ •� \ rr, y�� . o,` / Q /\' �/ , i S &A #3 - R.R.S. SET Q WEST SIDE PWP. #198 -293 w /LIGHT C� EAST o SWALE ° \ / o °, -9�\ O O \ . r 210 L.F. 1.00 ° / �Z O 9 Oa \ '� '? SIDE OF TOWNE ROAD AT THE NORTH PROPERTY LINE ADDRESS, ` "._,_.•.r - O O ° "` r APPROX. 600 f SOUTH OF 141ST STREET. o, / O o� o, ^� _ r ,9 ��� / °� / - \ Y F t __. V. = 912.91 M - - J' °�� . �• / / 42 \ \ y 915.8 > - �._ .. ° ►� ►� , Xoo sx 4.:` :: ;, "1111_._ - 1111.._ . O i < o o g 6' /�. / O Y \ x S &A 4 - R.R.S. SET @ SOUTH SIDE OF PWP. #838 -1623, 4TH POLE "^ - -- ` y O g0 • , �°' \ �s o �, l . I TOWNE ON NORTH SIDE OF 141ST STREET. �._ - WEST OF MFPG -913.9 \� o, °� \ °�� �O 'r'� ° ��, �� v }^ ., /�,' 178 , / •� o l' ,. ELEV.- 913.80 J � A 0 915.0 / / d S &A #5 - R.R.S. SET C� SOUTH SIDE OF PWP. #838 -1629, APPROX. 150 f 4 nn� �l �` \ u n �• RTH SIDE OF 141ST STREET. ^ �'` • '' v } r d WEST OF ADDRESS #2828 ON THE NO -" o� O - / 184 ,� / :� . 1 t ELEV. = 915.9 7 ;t _ ,_, . , ., _ ..,.M _ x O �, fi k _,________ ____ ___ _____ , .. _1.11.1._..... i ,7 MFPG 913.9 { ti 'S .� 7 / 0' 91 6.2 QR ' � o �: I / d a - /� p�. / s P' i 0 179 / : f S &A 6 - R.R.S. SET SOUTH SIDE OF PWP. #838 -1635, APPROX. 200 f WEST s SWALE O°' �� �, 9�A Q� o� \ \ �6 , �F,• f F # 76 L.F. 1.05 �R �s 914 6 / 1 \ 4 �,O ' OF DRIVEWAY ADDRESS 3121 ON THE NORTH SIDE OF 141ST STREET. 1`°' s! 'F �, o °/ `�, \ �\ ' ' f `� ELEV= 920.14 �`� / ' /�' / P �� oo / , \ o• �G�\ O } �, a J. .o / �,, \ " PROX. 35 f EAST / • o o / / '`t •mss � \ f S &A #7 - R.R.S. SET ®NORTH SIDE OF A 30 TREE, AP w„ � o •� s � < ..r.,_: ., .�.., ^1111, _,. ►� YEN RUN TRACT ON o s ° \ 9 -- M,_ _ ". o F THE RIDGE AT HAD >> o- 0 9 / 15,7 OF THE S.W. CORNER 0 < M.." MFPG =913.9 •�` .� / O �� THE SO UTH PROPERTY LINE. ., f , 83 ,� - 1111 ^ _ nN. _ „ 180 �� \ /�. °°�° 915.0 �� ELEV.= 917.99 1 914.5 / `i �/• ° / \ F i `'' ° ® 00 / / " , / 00 • h .t as i J A 8 - R.R.S. SET C� WEST SIDE OF A 18 TREE AT THE S.W. CORNER . ^- _."-," $, 6' -' / i � s OF THE HAMPTONS TRACT OF LAND. 4 / ��, �x o� ;° / o- \ 1 + �• 6 o O / Q / O o 0 ELEV. = 916.46 � } / / , I I r, '` '� 1 8 2 O O o Ire } ° £ } � I / �' 914.6 �• i r w <` i < „ I ai ` /'F s � • , 5 ` SWALE O 6' O '19 I < A r 1 I x FM O ,� 6'. 1 °� 182 L.F. @ 1.10% }j j 3 < S C li R 4 } O• �' S i > 9 ti O r f �.,.1/ + < 1 ��' %sue •T % Q, / O I s t _x_ X G ' .: _ ��:��t�.�_. <..�., __ , 1111_,__ .,._:___ �__ ,___ _ ^___ 1111 ___ ______________ __ _,t »..xs..._a :_, ..n .., „_._� 1111 .._.__._ _ „r,. 1111 , __ _r,.r o o' �/ V } 546 0 t ; t rn,_. " ". _ . u.. 1111 __> / _,^ ,,_ _ ,.___.___ 1111.:_ ._ ._ _„_,,,_:,, . _ ,, _ _ ...,:.n , . ^_ .. - : -, 1111 �, - ., . >, »...w,w. .f V1' • , 1 q 1 11 k i t ,., '� �s�` `LO , V *0 O __ f �, •�, O SWALE A •F` ® Qfl' 120 L. F. 1.00 F.'. : __ i .__...._ _ 1 1 5 _ n ,.n._.,__..____,.r. "__ _,_ 1111 _ t_ F. ».� n_ .,. �,, . M _ "1111 _ _ , , 1111 „_,_ „�,� ».._.F » » t / ,,.n_ 1111.. �. ._. ., 1111.. ..n. :: ^1111.. . ^. .,,.r -.. ,_ _._._,._...,,__.. _,. _,.,..,._,._.,_. .,_ < ,...._.,_..._. ,. ,..�,._,._ ... .......... _ 1111,„ 3........,.... 1111. ,..,:.,._.. „ _, ..,,_,,.._ 1111. r. y. „r ,.., <. _ 1 i r 1 } O O . __, , _ ".1111 _1111: __ _ _,.__ .._ 914 .6 4 . _-_ 1111 -:. :.. 1 _ ,_ ,., ,.. -,., :. a .:, l 1111.: : -. - - _ _„_,.,,._,_.__ ,.. ,,_ . ".. , :_^ ". ,. ,_ ,: .. „ _ ^1"111. ,. - -. , ._ , _.._..._.. ..._,_ - _ " ,_ __. .., ^^.., ,_, 1111 ',- 1111,_ ,, ,' ^'1111.. :-- ::_.,r. ,, ^1111_, n._,n -,. - -_ 1111 - -1111 .._. -. :: .. '_,,r t � N < ✓'• _____ y ' t O M V _ :.. _, _." 1111. , ._. ^^ __ . ,,.__._._,. _ ____,._, __.,._..,.._.._ _,_ , ,,. ,...n,._ r__,_,____._.,rnn,n,__.r: ___n_ __ -_"_ -_ ____..._ ,_....nr,, .. „_1111.. ^, .... ..........:,rn j } `1111 t... - . r _ ,. -- _ -. :- , _ ,. y..., f } , } 220 f 'y ,k_� `Y } p Y Y s f V • y t i , ? ...... , , , .. ... .......... .. 1111 -., 1111 -.. -. 1111 -1111. l :: 1111:.: ,.:....,.. 1111., -,_ -1111" . :., <,. 1111 :1111..- .,,...:. "- - 0 ar '.. -- _- , ".. .,- . ^ „_ -. --.:, _,-. 1111_. . : "_ ^,,. ;:.,..,.�;....,.. 1111 � i 1111„ .,.,,:..,_,._ .. .., : 1111.. 1111, 1111_., .,_._,__ ,_._.,,.,,,_.._.. , <: f '` r� O O• I t __ 1111 1111, \: t i . ' f. n j _.,.._..,.. „ _.. ,,.__..,._,.r__,__.._..,.,,... ^1111.. .r `4 ?7 ,_., < < k 1 O f _..___._r "1111 "1111__. w ^ r_,__._ 1111_ __ _ ________________________..___._ :._ 1111 ",__ 1111 ^ ^ :_.,_..___ n_,_n__.__._.__n__ __._::.,__ ._,:,____.___.. O _ t r" M . t s i r / Q q I { nO• ° ' f J O ` t ` .' .. } ' =s'i 3 _ SWALE ,,,. • ; / j i `q Q $> 90 L.F. @ 1.00% i > Y • J i t q . .t } r \./\ i i i 1111_ +I _, nr_rnr_.._ 1111,. ,. _. _r,.. ,._ 1 1 _ „_ __... 11.11,:_ _,_,.__,".,, r...n_n,__,._r__r_rrn__r. _.:__r.,_.,.__,__,. .,r_.r_ i r,' S - 3 r .n 1111 ......., „ ri" r__rr, _ "._ . ... ......... 111x., s.�'_ it ! a" • , 111 r k �1 1-- - -11_„ \J __ ____.._,__ "__,.r_..n.,_____ .. iq , "} } i - _,____. .... ... .............._,....... ___ ^1111. t .,.n:.r ,_ i j - } ,. s t t s k t 1111. ,; 1 i �. s d ; 4 i y `t 1 _ i < y 1 ' ` t ? _ __ _ ^.,. 1111 _, _ ^ ,_. __ , , . 1111 _._ A ° } 1 __11_11___,._ 11.11 „ 1111 .r.____, y i a j 1 a l : - < > r, > q ti . } i e } 4 4 F i z 0 } � Ti } . t I , f } ` f N. 4� *�tT F i .Y fY `V F ` } q } SS _ '; ii CO } 11 j 1 } 2 } i q_ i i i ` .4 } t 1 �i t j• r< t 1 t y i i . ,: Y F t :' `i { s i i \ t C. t A } t s r� 9 ' �`f t 1 } i T y •t y" } < f `r }} �' ? ' `� a I ii q4 FMS i} ` °'.y ;'� / < ^, 9 . I 11____11 _ _r_ , r_r_r,_____r_rn.___.___- __I_.._ _r_._.,__ SWALE } i' a "_....,, _. 1111_ ,..._r...._, 1111..,- .,.w... "_..` ___...,...,._,., ^., __.,_.__ _,.,..._ ... 1111,. ,..a ; _., .._ zz <__.._.._,.,.. .. 11-11 j< '} i. :} ? 113 L.F. 1:24% C.A. #30 1 4 < r 1 1 A VAR. D.U. &S.S.E. &L.M.A.E. } 111- - __- __ n.,..n_____ __________n__n._.____.______ . ? � t < 3 i -1111_ 1111._, ,..,..., ^..p_... ....,.,,..._, _ '`- 1111, ,.___,.,_ _ .. .. .. ^ .._ # rr,...,..rn_ 1111,_ .,.r_y 4, ,.,_._^_.._.,_.. "___ _ q :' __, .,_ _. ..} t r- i I STORM CHART i i i . }. 9 i 3 r i i _ g # S `t } ty, t. 9 _ /�� LEGEN D ;_ .....�y <,.,.� : ,. : ;��- r- �._ .,._ : :�..� EXISTING EDGE O F WO 0 D S ___ _. 1111._..; .f V _ __ 1111. __r___ ._. EXISTING C O N TO U R - "_ -- - - -- t _, - - -= ---- -.. - -- EXISTING SANITARY S E WE R 1111 ._:::::A 1111: a:_ EXISTING STORM SEWER NE SE PROPOSED GRADE M.E. MATCH EXI STI N G 870 PROPOSED CONTOUR 221 PROPOSED SANITARY SEWER SCALE: 1 "= 60' - - PROPOSED STORM SEWER ���- PROPOSED SWALE DOUBLE CURB INLET PROPOSED 5' SIDEWALK (BY HOME BUILDER) 909.77 (DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS) 223 1 oo LOT NUMBER 910.01 874A PAD ELEVATION CONCRETE END SECTION W U PAD SIZE: 60'X60' E 245 (UNLESS OTHERWISE NOTED) M.F.P.G. = xxx.xx MIN. FLOOD PROTECTION GRADE E W DENOTES 4" SUBSURFACE DRAIN TO LOT CURB INLET w MH 913.45 DENOTES 6" SUBSURFACE DRAIN ROLL CURB STR. N0. TYPE T.C. RIM INVERT DIRECTION 219 STORM INLET 912.50 909.11 NE SE 220 YARD INLET 913.00 909.48 NW SW 221 CURB INLET 913.30 909.71 NW SE 222 DOUBLE CURB INLET 913.30 909.77 NW SE 223 YARD INLET 912.00 910.01 SE 244 CONCRETE END SECTION W U 908.75 E 245 CURB INLET w /MH 913.45 909.07 E W 246 CURB INLET w MH 913.45 909.18 E W 247 YARD INLET 913.00 909.57 NE SE W 248 YARD INLET 912.00 909.95 SW 249A YARD INLET 912.50 910.15 NW 258 CONCRETE END SECTION � 908.75 N 259 STORM INLET 912.00 909.05 S 260 CONCRETE END SECTION 908.75 NW 261 STORM INLET 912.00 909.25 SE 262 CON C. END SEC. w T.G. � 908.75 N E i :1 a J I b �;F �` .z ti f } d I i � i t��< < . r t j _ _+ <, a ) < :. f , F k i 1 ,,....._ „ �. :._ , .. _. Y j j • < - .r . Y ? `i b t r j ri: i` t.,. }.,I a. I 1 ii 1. s_* : q ; i r EX q F r' 7 `_i I t t °. d i o t f 1 ` i a I s e . Y N I o i 3 1` ) 2 I t, F ,. f' `s 21 8 s; }} e fi $ f; i f t : I a, ? } i x r. } i 3 }fjy w I YY - +' d i < 1 , ;,. } ,i ; • i x 7 t i_ _:.r..__._,_,. ^....._._._...... _ _,, 1111,, ._ ...i . . . . 1 i y:; _ _ ._...._, _. _. _ 1111 1111_ __ , ._ ., __ ._ _.. _ ._ _ ._ _ _. 1111 1111__. .__r 1111 �,. } i i t r I I t i t I r I tq 3a r < i r ) , i i . r }! ! } it a a 1 Si } a ! j I I I tj` j r ,: , If .x }' 1111 ,__,....._,___,_..,_I 1 . - .r,..y._r_I r q L__....,,___„^..,,,____._..,_, .............. .....,_., ,_ I „ __.:,i_,._... ._ - ^,«.; 1111., .,r......,.- .- ,...,,.,,... -.. ...... ^_.._^.,.- 1111,. , .,,..,...^_: .............:..,. :_ ' i,.,.._,_ „_„ ^ai...,.,n__ ^.,_ :- _ .._...r .. ,, 1_111_.. 1111.._.,._:..,,,. _...,_...._ _....._..-...,. ....,,,,.......,,.,i .,,.r_ : 1.111 I _, , , i ; j } 550 \ "\ i , :9 , � \ M: °s 2 oo.� , K� 6 � 7J °� i /L • • i Y:. t " f 1111 1 0 �f :186 ` . : } } h. .,_ cc�/ • �� :,� 188t 915.2 4__ 1111.. ,, j >} i " ^. i A 189 � x��f4 _M g'� y r �. _ t E 'i t Z /� � . '{ a i.,, t v' �, �,F 4 y '; a \ �,t ^ „r• i i 1:} - . Y. Y� i a y t "/ i Q V ' / " "(�� O..• ". „J` 1111". ;�; ; y > 1 t, r4 4. r .{ v ,S 1, t k -i. , t > << i i y :i '`•i \ / t y V •a i' • t . � i t Ss ,4. } t r }. i i } : : 1 a 4T t t <a - 1, x t i %. 4 i ri i i; Y A 4 �. - ' }' i. 4 * < q. 5 q'�Y i 4 Y-- Y 4 l x ?r } 't S i_ 7 t y q }5 EX , � r r t: y 1 I t y i °y _ y i t k a q -_.,>� } t t 't1 } ti, t T4 i \-1 (t5 1 Y <� x , � }1 190 �' }� l Y ? Y S t ii i : 4'. k9 l t* t b f 4 1 q i t . i x }. 1x"11.. } . } }; i ..,,•� t t i it 1 `0( 1 b i . i S i. k t _+ q t i ,. } �i {� i t< y; t i' a- 9 1 c t k w 5. I 1 i s + < i 1 "} 3 Sti,..�h :.� #( ,q,. t ti 1'r F } iy •i 4 Q } S} i i< t I � } ' ' }, . , � r' Y I ; y f 1 t � ` ;, 4 s 1 .i i � 9 q 5 } y I }< l } }' l f z is ; i '4 � i I 1 ti i `4 i i E < j, L i{ 3 r �< 'i j } z 9 "} } yy k 1 i t { i � t._ 1 y t 1 t y e 1. 14 3` 1 S } k f } 4 ti t, } , ». "1111,, ,. , :: 1,..- x a v r t< > } Lz » »z�... » -<:. 1111 t l f} t i 1 i i <) 1t t ,' a ``i i ` ` 4 a } } .,_____..r 1111___. _r__._ „„._1_11_,,,1_, _1 1 , - t } i I is < j ? y 1-1 _ _,_, i i I. r i r 1 ' i¢i r • I i i __,___.._ _r_4 -_� 4n___ r_._.. F ,` ! ,,1 Z ,1 t ri i } } M i j i T rf .