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I : � -�- '� � BC 743 32 , TC 742.86 5 ``�: . .�..._ . .�. . .�..._ . � , � , � ' �` BC 742.36 � �PROPOSED 100 YR �, : 1d n�' :` . : ' �, . � . NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT NOTE: REFER TO THE SITE DETAILS FOR THE STORM SEWER STRUCTURE DATA TABLE N OTE: IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SH ALL BE LOCATED WI TH I N ON E FOOT OF THE PROPOSED RIGHT-OF-WAY. � ^.i w � � �' , '4 �,. � .,�` , � � � --�-� .� , ` ��'ti � � t,... ; � F.. } " � �`'�� � , �� � � �� � ������Q � ��{ �� ,,�5�,,` �� �,.. '`'' � . � � , ,����,,~,, . �Y' �'�V ��` `�,,~,,,~ � \ �� � f \\ . t � PROPOSED 10� YR � k.�'�� FLOODPLAIN � �'�� `; l ` \ � r ; ;s � �. \ ; � � � . �`��•. ��.;• t% _ -� ``v'` ` �`