} f f I i. , t r 1111, ._. _ ..... : ^.._._.._. ._. s1 r `r F- I i,_,._ _ _ . __. _ ' . , 1111,. _ _.. 1111._ . f: < £ . - _ s »,._ .r . .. .. 1 _ `-_ - -_.._ 1111- -_ '.._ 11 _ . d 1- r r ,� � I :fi .. } - E r r ; ! # ; s 1111__ 1111_, _ __. ".__ __.. } if" { 3 i `.�_ _. 1111. ! }* ( i i I s, . I } .;r i i I ; l,a si I ' a tl } s ?i I : s ?k F ! h f .;� i , ,A � , f # t �` 3 c I �i i i { 1• 11 3I� i 3i i 3 t EC i < ! 1, } ` 1 3.i ! 1L .,_. _. ,._, _ ._ _, _, _ 1111.._ ,_...,,_ _ _„ . . _„ 1111. 1111 _ _ 1111 ...� .,, : ^ r 1111 1111., _` ; ".} f �f f )• r 1 f S.. _ ....... ......_..._ .r _ _ .1111. 1111. 11 11 _.. ".s t } ! '% z j i ; 'r ;i } ._�, #' . # J } i ,� ` 1 f # r } y I, F \ .i � i , ,i i ! i 5 r t } i i' dt ( { i €' t i{ iI i i rt i i r 7 I , } r } s i N I r r 1't I 1 f} l • i ( a I :_ ... 1111 .r. .._,._. ... _. i _ . I ' r t f 1 '} C i i r ? i � ? c c Z Q N M kD O N T /%_... W 0 M J Cn M a O c > a) (L 06 0 0 a L B E 0 V) S7 H 0 M rn i to M O to N T-4 d' M - 'D I - - - oil, -�� S S_ iEEI TO ['��'I= USED - I�Oo R IF-- G�O����� CO �TROL Oo ��LY13 PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL: RAYMOND H. ROEHLING ROEHLING ENTERPRISES, INC. 11722 BRADFORD PLACE CARMEL, INDIANA 46033 PHONE: (317) 710 -7166 . r B 6 8 6 O T I B D SCALE: 1 "= 60' n - = Q Q - Denotes Construction Limits Q Q [] [] [] Q IJ Q Q 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 grass 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 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 0 &M manual for Post Constuction water quality measures shall be placed in this area. 6. Perimeter Siff 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 P y 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. Disturbed areas will be stabilized after curbs, SSD and pavement are completed unless utilities are starting construction within 15 days of completing the cur-bs. Stabilize disturbed areas after the utilities are installed. 12.Complete Landscaping and sedding all remaining disturbed areas and remove all BMP's when areas are stabilized. Seedbed Preparation_ for Permanent Seedina 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. < I jIt 3 I !x I I I t a i, .) 4 a <i ,._.," -' ' „------ -.v -_- ,.,.�„.`, __: ,:-.,..__• ° - - -- -- - - - --` �� E H I I' t' 11 i'l „_ •:t }.; r "I . <\ >« „,Y...,,�.. ..fin. x i -i - + .11 �'� -. > .,J \. '"\� "\ < i \ > \- i 1 ..., !' . a i < .�'i , -> , x , a,'' i._ i `x i`'k S i..., . ,r- ! 1 :.. g 1 4} ,. 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' \., i / \1 `..\. i �? w _ „v_ _ _ ..: _ , a �/ 11,a rr " SoxV. _....... n_,r._u___,.,..,,v.._v",.,,__r. a .- ".v"___v_:.,.-- _..,:__- _._n"_, _._.,,« .,, _. " ✓ «_ ✓ -. \' ._` •�. f.'' `\ y \ i`t „\ .'\ �� �. /� ig ' \ // : _\ s - , ", 220 ,r s el )� I .. - ^.^ .. ,_.._ ..,. _ ,- , ", -,,._ _ ,. ,_,._..., „_ „_ ,_,._ _ ., _ ..,,.. _ ,I '� \ -:� x. ,- �:% \ '•\ . ; / of ``� �, f -s t °\ r ` f � I \ - - i I 4 ,�/ , - 1. i/G � + ,r.. f. V ./« } � 11 I \ "'./I " � N :-1 f .. 1� ,� - � - , ,,,. �, f "'.' ✓ *.. \ n h! ,/ ,71 r .� i. -r -..« 7 . 7 < �,)1'_ /i: `S , �i 1 .,'" 4 i 41 I \, / I 1 r J y /x'.d III / ` ,__, 1 %• I Cy; I Q �. , i 11 f r i }� i NOTE: ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. NOTE: 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 Stormwater Discharge Will Leave this Site: An outlet pipe in Lake #1 and at south end of site at Existing Str. 218. r i .; I I : - . I \ r- I .`C� </ 1. haf g } ' t 't <f. `, qq t. � < I 4 if i S J - tm: I I I � -A � �K, '0111 . I / m V) 0 U) > W Y Of Q W I_ Q 0 ``````���111111!//�' `��% . STOEPp�''�.,�� •Q ••• 44 , �. J� ; '1STER� ��'''I ftft QQ� O i 0 *10 r � � • Noe ..a = : = 1.1 19358 . _ . _ ft 00 . _ aft .10 -0 ':• STATE OF � oft 0 • / ;• • \ /�" .., Np NP •. �(i . IA 00 b , -�••..........•• �N,,`. s/o �N U V) 0 M rn N o w V) �! F= Nt- G Li o N U U V) M O V) �! U-) Nt- ck� o N M � Q oo � -14- ° o � 00 `' V O z Q r - C.0 (f� J Z 4 C;8 � 0 X N 48 vV ry C_ U_ u7 CD W W Z -6 `Y 0) U-) o, 0 Z,---, W O ado ,A\ 1 - O Z rJ M Q O 141;4- C J v ' e- n c 0 CL W cn � Z O (/) U Z O F� :D J J O Z �Q � J W a ~ Z Q zto F� � Z 0> w N � *11 0� 4 d Q ad* O W Fe-e Y Q w 0 V) w Y Q -I X N ,-J H (a) W N Q z _Q 0 Z _J w Q U DRAWN BY: CHECKED BY: JDH EEF SHEET N0. S &A JOB NO. 41760S6 I ' ,� �, a M .. d1' C71 ko O M 00 I0 J Cn -O U CL (1) (In C O a 66 O O a .&J E .Q 0 U rn -0 kD 0 n ,--1 i M - - SS R MI CD I I a 1 FHU - - -_ HEEI I 0 Bc:).E USED I --I((- izt). - - - - - - - ) 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. r41. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 9 -4 in HAPn Wi+h n ri ;cLe nr rnllG nr%crnfcA nr,rnoo +hn �-Inrne 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 lb./1000 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 Drop 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- 25ga1/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. (3 17) 281 -2661, Turfgrass Inc (3 17) 894 -3276. LAKESIDE PARK, SECTION SIX I, the undersigned Registered Land Surveyor hereby certify that the included plat correctly represents a subdivision of part of the of Section , Township North, Range East, Township, County, Indiana, more particularly described as follows: Beginning at the Northwest Corner of said Quarter Section; thence North 89 degrees 32 minutes 44 seconds East along the North Line of said Quarter Section 1,362.22 feet; thence South 00 degrees 14 minutes 57 seconds East 500.00 feet; thence North 89 degrees 32 minutes 44 seconds East 26.47 feet; thence South 53 degrees 52 minutes 06 seconds West 153.85 feet; thence South 36 degrees 06 minutes 24 seconds East 117.45 feet; thence South 61 degrees 52 minutes 06 seconds West 280.99 feet; thence South 17 degrees 49 minutes 06 seconds East 144.24 feet; thence South 05 degrees 23 minutes 59 seconds East 63.16 feet; thence South 09 degrees 17 minutes 38 seconds West 151.93 feet; thence North 89 degrees 50 minutes 54 seconds West 287.58 feet; thence North 01 degrees 25 minutes 55 seconds West 145.06 feet; thence North 11 degrees 44 minutes 52 seconds West 97.09 feet; thence North 20 degrees 09 minutes 35 seconds East 21.47 feet; thence North 42 degrees 32 minutes 08 seconds West 135.00 feet; thence South 47 degrees 27 minutes 52 seconds West 8.82 feet; thence North 42 degrees 32 minutes 08 seconds West 50.00 feet; thence North 35 degrees 03 minutes 11 seconds West 136.16 feet; thence South 75 degrees 31 minutes 12 seconds West 69.40 feet; thence North 89 degrees 50 minutes 54 seconds West 64.76 feet; thence North 00 degrees 09 minutes 06 seconds East 91.99 feet; thence North 11 degrees 04 minutes 44 seconds West 108.60 feet; thence North 32 degrees 05 minutes 28 seconds West 118.16 feet; thence North 53 degrees 33 minutes 48 seconds West 118.21 feet; thence North 75 degrees 38 minutes 38 seconds West 94.79 feet; thence North 89 degrees 50 minutes 54 seconds West 198.62 feet; thence North 00 degrees 09 minutes 06 seconds East 278.69 feet to the place of beginning, containing 21.478 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. FENCE POST (2x2 HARDWOOD POST) /-- SILT FENCE MATERIAL 6' -8" 11 3' GROUND SURFACE 1' 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 Exh IbIt 174 -0, Specifications MInlinunis for 5111 Fence Fabiia. Ph 911cal props- rly __.� '''oven tabric* Non- wovIen rubric Filtcring efficioncy 85% 85% Tensile strength at A I . 2t11,Ntp clangatiffil: Construction traffic should enter and exit the site at a (1) The individual lot operator, whether owning the property or acting as the agent of the Sta1ridard strength 30 lbs. /linear in. 50 llis. /linear in. L`xtra strength 50 lbs, /lincar iii. 70 lbs. /linear in. Slurry flow rime. 0.3 gal. /min. /sq.ft. 4.5 gal. /min. /sq, t'. Water flow rstc 15 dill, /,lit ,i�1, /sq,ft. 220 gatrl. /min. /sq.ft. UV resistancc 701% 85% 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 W 150 -1 LULL 125 O 100 V) 75 50 25 FT B C C C C I D I B A I I A I B I B I EROSION CONTROL BLANKET STAPLE PATTERN GUIDE NOT -TO -SCALE 20' -0" MIN. WIDTH ,W W li� 11 E. I CONSTRUCII110N ENTRANCE DETAIL NOT -TO -SCALE PARK PLACE AT THE PRAIRIES The area scheduled for construction is known as "Lakeside Park, Section Six" (hereinafter referred to as the "Project "). PROJECT LOCATION The property is located on the South side 141st Street and West of Towne Road Latitude: 39' 59' 30" W Longitude- 86' 12' 17" 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 " x 17" PLAT This drawing is attached in the 0 & M Manual. A3 - PROJECT NARRATIVE This project includes the construction of 17 Lots in Lakeside Park, Section Six, Lakeside Park, Section Six, consists of approximately 21.478 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 (HUQJ 05120201090060 Stultz and Almond Legal Drain and J.W. Brendle Drain. AS -STATE AND FEDERAL WATER QUALITY PERMITS None are required for this project. A9 - SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE Stormwater discharge will leave the site at the North and South side of the site. This will discharge into a lake and piping systems that eventually will discharge into the Stultz and Almond Legal Drain and J.W. Brendle Drain. There are no wetlands on the site. All - IDENTIFICATION Or 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 Lake. 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 2 -year discharge: 23.36 cfs Post - construction 10 -year discharge: 0.68 cfs. 10 -year discharge: 43.88 cfs Post - construction 100 -year discharge: 0.92 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. CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTIC'FS DROP INLET REAR YARD PROTECTION DRAINAGE SWALE BASKET >000 ooe 000< SUBSOIL PS STOCKPILE SF SF AREA TO BE TOP 0 0 SOILED, SEEDED, o PS ° TOPSOIL AND MULCHED Fol STOCKPILE BY OWNER AT COMPLETION OF CONSTRUCTION. PALIMAR IS TO BE �- HOUSE GARAGE . -` USED IF GRASS GROWTH IS NOT \ - I - I POSSIBLE. CONSTRUCTION PS .. ! ENTRANCE EXIT 0 Fol \ . o / o,., .. . 0 SIDE YARD DRAINAGE SWALE . �. ..... .;. . . C cc .. • : -. r, Is \_____J STREET SIDE- WALK EXISTING CURB AND GUTTER 1 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. - EROSION CONTROL PLAN LEGEND o 0 o PROPERTY LINE/ DRAINAGE SWALE -P-- EXISTING DRAINAGE FINISHED DRAINAGE 0 TREE CONSERVATION SF SILT FENCING GRAVEL ENTRANCE/ ..••••••` .:':.; EXIT PAD CURB INLET PROTECTION I1111111111111 DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING STORM WATER POLLUTION & PREVENTION NOTES: 4:1 3:1 2:1 1:1 LOW MED /HIGH Dust Control /Off -site Vehicle Tracking with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection STONE ENTRANCE FLOW FLOW 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 CHANNEL CHANNEL Construction traffic should enter and exit the site at a (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 m AND tracked into existing streets. If sediment escapes the c sediment must be removed at a frequency sufficient to with activities on individual lots. SLOPE GRADIENT SHORELINE (2) Installation and maintenance of a stable construction site access. Sanitary /Septic 3' Contractors and subcontractors must comply with all stc measures prior to land disturbance. or septic system regulations. Sanitary facilities shall be (4) Sediment discharge and tracking from each lot must be minimized throughout the land 2' 2' __- 6' 6' 4' 4' The location of any sanitary facilities should be indicatec 3 plan by the operator following on -site location of said f, temporary or permanent surface stabilization. -` 3 X- -x -x It- 4' f -x x ->�- 20A' must originate from a public water supply or private well I I 1-1/2' I C I1--1/2' x - c 3' X - x X 3,x " x x x :9 Ag (A) all land disturbing activities have been completed and a uniform (for example, evenly IC it x xpx :c X i x x I I x x x 1 STAPLE 1 -1/2 STAPLES X X I 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 ,W W li� 11 E. I CONSTRUCII110N ENTRANCE DETAIL NOT -TO -SCALE PARK PLACE AT THE PRAIRIES The area scheduled for construction is known as "Lakeside Park, Section Six" (hereinafter referred to as the "Project "). PROJECT LOCATION The property is located on the South side 141st Street and West of Towne Road Latitude: 39' 59' 30" W Longitude- 86' 12' 17" 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 " x 17" PLAT This drawing is attached in the 0 & M Manual. A3 - PROJECT NARRATIVE This project includes the construction of 17 Lots in Lakeside Park, Section Six, Lakeside Park, Section Six, consists of approximately 21.478 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 (HUQJ 05120201090060 Stultz and Almond Legal Drain and J.W. Brendle Drain. AS -STATE AND FEDERAL WATER QUALITY PERMITS None are required for this project. A9 - SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE Stormwater discharge will leave the site at the North and South side of the site. This will discharge into a lake and piping systems that eventually will discharge into the Stultz and Almond Legal Drain and J.W. Brendle Drain. There are no wetlands on the site. All - IDENTIFICATION Or 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 Lake. 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 2 -year discharge: 23.36 cfs Post - construction 10 -year discharge: 0.68 cfs. 10 -year discharge: 43.88 cfs Post - construction 100 -year discharge: 0.92 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. CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTIC'FS DROP INLET REAR YARD PROTECTION DRAINAGE SWALE BASKET >000 ooe 000< SUBSOIL PS STOCKPILE SF SF AREA TO BE TOP 0 0 SOILED, SEEDED, o PS ° TOPSOIL AND MULCHED Fol STOCKPILE BY OWNER AT COMPLETION OF CONSTRUCTION. PALIMAR IS TO BE �- HOUSE GARAGE . -` USED IF GRASS GROWTH IS NOT \ - I - I POSSIBLE. CONSTRUCTION PS .. ! ENTRANCE EXIT 0 Fol \ . o / o,., .. . 0 SIDE YARD DRAINAGE SWALE . �. ..... .;. . . C cc .. • : -. r, Is \_____J STREET SIDE- WALK EXISTING CURB AND GUTTER 1 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. - EROSION CONTROL PLAN LEGEND o 0 o PROPERTY LINE/ DRAINAGE SWALE -P-- EXISTING DRAINAGE FINISHED DRAINAGE 0 TREE CONSERVATION SF SILT FENCING GRAVEL ENTRANCE/ ..••••••` .:':.; EXIT PAD CURB INLET PROTECTION I1111111111111 DROP INLET PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING STORM WATER POLLUTION & PREVENTION NOTES: EROSION (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 STONE ENTRANCE (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 a (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 m property owner, shall be responsible for erosion and sediment control requirements associated tracked into existing streets. If sediment escapes the c sediment must be removed at a frequency sufficient to with activities on individual lots. attach log around upslope of curb from inlet. (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 stc measures prior to land disturbance. or septic system regulations. Sanitary facilities shall be (4) Sediment discharge and tracking from each lot must be minimized throughout the land subcontractor throughout construction activities. The so disturbing activities on the lot until permanent stabilization has been achieved. construction personnel and be serviced regularly. All ex; 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 AFFECTED PORTION IMMEDIATELY. with all applicable statutes and rules. The location of any sanitary facilities should be indicatec (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with plan by the operator following on -site location of said f, 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, TOPSOIL STOCKPILE 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 REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS 'SURFACE SOIL' strips and areas that are not being returned to their preconstruction agricultural use ' meet the final Chemicals, paints, solvents, fertilizers, and other toxic or stabilization requirements in clause (A). %.-heir original containers (if original container is not reset noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection waterproof containers). Except during application, the cc INDh4DUALLOT bermed areas within covered storage facilities. Runoff c, removed from the site, and disposed of in accordance w STOREMATER POLLUTION & PREVENTION DETAIL As may be required by federal, state, or local regulation; Materials Management Plan NOT-TO-SCALE and /or Hazardous Materials S foreman or supervisor should be designated in writing to workers on proper hazardous materials storage and hand phase of the project. hazardous material storage areas should be indicated on B1 - DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUC +!ON ACTIVITIES 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 B ?_ - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND - DISTURBING ACTIVITIES 1. Contractor shall schedule a pre- 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 B3 - 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. B4 - 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. 85 - 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. B6 - STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS 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 -AIL 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. B7 - RUNOFF CONTROL MEASURES Silt fence will be installed along portions of this project to prevent run off. see sheets C300 -C302 for location. B8 - STORMWATER OUTLET PROTECTION SPECIFICATIONS Riprop 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 QUALITY 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. A180 -, ;� r `•' rR 'cam s�iE �'a; i t -It !__ r7 �., Vi i, iE'�'4�r � i ; 2 3 Y t. Y I—* 7 r 4 ;� "t w.y . e r 2 : 's' ,t N�_, .4; -, "I I -1- - - - I � ' ~ ti g -11 y r R ^ ` a • ce t -i _ r a � fi 1. '�} { rA; V P'z M1 '- i" ° �1 A I �1 I ; "t , � g r �x �� w � � .iii'- - '' i y & �e "- z rte. � � K , C' r " > c r �;, 4 ;. ra � ' 1v �e ` r } CI P � __ - , {'s A rn I ;�Nr � .' 1 �` Ai r _ . d 4 i 3 i y.f?�_. 154- ,; . =g? r ,�.. 4 x . �f; _, �k• a +,fig F f 4 l Y i� SOILS MAP CrA - CROSBY SILT LOAM 0 to 3% SLOPE Br - 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 onstruction 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 lenses associated with providing sanitary bcontractors. on the stormwater pollution prevention Xilities. 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, ith the federal, state, and local regulations. 10' DIA. 1 (3) 12* MULCH FILLED i EROSION CONTROL • • • .�•�. : .! . =•� . •• .• _11ii1ml 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 LOGS the stormwater pollution prevention plan LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE � 0� 6' MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SEC11ON °Z ° -OZ` NOT -TO -SCALE Dy the operator following on -site location of the storage areas. EROSION CONTROL NOTES MAINTENANCE INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. EROSION CONTROL MEASURE I INSTALLATION SEQUENCE STONE ENTRANCE PRIOR TO CLEANING AND GRADING \1 RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. It- TOPDRESS WITH CLEAN STONE AS NEEDED. �. At a position downslope of the lot and upslope IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBUC ROADS BY BRUSHING OR of the inlet, and away attach log around upslope of curb from inlet. SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. '' Qlk Runoff REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. SILT FENCE PRIOR TO CLEANING AND GRADING �� 3 inspect and repair as needed, and remove any IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE. REPLACE THE �---"%, accumulated sediments at least once per week AFFECTED PORTION IMMEDIATELY. P ery storm. I-- REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR Inspection Schedule /Reporting IS CAUSING THE FABRIC TO BULGE. All impacted areas, as well as all erosion and sediment control devices, will be inspected every TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUL seven 7 calendar days and within 24 hours after a rainfall of 0.5 inch or greater until a NOT is AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, C4 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering Department One, Civic Square, attention Storm Water Administrator. 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 SWCD OFFICE The following items are stormwater quality measures that will remain ;n place after constrtuction is Inspections shall be conducted and a written report prepared, by a designated and qualified person TO OBTAIN A COUNTY SOIL SURVEY REPORT OR CONSULT WITH A SOIL SCIENTIST.) 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. PRIOR TO STRIPPING TOPSOIL. INSTALL ANY SITE- SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF Inspection reports shall be completed including scope of the inspection, names) and qualifications AND SEDIMENTATION. of personnel making the inspection, the date of the inspection, observations relating to the REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY DESCRIBES AS 'SURFACE SOIL' implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance (LE.. A OR AP HORIZON). '- noted during the inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION Canasta inn reports on site and permanently for a period of two years following construction. The on -site reports may be requested by inspections conducted by the local MS -4. ACTIVITIES NOR BLOCK NATURAL DRAINAGE; AND INSTALL SILT FENCES. STRAW BALES, OR OTHER BARRIERS TO A landscape plan that includes extensive plantings and greens pace will be forth P 9 9 p coming in the next TRAP SEDIMENT (SEE EXHIBIT 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY phase of the project. Construction Entrance MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) C5 - DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST - CONSTRUCTION STORMWATER QUALITY (/) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP MEASURES Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance OR SURROUNDED BY A SEDIMENT BARRIER. TEMPORARY DIVERSIONS AFTER ROUGH GRADING INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT. Material Storage Inspections REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED. Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and /or impounded so that cannot CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY. V) pollutants discharge from storage areas. Off -site material storage areas used solely by the subject project are considered to be part of the project and must be included in the REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL erosion control plans and the site inspection reports. WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE Landscaping Soil Stabilization Inspections NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABIUZE ALL DISTURBED AREAS. INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. ROCK DAM AFTER ROUGH GRADING The anticipated pollution sources are the vehicles h P P that will use these future facilities, including both used. For the first two years after installation, the landscaping shall be watered the equivalent of " 1 of rainfall once per week if adequate rainfall was not received. After two ears water as REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE) rut and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other pollutants associated with vehicular traffic. years, necessary in dry season. CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT. AND REPAIR IMMEDIATELY - -6 M `-) IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FACE OF DAM. C2 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION all be mowed at a height of not less than 3 Lawn shall to increase root mass. Lawn shall not be fertilized more that twice er p year and shall be immediately watered into the IF THE BASIN DRAINS TO RAPIDLY FOLLOWING A STORM,(LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON Stormwater quality will be handled with two different measures. The first measure will be the soil after application. THE UPSTREAM FACE OF THE DAM. swales, catch basin storm sewer inlets draining to the proposed pond. The final stormwater quality W = •� ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABIUZED. a. REMOVE WATER AND measure will be the installation of trees, shrubs and grasses with the landscaping phase of the project. These landscaping items will help to reduce sediment runoff from the S: \Legal \PlatinumSWPPP.doc SEDIMENT FROM THE BASIN. b. REMOVE THE DAM. DISPOSING OF THE ROCK IN DESIGNATED DISPOSAL AREAS. site. ^ t\ 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 ESTABUSHED; RE- MEASURES Grading and Drainage SEED IF NECESSARY. . o 0- CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY. All paved areas are collected by a storm sewer system to prevent the possibility of erosion in TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS. /ACRE OF NITROGEN IN FEBRUARY OR MARCH proposed swales. Additionally, paved areas are graded between 0.50 - percent to 2.5- percent slope a) IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11 -8 SHOWS ONLY WHEAT/RYE FALL SEEDED.) INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS. UNTIL THE STAND IS SUCCESSFULLY ESTABUSHED. PERMANENT SEEDING AFTER FINISH GRADING protection. storm sewers. This will eliminate concentrated flow from downspouts that could erode lawn areas (CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH -GREEN SEEDUNGS; 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 UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES. AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE 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 PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER. AT LEAST AT THE PLANT BASE.) one -half of its original storage capacity. The removed sediment shall be stockpiled or redistributed exceed 3:1 slope. PLAN TO ADD FERTIUZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS. in areas that are protected from erosion. REPAIR DAMAGED, BARE. OR SPARSE OR PATCHY. BY FIWNG ANY GUWES, RE- FERTIUZING. OVER - OR RE- 5. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not Landscaping SEEDING AND MULCHING AFTER RE- PREPARING THE SEEDBED. diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY re g 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 PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) 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 IF ADDITIONAL FERTIUZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST redistributed in areas that are protected from erosion. will also provide additional cover on site. RECOMMENDATIONS. DURING VEGETATIVE ESTABUSHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. EROSION CONTROL MATTING AFTER FINISH GRADING height of the fence. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT. ADD SOIL, RE -SEED 7. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. THE AREA. AND RE -LAY AND STAPLE THE BLANKET. 8. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. STRAW BALES AFTER FINISH GRADING This project does contain plans for installation of post- construction stormwater Best REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR THE NEXT RAIN, TAKING quality Management Practices (BMP) as indicated above. CARE TO NOT DAMAGE OR UNDERCUT THE BALES. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, REMOVE ALL BALES. CONSTRUCTION MATERIAL. A description of some additional stormwater quality BMP's that may be incorporated into the AND SEDIMENT AND DISPOSE OF PROPERLY. GRADE THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE project in the future are as follows. The feasibility of applying any of these practices to a INLET AND STABILIZE. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED. INLET PROTECTION AFTER EACH INLET IN PLACED regulatory agencies. In addition, each local authority will dictate design criteria and practices that INSPECT AFTER EACH STORM EVENT. In the event that sediment escapes the construction site, off -site accumulations of sediment must may vary widely from one jurisdiction to the next. Therefore, the use of any of BMP's in the list is speculative. The fact that a BMP is listed should not be understood to mean that the BMP could REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 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 DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. REMOVAL OF STRAW BALES AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABIUZED N/A N/A N/A REMOVAL OF INLET PROTECTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABIUZED admission of errors, omissions, or negligence on the part of the engineer or owner. 1 (3) 12* MULCH FILLED i EROSION CONTROL • • • .�•�. : .! . =•� . •• .• _11ii1ml 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 LOGS the stormwater pollution prevention plan LINE WITH GEOTEXTILE WOVEN FABRIC #53 STONE � 0� 6' MIN. 3:1 FUELING &VEHICLE MAINTENANCE AREA SEC11ON °Z ° -OZ` NOT -TO -SCALE Dy the operator following on -site location of the storage areas. co Spill Response Directions In the event of small spills, please contact the construction supervisor. In the event of spills that require \1 removal of soils or other materials, please contact the construction supervisor, developer, It- County Surveyor's Office and the Local Fire Department. �. At a position downslope of the lot and upslope In the event of spills that have potential groundwater or surface water contamination, please of the inlet, and away attach log around upslope of curb from inlet. contact the construction supervisor, developer, County Surveyor's Office, Local Fire Department, IDEM, '' Qlk Runoff and the City of Carmel Utility Department. See 0 & M Manual for all Emergency Number. 2. Set u safety/traffic traffic p y/ barriers to keep vehicles 3,� from hitting logs, causing possible injury. 614 - MONITORING �� 3 inspect and repair as needed, and remove any AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE �---"%, accumulated sediments at least once per week an -d after P ery storm. I-- CURB INLET PROTEC11ON DETAIL Inspection Schedule /Reporting All impacted areas, as well as all erosion and sediment control devices, will be inspected every NOT -TO -SCALE seven 7 calendar days and within 24 hours after a rainfall of 0.5 inch or greater until a NOT is W U C4 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering Department One, Civic Square, attention Storm Water Administrator. B15 - EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS QUALITY MEASURE Un See sheet C302 for details. The following items are stormwater quality measures that will remain ;n place after constrtuction is Inspections shall be conducted and a written report prepared, by 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 ASSOCIATED WITH THE PROPOSED LAND USE Inspection reports shall be completed including scope of the inspection, names) and qualifications The proposed land use will consist of single family residential houses. The pollutants and sources 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 or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, Canasta inn reports on site and permanently for a period of two years following construction. The on -site reports may be requested by inspections conducted by the local MS -4. metal and plastic fragments, grit, road de -icing materials A landscape plan that includes extensive plantings and greens pace will be forth P 9 9 p coming 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 drainage, aggregate or rubber fragments from roofing system C5 - DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST - CONSTRUCTION STORMWATER QUALITY (/) o0 r-r) MEASURES Locations where vehicles exit the site shall be inspected for evidence of off -site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance Pollutant Source: Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated P 9 Maintenance requirements for the post- construction stormwater unlit measure quality s are described below: and other controls. with distributions operations), uneaten food products, bacteria Material Storage Inspections Pollutant Source: Roadway Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and /or impounded so that cannot Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), 9). V) pollutants discharge from storage areas. Off -site material storage areas used solely by the subject project are considered to be part of the project and must be included in the pavement de -icing materials, paint fragments from parking stall stripes, concrete fragments, wind -blown litter from off -site sources, and elevated water temperatures from contact with erosion control plans and the site inspection reports. impervious surfaces Landscaping Soil Stabilization Inspections Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides Landscaping shall be fertilized at the time of installation with pellets buried near the root ball. Subsequent tree fertilizations shall not be surface applied. Tree spikes or similar measure e shall be Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all areas are covered with pavement of have a stand of The anticipated pollution sources are the vehicles h P P that will use these future facilities, including both used. For the first two years after installation, the landscaping shall be watered the equivalent of " 1 of rainfall once per week if adequate rainfall was not received. After two ears water as vegetation with at least 70% of the background vegetation density. The density of 70% or greater rut and passenger vehicle traffic. Possible pollutants include oil, gasoline, anti - freeze and other pollutants associated with vehicular traffic. years, necessary in dry season. must be maintained to be considered as stabilized. The operator or their representative will water, - -6 M `-) fertilize, and reseed disturbed areas as needed to achieve this goal. C2 - SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION all be mowed at a height of not less than 3 Lawn shall to increase root mass. Lawn shall not be fertilized more that twice er p year and shall be immediately watered into the Erosion and Sediment Control Inspections Stormwater quality will be handled with two different measures. The first measure will be the soil after application. swales, catch basin storm sewer inlets draining to the proposed pond. The final stormwater quality W = •� All controls should be inspected at least once every seven (7) calendar days and following any measure will be the installation of trees, shrubs and grasses with the landscaping phase of the project. These landscaping items will help to reduce sediment runoff from the S: \Legal \PlatinumSWPPP.doc storm event of 0.5 inch or greater. The following is a lust of inspection /maintenance practices that site. ^ t\ will be used for specific controls: C3 - DESCRIPTION OF PROPOSED POST- CONSTRUCTION STORMWATER QUALITY D 1. Geotextiles /Erosion Control Mats: Missing or loose matting must be replaced or re- anchored. MEASURES Grading and Drainage 2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall . o 0- 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 spots caused by natural decomposition or weather - related proposed swales. Additionally, paved areas are graded between 0.50 - percent to 2.5- percent slope a) events. s Mulch in high traffic area should be replaced one a regular basis to maintain uniform to reduce velocity. The roof drains from future buildings will be directed by underground piping to W 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 Z 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. Lt) 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 re g 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 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. Desian 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 schedule. This project does contain plans for installation of post- construction stormwater Best 9. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to quality 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 In the event that sediment escapes the construction site, off -site accumulations of sediment must may vary widely from one jurisdiction to the next. Therefore, the use of any of BMP's in the list is 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. P Y p Furthermore, the lack of any of the following stormwater g quality measures in this plan is not an admission of errors, omissions, or negligence on the part of the engineer or owner. Material Handling and Spill Prevention 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 NOI 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 opera tor/perm ittee 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 Z 0 Ld W 0-1 Q LLJ I-- 0 ��% STOEPp� e ** I S. % Q �� - QQ- . • Q` Q - % i► i -ft • No. am • • • I ' = 19358 • = - -o :: STATE OF .= Az a = ft r, t *-. ,� ••..• %VpIANP v' � 'e ' -#•;ss /4NAL 'E ` % ** � #11111/1111111100% Q U) Z J a z F� w 0 0 F= z � � <X CL Fn ck3 W � Z o O p � (/) U D W W o U) an Q J 1_-� Q 1 3�: O -' :�i V) 11� Q U 1 DRAWN BY: CHECKED BY: JDH EEF SHEET NO. S &A JOB NO. 41760S6 co .IIIII `,�� \1 % It- OD .. W I-- W U Un 0 o '- =) N I Q (/) o0 r-r) � (�) ° 00 C:) z Q rn `- � V) J Z 4< 46 (" " o N t\ C148 Cn i2f a� LL_ Li rC� CD -- LLJ W - -6 M `-) z M a 4) (.D z W = •� d- 00 Li W W o ^ t\ O l.- D . L/) Q Ir- %-___1 W . o 0- Q) 0 J Z:) a) � IZ W (n 0 Z 0 Lt) U Q U) Z J a z F� w 0 0 F= z � � <X CL Fn ck3 W � Z o O p � (/) U D W W o U) an Q J 1_-� Q 1 3�: O -' :�i V) 11� Q U 1 DRAWN BY: CHECKED BY: JDH EEF SHEET NO. S &A JOB NO. 41760S6 Q� C i c� G Q O Ln C) O O N M 00 O 9 0) .V OO d dS C co a a� a� 0 0 V i rn i 0 0 �o n i rl Q� C ..0 a M O c0 O O N 01 O O cv J O O 0 C O Cl) i O C O V i rn O V) O O N ,-a d' i m -i A N C fp L Q M rl co LO 01 t0 O O N M 00 O J O1 3 c ry a 0 L- 0 U U_ E N O V- u i rn i to O to n ,-a i (/) 500' F1 F] a ❑❑ a TWO "ROAD CONSTRUCTION AHEAD" TWO "FLAGMAN AHEAD" TWO "END CONSTRUCTION" SIGNS REQUIRED SIGNS REQUIRED 500' END ROAD CONSTRUCTION ROAD ONE LANE FLAGGER CONSTRUCTION ONE LANE ROAD CONSTRUCTION ROAD AHEAD ROAD CONSTRUCTION NEXT MILES 1500 FT. AHEAD AHEAD 1500 FT. XG20 -2 rA1 I I 60 "x24" XG20 -1 60 "x36" ry XW20 -1 XW20 -4 XW20 -7 XW20 -4 XW20 -1 48 "x48" 48 "x48" 48 "x48" 48 "x48" 48 "x48" 205' N FLAGMAN TWO "ROAD CONSTRUCTION AHEAD" TWO "END CONSTRUCTION" SIGNS REQUIRED 22 TYPE II BARRICADES w/ "STEADY BURNING LIGHTS" ® 25' 0 —C= 550' 141ST STREET • • • • • • • • • • • • • • • • • LEGEND 0 FLAGMAN 0 FLAGMAN AHEAD SIGN ❑ ROAD CONSTRUCTION AHEAD SIGN /END CONSTRUCTION SIGN O DRUMS 0 16 ;16 � 6 6� 6� 6 I I I I I I I I I 14 I I I I a I I I TO Pol 500' 1000' 500' 500' 500' 100 300' WORK AREA 100' 500' ROAD CONSTRUCTION AHEAD XW20 -1 48 "x48" a� c ro L a N 0 N to 0 0 N M co 0 9 -o w Z Z w U U_ 9- H M 0 U i Cn "0 V) 0 n �t- 6 \/ 500' 500' ■ ROAD CONSTRUCTION AHEAD 0 `J `J 6 I TO TO 500' I 500' I 500' I1 0] 300' I WORK AREA 1 100' 1100] 500' ( 500' TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES FOR SINGLE LANE TWO -WAY TRAFFIC WITH FLAGGER CONTROL DETAIL IS NOT TO SCALE XW20 -1 48 "x48" 500' 1 1000' 1 500' END CONSTRUCTION XG20 -2 60 "x24" 205' EN FLAGMAN 500' D D TWO "FLAGMAN AHEAD" SIGNS REQUIRED SCALE: 1 "= 100' 500' !Ire TWO "ROAD CONSTRUCTION AHEAD" TWO "END CONSTRUCTION" SIGNS REQUIRED GENERAL NOTES 1) See Standard Detour Signs sheet 2 —A for vertical and horizontal clearances to Construction Signs, spacing of channelizing devices and details of barricades, cones, drums, markers and Typical Sign Standard. 2) Construction Warning Lights shall be required in accordance with the Standard Specifications. 3) Additional signs and barricades shall be required as directed. 4) Spacing of drums and Barricades Type I and II at this location shall be 10 feet for a 50 foot taper or 20 feet for a 100 foot taper. 5) For temporary lane closures during daylight hours, cones or tubular markers may be used in lieu of drums or Barricades Type I and II. 6) For un— numbered routes, street signs or county road signs shall be used in lieu of the route marker in the Detour Route Marker Assembly. 7) Advance Turn Detour Route Marker Assemblies shall be located as shown, or after the last cross — street prior to the beginning of the detour, as directed. 8) Directional Detour Route Marker Assemblies shall be located 10 to 20 feet in advance of all required turns within the detour limits. 9) Confirming Detour Route Marker Assemblies shall be spaced at a maximum of 'K mile, and shall also be located 50 to 100 feet past all major intersections, as directed. Confirming Detour Route Marker Assemblies shall be placed after a required turn when directed. 10) End Detour Route Marker Assemblies shall be located at the point at which traffic is returned to the original route. The Advance Turn Marker (MS -1) shall be included in the assembly when traffic is required to turn to access the original route. FORMS /TRAFFIC on Z 0 U) UJ `1 a Q 0 STOEPpF� .,�,',, J�O �', \STER�c'•�F� aQ .'e� o'• �► . No. 19358 STATE OF lo �•,,� ZONAL E 'f1mn 111110 *` 0 Q I I I I I I I I I I I FA rA1 I I 0 ry z < 0 Ld I LL VJ Z ROAD CONSTRUCTION AHEAD 0 `J `J 6 I TO TO 500' I 500' I 500' I1 0] 300' I WORK AREA 1 100' 1100] 500' ( 500' TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES FOR SINGLE LANE TWO -WAY TRAFFIC WITH FLAGGER CONTROL DETAIL IS NOT TO SCALE XW20 -1 48 "x48" 500' 1 1000' 1 500' END CONSTRUCTION XG20 -2 60 "x24" 205' EN FLAGMAN 500' D D TWO "FLAGMAN AHEAD" SIGNS REQUIRED SCALE: 1 "= 100' 500' !Ire TWO "ROAD CONSTRUCTION AHEAD" TWO "END CONSTRUCTION" SIGNS REQUIRED GENERAL NOTES 1) See Standard Detour Signs sheet 2 —A for vertical and horizontal clearances to Construction Signs, spacing of channelizing devices and details of barricades, cones, drums, markers and Typical Sign Standard. 2) Construction Warning Lights shall be required in accordance with the Standard Specifications. 3) Additional signs and barricades shall be required as directed. 4) Spacing of drums and Barricades Type I and II at this location shall be 10 feet for a 50 foot taper or 20 feet for a 100 foot taper. 5) For temporary lane closures during daylight hours, cones or tubular markers may be used in lieu of drums or Barricades Type I and II. 6) For un— numbered routes, street signs or county road signs shall be used in lieu of the route marker in the Detour Route Marker Assembly. 7) Advance Turn Detour Route Marker Assemblies shall be located as shown, or after the last cross — street prior to the beginning of the detour, as directed. 8) Directional Detour Route Marker Assemblies shall be located 10 to 20 feet in advance of all required turns within the detour limits. 9) Confirming Detour Route Marker Assemblies shall be spaced at a maximum of 'K mile, and shall also be located 50 to 100 feet past all major intersections, as directed. Confirming Detour Route Marker Assemblies shall be placed after a required turn when directed. 10) End Detour Route Marker Assemblies shall be located at the point at which traffic is returned to the original route. The Advance Turn Marker (MS -1) shall be included in the assembly when traffic is required to turn to access the original route. FORMS /TRAFFIC on Z 0 U) UJ `1 a Q 0 STOEPpF� .,�,',, J�O �', \STER�c'•�F� aQ .'e� o'• �► . No. 19358 STATE OF lo �•,,� ZONAL E 'f1mn 111110 *` 0 Q Ld %,,ee rn ry z < 0 Ld LL VJ Z LLJ Lv Z I— 0 0 — V Li Q LLI LLJ U or) Q U � L.L Z 0 >- CI > o J W � O N � I Q Q U 0 CHECKED BY: EEF — Q o 00 O Z Q _ Cn z � x I O° N N � W li O a0 T r UJ UJ Z -p r .1 cr) 00 LL_ Z L.v O - W Z o � 0 J W (n O 0 � V Q Z Q Z Z Q Ld %,,ee U ry z < x LL VJ Z LLJ Lv Z I— 0 0 — V U Q LLI LLJ or) Q U —I L.L lL. J W Q U DRAWN BY: JDH CHECKED BY: EEF SHEET NO. N C t n O N O .-4 to O O N +-i M O 9 cn N 2 0- Cd C a cv .0 ro O O Ln V i rn i O to N .-4 d- i MIt ,-i N C fp t Q O N M O .--1 ILO O O N M co O A cv J c1 'o O O L C _M O 1 O C) to U i rn i t0 Cl t0 n i M, ;4 Cl) c M .r, Q t0 �t d' O t0 O O N ,-a M 00 O A M J Q1 C L Cl) m 1 O CD N U i rn i to V) 0 to n i M Q) tv a tT N 0 t� 0 N ,-i a✓ J C1 .0 to D •C to 0 0 t� Cn .o t0 V) 0 to N 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 124548. 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 AUniband© or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. manhole casting frame. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the 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 shc;l 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 o 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 properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor 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 regulations (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 been 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 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED TABLE 1 Pipe Diameter In. Minimum Time, tnin:s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, mints R -1642A R- 1916 -F1 EAST JORDAN 104522 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 1 3:46 3:46 3:46 3:46 3:46 1 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 1 7:34 7:34 7:34- 7:36 8:52 f 0:08 l I. 10 8:26 239 2.374 L 9:28 1 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 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 26:27 44:52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 1 22:47 34:11 45:34 56:58 68 :22 79:46 91:10 102:33 27 25:30 88 17.306 L 2851 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 L 96:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 30.788L 6117 76:55 102:12 128:12 1 153:80 1 179:29 205:07 230:46 FINISH G°Ar'E7 1* CIS Irl INFI rrUN BUTYL RI A s M MANHOLE CASTING SCHEDULE MANUFACTURER SELF SEALING WATERTIGHT NEENAH R -1642A R- 1916 -F1 EAST JORDAN 104522 1045WT 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. /IANHOLE TO PIPE CONNECTION BOOTS, NCLUDING LATERALS, SHALL BE A -LOCK, DURA >EAL OR APPROVED EQUAL. 6" MIN. CONCRETE ENCASEMENT 3" MIN. COMPACTED #8 STONE I.D. gAK1ITA RV KA A niunl E: -rvnF7 Ilinii NOT TO SCALE W W W W XA BOTTOM OF TRENCH r SANITARY MANHOLE R -1642A Nor- ro -scnLE ae a D 4. 0 d� CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. A I 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 line. Only one building may connect 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 line from the building to the septic tank may only be used if it is located under a building 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 all 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 prix to the need for the Inspection. M the inspection fails and a second Inspection is required. or contractor is not on site for scheduled inspection, or fails 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 with earthen material in a safe and sanitary manner.' Please contact the appropriate County Board of Health for further infurmation. 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 F-4T7 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 fill 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 installed no closer than 20 feet from water wells unless PVC pressure grade 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 crior to installation. 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 conditkirls in itern #3 above are met. No clued Pipe shall be installed outside of buikl+na foundation walls. 11. Additional information on District standards and specifications maybe obtained from the District's office during business hot" of $:OOar.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 Suits A. Indianapolis, Indiana 46280 Phone: 1344 -9200 Fax: 844 -9203 12. Septic effluent shall no be pumped out into the sanitary sewer system. 13. The District shall insaect ALL laterals. Please call the District office at 844.9200 24 huurs prior to time of inspection 14. Contractors shall lay 14 sauce- stranded wire the entire lenalh of the lateral. Wire Is to be placed on top of the lateral. The District inspector will 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. l- 2500 psi CONCRETE \ PERSPECTIVE VIEW - EARTH CUT AWAY ®TO BE USED WHEN CLEAR DISTANCE BETWEEN PIPES 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 DX2 (MAX) TRENCH WIDTH 6" PIPE SANITARY SEWER SERVICE CONNECTION NOT -TO -SCALE UNDISTURBED EARTH FINISH GRADE N Q g INFISHIELD 'UI BUM RUBBEI a. N a N) MANHOLE CASTING SCHEDULE MANUFA R R SELF SEALING WATERTIGHT N ENAH R -1642A R- 1916 -Ft A AN 10452 1045WT 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 1/2 KENT SEAL, OR SINGLE ROW OF 1" 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, NO GROUT ABOVE TOP OF CONE SECTION SET BARREL JOINTS WITH RUBBER TYPE GASKET EQUAL TO ASTM C -443 AND ON DOUBLE ROW OF h" KENT SEAL OR SINGLE ROW OF 1" 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 6" MIN. COMPACTED #8 STONE 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. 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 or- ro - scALc APPROVED SURFACE MARKER MIN. SLOPE SHALL BE MAIN SEWER m V) Z O U) w Y tY Q w H-- `t1„u SN .0t 1. STOEPpF�'�., ••1STEq1� ••��`9 �: •� Q = ° No. s 19358 STATE OF �' �.r �• �NDIANP •• �� 14,111111 U) J Y Q � I- Q rn W � N D O 0 p � Q � U F- LL U) z Q Q J w U U Z O C/ L N CD � N I N I 00 rn U o CD 1_1 r- ZLO to co C/) J z Q - 00 r- a� L° o0 W W -o Lin oo W o r- - I° J Q Z o i v 0 W c� O ~ oz U U) J Y Q � I- Q X W � N D O � p � Q � U F- Y U) z Q Q J Z Q 0 z Li Q U DRAWN BY: CHECKED BY: JDH EEF SHEET NO. C800 41760S6 ,-a ,-i O C M a 00 d- oi M d' 1p O O N n O A cn of N O V) ,-4 O V i rn i t0 () 0 t0 n ,-4 i C s a N N �r d- O O N N ,--1 00 O ,p J p1 v� 41 V) i N O (� Cn -v / ko V) O i PAVEMENT SURFACE I tL O I c� PLACE EXPANSION JOINT AT BACK OF CURB LINE B OR AT SIDEWALK LINE 2' ROLL CURB J MAX. RAMP SLOPE 1 " /FT. AJ CLASS "A" CONC. SIDEWALK PLAN VIEW RAMP PAVEMENT VAR. VAR. WIDTH OF RAMP 4" SIDEWA K 4' MIN SECTION A —A CONTRACTION JOINT (TYP.) SECTION B —B SECTION C —C w 3" TOPSOIL, SEED OR SOD AS REQUIRED -- ... __.. _...STING XISTING GRADE STANDARD FULL DEPTH GRANULAR BACKFILL DETAILS NOT -TO -SCALE 6' -0" & 10' -0" 2' R 0 TYPICAL ASPHALT PEDESTRIAN PATH X— SECTION 100' DIM TOP OF CURB • d .. 4 41 • . y: 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 -26 -2005 WED 11133 AM CITY OF CARMEL FAX NO. 317 571 2439 P. 04 Property Line Back Of Curb l.. 5x'-0' Vin. i Slops '� il. ceded Own -�•- i it Tn CSI : 4' Sidewalk ' ' 4' Top Soil * BaCktill ' Prepared Subgratle TYPICAL SIDEWALK SECTION NOT TO SCALE * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LA'I'ER5 NOT TO EXCEED C IN DEPTH, SUBGRADE OR BASE UNDER ALL CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. %Wed Or Sawed Joints % Thickness ;.Class 'A Conerete :� , 4• Minimum Sidtwalk Built With Driveway$ Shoo Move Minimum Thickness 0! 1 Or Thickness Of Uriveway Which Ever Is Greotce. CONCRETE SIDEWALK NOT TO SCALE CITY OF CARMEL STANDARDS SIDEWALK DETAILS REVISZD___�___ 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 wI z J 3 PWAI V A" Tulry MATERIAL TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT -OF -WAY. RESIDENTIAL STREETS ONLY SIDEWALK, TOPSOIL, SEED LIMITS OF FULL DEPTH GRANULAR BACKFILL OR SOD, AS REQUIRED TO SHOULDER, TOPSOIL, SEED w MATCH EXISTING OR SOD, AS REQUIRED TO MATCH EXISTING GRANULAR PAVEMENT WIDTH VARIABLE GRANULAR Z BACKFILL BACKFILL J � 1 CK .. MAY -25 -2005 WED 11132 AM CITY OF CARMEL FAX NO. 3317 5712439 P. 02 Earth Or Sidewalk Surlac Concrete Curb Or Curb do Gutter Pavement I ] :73ic�1:1 ?e of Washed Aggregate-, i 3fi �i� iJoe og� 8 =co�c se�•� c e j. Rc "� -� e�ro�M <" 4_ Min. Min. 1'-T Mm, PIPE UNDERDRAIN (Typical Installations) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS_ INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. scale: t'= 1' -0" CITY OF CARMEL STANDARDS SUBSURFACE DRAIN RYiSED FI3URE 10 -9 SHOULDER SECTION 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. MAT -25 -2005 WED 11133 AM CITY OF CARMEL. Top Soil - Compocted 8ocktill —�' FAX NO, 317 571 2439 a Law Point Class rA Concrete e v Compacted Subgrcde or Aggregate Bose 24" 0nimum P. 03 NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUSCRADE OEFORE PLACING CONCRETE. Scale: t�= V -T CITY OF CARMEL STANDARDS CONCRETE ROLL CJRB & CUTTER Rlvlsfo ____- FIGUR, in -tn 50' R/W 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 RANCOR 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. z 0 5, -0„ �_ 1,— c, z J >k NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. Final Back/ill Final backfill fo:Y 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 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 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. S:\Legal \Carmel RCP Installation Review02 -01 -05\ Water &SewerUndcrCityStrects.doc NOTE: All paving within the existing and proposed City right —of —way shall conform to the requirements of the department of Engineering. Please odd a note to the drawings that the Contractor shall contact the Departmen t of Engineering to schedule a pre —cons truc tion meeting to review the Department's construction requirements, s toff notification requiremen ts, 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. S:\Legal \Carmel RCP Installation Review02- 01- 05\ DcpartmentOfEngineeringNote.doc Y D_ Q w Q 0 STOEPP XSTE�'••�F� =° No. s= 19358 -o STATE OF s. ZONAL e O a � � v Spacing Betwce.�t � � 1-? } y Transverse Joints � Z $hall Net Exceed C L.L_ W e � U F- C� Ww/'� 1.25 Times Width W U 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 wI z J 3 PWAI V A" Tulry MATERIAL TEMPORARY SEEDING SHALL BE DONE IN ACCORDANCE WITH SECTION 621 OF I.D.O.H. SPECIFICATIONS WITHIN THE STREET RIGHT -OF -WAY. RESIDENTIAL STREETS ONLY SIDEWALK, TOPSOIL, SEED LIMITS OF FULL DEPTH GRANULAR BACKFILL OR SOD, AS REQUIRED TO SHOULDER, TOPSOIL, SEED w MATCH EXISTING OR SOD, AS REQUIRED TO MATCH EXISTING GRANULAR PAVEMENT WIDTH VARIABLE GRANULAR Z BACKFILL BACKFILL J � 1 CK .. MAY -25 -2005 WED 11132 AM CITY OF CARMEL FAX NO. 3317 5712439 P. 02 Earth Or Sidewalk Surlac Concrete Curb Or Curb do Gutter Pavement I ] :73ic�1:1 ?e of Washed Aggregate-, i 3fi �i� iJoe og� 8 =co�c se�•� c e j. Rc "� -� e�ro�M <" 4_ Min. Min. 1'-T Mm, PIPE UNDERDRAIN (Typical Installations) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS_ INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. scale: t'= 1' -0" CITY OF CARMEL STANDARDS SUBSURFACE DRAIN RYiSED FI3URE 10 -9 SHOULDER SECTION 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. MAT -25 -2005 WED 11133 AM CITY OF CARMEL. Top Soil - Compocted 8ocktill —�' FAX NO, 317 571 2439 a Law Point Class rA Concrete e v Compacted Subgrcde or Aggregate Bose 24" 0nimum P. 03 NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUSCRADE OEFORE PLACING CONCRETE. Scale: t�= V -T CITY OF CARMEL STANDARDS CONCRETE ROLL CJRB & CUTTER Rlvlsfo ____- FIGUR, in -tn 50' R/W 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 RANCOR 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. z 0 5, -0„ �_ 1,— c, z J >k NOTE: ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON. Final Back/ill Final backfill fo:Y 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 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 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. S:\Legal \Carmel RCP Installation Review02 -01 -05\ Water &SewerUndcrCityStrects.doc NOTE: All paving within the existing and proposed City right —of —way shall conform to the requirements of the department of Engineering. Please odd a note to the drawings that the Contractor shall contact the Departmen t of Engineering to schedule a pre —cons truc tion meeting to review the Department's construction requirements, s toff notification requiremen ts, 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. S:\Legal \Carmel RCP Installation Review02- 01- 05\ DcpartmentOfEngineeringNote.doc Y D_ Q w Q 0 STOEPP XSTE�'••�F� =° No. s= 19358 -o STATE OF s. ZONAL e O Q Q X 07 Q D Ld Z • C L.L_ W U F- C� Ww/'� W U U V / Z � 0 ob � /) V J N O C-4 � Q Q 00 � O � 00 --, U 0 Z M C) � z Qr- o � o0 w w -� Ln CD Z w Z ~ � (� � — "> Ln - Q o co — 1° rn ..I w CL CL UJ R U Q z Q C) z LLJ Q U DRAWN BY: CHECKED BY: JDH EEF SHEET NO. C802 S &AJOBNO. 41760S6 Q Q X LLi Q W Z C O W U w Ww/'� V / LLJ Q U DRAWN BY: CHECKED BY: JDH EEF SHEET NO. C802 S &AJOBNO. 41760S6 7! C L -- �, Q ,M,^^ 1... // .�. 7! Q to C) 0 N 7-'I M 00 Z1"I 7 O` 9 Cn Z g W 0- 6 Z M O V 11.0 V) O to N 7--I �i' i H '4 /A\ 'N I�A�-4 P-�Gdh 14 1 y uej2m�\ =L N& 1 '4 _= W � L, '410 � _� I(Yh Q � 9 � 7h - - !� mqwdll!����[L) MRWIM- SECTION 5 LANDSCAPE PLAN - - .._..... - r Y� ► _ -4 - -_- '.1 - . -- - 1. 11111� 14 I I I I A0 059 @�) A -4 @�) -4 15�00P )4 1 14 �; i IP AM \ (7=!�� a :�M !��-�M t;g�n ! �_= �m ! i � � �=A !�_;�� t;gh " I 11 1, t ` = j �� 11 i i � 10 I I � `t. 11, , I , - _. _ ;a . - 11 - 141ST STREET NOTE: q' 141ST STREET cn 3' PAVEMENT EXTENSION �' ,L" MANHOLE CASTING EX, 0. $rn _ _ ---------------------- - - - - -- - -� - - - -- 11 -' �3 STONE SHOULDER - -- , 110 ED 109 ro N N N4 EX. _._._ _ _ _.__.___ . _. _.. _ ._ -_ _.__ -. __-__- _..____- .__.. __ ._ - - __ _ __ ___ ____ __ _ -_ _._____ - ._-- _- - -_ -_v I _ . - _ : - -.. 10 PEDESTRIAN TRAIL A _ -.____ ..- _ _ _ _ -- - - -- . -. _ _ - _..____. -. 108 r �� + + N.A.E. + + + + > o 0 0 0 0 0 +0 < o < > ' o > 0 0 0 0 0 0 < o 0 0 + >° o + 0 2 < +o o 915.3 912.0 9 .0 9 9 3.0 .0 913. 14.0 SWA .0 912.0 SV Y� `913 A.E. x H.P. 30' D.U. &L.M.A.E. 195 L.F. 0 1.03% 150 L.F. ® 1.00% 30' D.U. &L.M.A.E. V_-, ^C O. �,.1 40' B.L. 0 40 B... -"`N f s a - 125LF. 12' R.C.P. 40' B.L. 150' REGULATED `, * O 0.308 % ® y ; ® / � RAIN EASEMENT a I �'� ®�- 1�_ .. ® ••• •• ,,r ••• 4404F. .C.P. 8 G © tza..z 0 _/ G I i ' ® # sBI.F. I8 U 0 k • ° •zsz 8 � Q9 I � ®® LAKE �'1 �' 66 o ® ® m ° SWALE ® ,� N.P.= 908.75 #00 ti ® (� 2 YEAR ELEV.= 909.81 ••• � �{� 0 b °• U 174 V �, 0 102 L.F. ® 8 (DE) * 0 a o o �/ U) 915.1 m �:> 10 YEAR ELEV.= 910.68 O.- ® J I 0 . . ® ® 100 YEAR ELEV.= 911.90 1 915.0 914 � in I �,�= 900.75 `O D � BOTTOM ELEV. � A -< �: js-.Z. G G® �65,6'%.549 I 1. 0 914.6 915.1 ? F 13.9 z o t�;;; I ® C. A. 31 • �, VAR. D.U. &S. S.E. &L.M.A.E. � o V � ♦4' - I �- 66' `moo � (n r • 175 so' �, C.A. #29 00 I __ o G N I!- R* 915.4 91 o VAR. 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SWALE a < , ..; 1 f -' + aI =I s e0• 180 L.F. ®0.72% s _ _ __._ _.:_., a r = .' r r 5 -', if ____ __ __._- _- ___ -__ MF s 171 9'`�" / '.� PG 913 9 � _ T v s 177 �,s 9�\ �� ; 11- z .1 + _ .,.: 916.4 \ ; E Q + '` '` 4 /� 241 / MFPG=913.90 sq 916.4 N S�Sx yF\ �s• s `� CP ® r� O � , � ry � �) ;3 0 210 WALE o 00;� >t �� p, Gtr S6 \ s, \ 1 i V , r _,Y \ ti ^ t L L.F. ®1.00% O / sp \ O } \ BO. ,' ® y� »� rr.a�. u• o A h 170 tt I ',_ r , •a i t , t C / 9, rI, 4Y ° ��Fj. " q i + ® t` ,� I �, `� >r `1`t \ tt 1�. > ttt i t } 9 t s° !a.: + 9.\�°i 6 \ �O ,` / 6 \ 915.8 rs i ;..x i >£.G.' i.1 t� i i ?,; >, -,",%, } 0, " k 3. A) ?� }{ °° 00 6• / Jp, •`x .���/ ✓s x� 6' \ ® ,:� # RNk b T ., c } /I t (( , t r' t ;a o MFPG =913.9 \ D ?� \ ph I :11 t I '` / ,x cS 14 , t3 3 t t (; '1 ' t x i a ° _, ° O� / 1 78 o e O \G i I Y, i 1 a° �� 915.0 ,x� 60 ,yo° 6 mss• `�,r \ TD 5__--- ; 4_, e 1 6 B SF �> xs I ,If _ :__._..__._ F I F:i {-_ - -- t; I I yy., ,LO \ / : \ 9iT ° k0 I! i 9 1 �o �, 184 / I t ;. • mss, MFPG =913.9 �5�ry� y0 0" 916.2 'A� e° J �,• w' e:] .. E.B a j r E ' U I r + SWALE �G 179 �° �� �s �' \ s ", t U I "___1 n3 i r y a .: iA ' 1 i ' 13 3 I �> '% 76 L.F. ®1.05% �ro� '+� IS 914.6 �jQ� /ir �F / 1 + 547 �� ,3s �'.s \ `'o / U � 3 i 1 I 2Q ` O ,c` ? 3 Z r ti �S. 9 s' 0' Q 6 00 / O F •/ O 6rO 1° i II i ; I ; 1 �, Js. 'A� ti� o. P �,�' �o' moo• ,o so o• -1 ' -- S !i x 1 1 1 y OG o ,� J. 66 9Jrr l� I ^,,,, , s.. .° J "r < - , I, } I 0 S S�\ $ r ,- ��: `�s / '�° � ° � 185 � �, I 1 I _ -___ -f MFPG =913.9 c"'�, x°° ° 915.7 `� 9s i 3 i U , �_ i o ; I _ t - - _ - - -_ ,� ��Q °yam �' - i ', � 'J ,,\ r n. 180 ,� >r 183 550 f >.. I «I Ij o+ 9150Y � i 914 5 \ J I i , eve ory > 9 , �', Z/ I . - \11,_� ,I ._..___.- _ » »_...____ ____- ___-___ ^_-_-- z -____„ _ __ „„- -- „ ^____ ' (? ....3 Y �7 > I i t i i is`� l� �p0 �' I Y j 1 l I ? I / - \ 186 w; ! ) , p�50 9 r i '1 Y ;� w. '' f '� 915.2 r 188 I I ._- i E i (j - - - - z r - `` ° , �- 60 s 182 / �° � 1 N i i* 'i i k1 j• ` __"__ -. _. k:, - -- _.'� t } 3 I' y1' I i '1. 6 ' ' �,�• 914.6 b� / 1 GpA�. � ,, 1 '�y`.. E Y I I a,1 i i � 1 i .0 � , # # k3. ` "" i\ r. \ � °0 °���Q- 9> Ap 1Vi S' 's, ' E 1' �1 ,� ! f > e °O 6 1p o� SWA / 9 r.. ? I I I _, ;` 9°• �, Z,� s, 6' 18 L.Ft ® .10% 9 \ E .>", . �'. Y r 1. r 7; i I t I � J/ 7s, ^ Y / �? }jS 1 }� , " ". 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W, SM _- .______. --- .____:.:.1 - -- __,:I ,.�_- �:,:' t _ _____ ,, . , } f -;,AT ` i Y i . _ _ -_. 1. .11 I d _ - - - - - . _ ---- ---•-- - - t l i G ;1 v: t -- - \ , h ,« �,, E} it } I<t s •� ° - r t _ I / \ _ 1. it ; r M ; { l t y! •' -.<.,. i xq3 ,? t4 r ° SWALE � 1 -11 i >I 1 t �~ 1 1 k Y.-, >._� r_ ». 1) 9 L.F. 01.00% � 1 t t I : t ; iv r iz, 1 .1 \ _ _ ...... �D,^"::_ 1` S 1 - _- ` "i a a 'i -'.:'t p' « :.� •'i � _ h - _�__ S ; ^yV 11" } ' }t S "i t i I r � L _- 7._a,._ ,:.a_____'-___ } E. } } i i_t. ___- l.r..,,.,.. -F:•- t -I 1.0 -. -c�u, - ______ - -___.__ .- `` ' , i _ 5 i } 1�! ;� i s 1 t w_- 7 { i Q " 1 s: ,......•. - -- '. t *, i .., -; 1 i S t _ - F, �, 4 `Y" . j t i # '' j___' -_ »______T_.._._.» t t t { {ijtj , ,.t I t : "` •Y 4 h - -_ Y _».._ ._ -_.__" __Y :. ?; l t 3 ; f t S ,... ._ ..,, x , , _ t <, is E �i i E t - t 4 • t•z: : ' i_.- i•.i t ,,. _ ,_ ,- _ _ N ry t ' -} `� ? }'- g -. I I S 1 t Z I } 1 t I 11 t 4 s t , � t. ..,k tt i i j I .,y.�-' ._« i .:: -i Q: i ,_, ; 1 ,, t i . ` "az i 7 9 t - 'yI i #`: t_ -_ `}, t > ? i I ' k„ 111.11 z ,. ; _. < - �L,11 1;qD L f) ..1. , •:.-t .: _ x, - .r.. -_ ., , e > f ,� .� b.. I - .. " .. '[t 4. = "i s1 # i I 11 I { E t :1 1- , ? i ^ z� F 't 11. r„ 4 1 p s y� > I .i �, , -- Y�:' 1. h- li 1,: t 4 {.:', , s z i }. 1,.: t \•`s .y'-i • "- 8 ,.- } ? - r _-_..___-._- _- ,--'•' - t,- I �� ; t , • � ; 111 I a w '< Co SWALE C.A. 30 '' -.._. u £ - - --- -»__ »_--__- _ - -' __... I r; ( 11 1.24% # �r-� I ( 4 3 I 4 { f- t i r 4t i . . „,. VAR DU &SSE &LMAE °.. - •,' < d e I > r , - , iJ 11 f ! �,, il -..c. t s t + _ « + « _ , 1 �c =' .; ,- , t : @�` r 1 St} _t I �' 3 i C a' ® _ j' 11 I ; �.J 21 e..- C +�•' is . °;i:>e %_'t ! ' 1 _. _._ "" - .._ - - --.__......._.______._. Iis i s- \ E '. <t t l : ~` -__..._ °___• -_ r' -' -:7 j �„✓ 11 l t t i t i �13 % I tl .:r' z »_ <? 11 , I ! I t - t 4 4 i `-I i) K<: S -' ? j ,M -; i t "t I - 1 ' 3 ka. I I t } I; °' '# t t -, 1 1 I - > { t ,,,¢ ' < , i 1 , -1 ,5,. f..$ \.i' j 4 > • ,. "J ' : - 8 ," I "- �„ I - t 7 I ., j ___._..___. _._. _.___._____ ___._.. ;, ;- „ i t I u3..1 i E 1 I I I I } I� i aA I I j # t1 ! jjj I E :t 1 1 11. I Z �+ ii t 1 w '' ) `t I _J -J i E i,.,..; . I _ ._a w __J t t % _______ __ ____., L "' t. ti -_ F i __ .;1 C' i d _ 5 5 __ 1 2 1 <> r I 11 _ .^ a< ____ - - 1 1 I E I I , I 1 ` -1- »_._. ._- -_.::: { - - - . S < ,r f 3 3 ` i \ t I 1 # I 3 �� ^1 f. 11 Y1 # i 1 I t -: >` � , r I I p n jj i i ' � j [ it I` I � I �� i, a ` j, I ,I ) `I f = #t # i i : I Z - _- I .3 ttt _� 3 I s-# ._ -i ! E ,_,.__ ___•. -. r 1 # 1 ,'t f k j i P ;i Ill 1 y7 t I i r , . t ;I # , # - r j., *... -+ w, t C-> ,I ( : I s.{ Ie . w,:• - i' .S i>i ., v,fi 7 } (� S :3':s j t, + i r- q f_ I I 1 : b I i� , s i J 11 i J`8 S oS I: j( f #Imo. F, I 1 i E i s ^, I j i j ii # f r ( E I 1' 1 i -' / V t i :I (( b t + t # i, { li I � 1. # I f 1 f 'I`s 1 ; t 1 : - .I � S i - � - s . -., i I .*1�"�'�'r � •*)•M"`4 43'� i � r xf ,t: , _ NOTE: ROOT FLAIRS TO BE PLANTED AT GRADE �' \ 1F;;;JNE ONLY AS NEEDED , Y 1:1C r RUi18IrR HOSE Z MULI.5TRAND WIPE OR 14 GAUGE WIPE TREE WRAPPING r (FOR FALL INSTALLATION ONLY) 7' FENCE POST (AS NEEDED) -._. 3'SHREDDED BARK MLXCH /�-••� 3.5AUCER • ! FINISH GRADE '"^" .<, .. �� # * f _� EXISTING $OIL `-J I . _ k-� g� 6ACKFILL SOIL MIXTURE' 1 h "1 " ILII y- - � � C010PACTED BACKFILL MIXTURE s� l � Ili � W'n � .Jiul _ WS. P agge - r- SHADE TREE PLANTING DETAIL . - TREE PRESERVATION FENCING with project I.D. at nursery or contractors operations prior to +'WINE Cr1yY AS WEEOED moving to job site. Plants may be inspected and approved or Landscape Notes 1. Final placement of plant materials shall be approved by the Landscape Architect before planting operations are to commence. r� � 2. All disturbed existing lawn areas to be returned to existing -� .0 ':: , conditions. a c 3. All shrub planting areas to be covered with 3" layer of 'e shredded hardwood mulch. All ground cover beds shall be 4' SNOW FENCE WITH covered with 2" shredded hardwood bark mulch. Mulch shall 6•METAL FENCE POST be uniform in texture and color and shall be obtained from sawmill or lumbering operation. No utility mulch or processed o 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 �J /r/ 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 ins ected and t d WIDTH OF DIRIP UNE - - - - - - __ -- - NTS , , COMMON NAME AUW04 WS1 PLANT HEIGHT i ti F4it,INE' CJWLY AS t+EEDED _ MuXt1- sTnAKO W,AE Cr. IDA Ill GAU.'6E Wfil) . Y sfBIFDDED BAR% MULCH < "T 'ti., r tAUCa 11 - > 3'StwECOED BAwc L"CH FUSH owe 1•SALXnE" "i jj �,.. y "am 0t+A0E BAGCFLL 804, KXTURE T4 ��IDUCKBU 00AVACTEO DA "LL MtXTURI ? ANCHM y UACKFLL 504 LUIURE M COmPACTED in,Wu uxTUAE 50' 50' r:L:ry EX RG -SOL NORTHERN RED OAK ATL. , . " EVERGREEN TREE PLANTING DETAIL SHRUB PLANTING DETAIL. {` ,< ;, i? iE 3 . e_ »_._ » --- --------- - I : td _ ! I 0 KIE i �� U /[\ 3; 77J i ! o ! Q9 `I ji '•I • \AI /�. I I"" _.....__._..___ t t I I z ` ' 7 231 F t J_ I 1 I - I ti t I I ? i } e 1 t I t #;' 't t to t! fi - -� �,?-{ r] , -1 {, r, t ; 1 t {; 1 i I t t f I I ec ,, I f p 11 I t a,, V, - i% I r 1 `1 I{ 1 r , , -; , - _ - - f - ; I - { { _ f l { .�,, .,:�e>~ •.;� � " < i E ; 1 �.. J t { f t 7 -'�_., ,,' - ------- r ' « K f t, r - .I f 1 h �I D: A.______ __».._.. f f W x iT ri t,'1.. .� .. �.'r ':; j r# r 'f v' t ,I mt3 +..f�.n,� i r; f ,, j s .a.. { t :+ ir 1 f ;_ � I � , i, y f , I f ,- - f f ! -'v f s ,� ,ni I ,-, "., -11 Q) t 0 `rvy - #1 tsi. 0 > 3i 4 mr t . � 6# C) 20 1�a) r,"� E r f t I t ,I. II I I I ' 11 � i fy.;` 1 t - --- ---------- _.. - ---' -- Y , D I { I ' II If ' i , I < t : f O 1 } 7 f i I t 1 } f f <r I, I < I i -- _____.___ _____________ _ _ -___ I{ 1 '}{ Fr I� I,f !Y i ' f I I f E I I #t' f1 Ili , ;ir I _ ____. - . <_ 2 .1 - -1 - I 1 _,_ - __ - - _"_� _'�__�', : __-'_ ; »_ : _ - - ------------------------------------ - -- - - -- - .----- } • rejected on the job site by architect. 6. All plants shall meet or exceed American standards for n� ,� nursery stock 1996 edition as set forth by American �iOFiE i'YAIi 1iSiAUAI to" orar, Association of Nurserymen. '"� °�'�`�'L !•3MlCEII 7. All landscape plantings shall be guaranteed by the �Ff"M ORAGE landscape contractor for a period of one year following final >;t,Klw §.E>�ED inspection by architect. At the end of this period plant 11 11 L,KXTUK material termed dead or unsatisfactory b architect shall be Y replaced at no additional charge by the contractor. "TL 8. Peat moss to be used on ro ect shall be domestic or ORNAMENTAL TREE PLANTING DETAIL P j 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 COMMON NAME BOTANICAL NAME PLANT HEIGHT MATURE SIZE '1� Cr. or CALIPER I < "T 'ti., rn _ "i jj �,.. y 1]. �,.� SHADEMASTER HONEYLOCUST Gleditsia triacanthos inermis'Shadamaster 2.5" 3" 50' 50' ' NORTHERN RED OAK Quercus rubra (n CLEVELAND PEAR Pyrus calleryana 'Cleveland Select' 2" 10 -12' ht. 35' 0 HERITAGE RIVER BIRCH Betula nigra'Hedtage' 40' Q HARVEST GOLD CRABAPPLE Malus 'Harvest Gold' J LIJ U Q ROBIN HILL SERVICEBERRY Amelanchierx grandiflora'Robin Hill' 1.5 -2" 20 -30' GALAXY MAGNOLIA Magnolia x quinquepeta'Galax)( 2.5 � 0 0 WEEPING WILLOW Salix babylonica 45 ' 0 NORWAY SPRUCE Picea abies COLORADO SPRUCE Picea pungens 6 -8' ht. 7 -9' ht. 50' WHITE PINE Pinus Strobus 70' (SHRUBS) V) I OQ PO a) ..,I- EUROPEAN CRANBERRYBUSH Viburnum opulus'Compacta' in 0 co Co �� ORNAMENTAL GRASSES Miscanthus, Pennisetum, etc. VARIES VARIES SAND CHERRY Prunus cistena J z ,- BURNING BUSH Euonymus alata'Compacta' � STREET TREES Co N t` N 0 NORTHERN RED OAK Quercus rubra W CHINESE ELM Ulmus parvifolia (Minimum 1 tree per lot) LONDON PLANETREE Platanus x acerfolia'Bloodgood' Z 40 -60' ,,I- REDMOND LINDEN Tilia americana 'Redmond' 2.5 -3 O � BLACK MAPLE Acer nigrum C7 . S2 Q SCALE IN= 80' PE �- St"pp & a6a" ateo, Jtw. CONSULTING ENGINEERS LAND SURVEYORS (317) 849 -5935 FAX:(317) 849 -5942 1- 800 - 728 -6917 9940 ALLISONVILLE RD. - FISHERS, INDIANA 46038 M Z _o LLI X `1 Of Q W F- 0 ``````IIIIU 111111 /��� STOEPpF1'�.,. 41 ,1STE�gF � QQ ''Q. Q'' ,1 • No. 1. y- 19358 -o . STATE OF ' � i i t• /4- �. �'•�x*.-% %. /NDIWN - . �, •••• ............. ' ``%% ��'�•,SSIONAL• EN .�% '��F /1 /IIIIII1111tttt Z _Q 0 Z Z CD 0 11 '1� Cr. \f� I Q rn W 1]. W z E Li 00 • U (/) U �_ (n r') I- � Z Q J J LIJ U • U Z � 0 V) �> U-) -.4- ZD o °' N � V) I OQ PO a) ..,I- U in 0 co Co �� O Z Q •r J z ,- � V J Q � i< Co N t` N L� ,--., Co W P-= Q) � � / r+ Z � > ,,I- LL_ - W W O � 0 J C7 . S2 Q r�4-) W Z � C M a_ W Z F 0 Cf) U Z _Q 0 Z Z J Cr. CL Q X W 1]. W z 00 U (/) U �_ (n r') \..-,P � Z Q J J J LLJ Q U DRAWN BY: CHECKED BY: JDH EEF SHEET NO. C803 S &A JOB NO. 41760S6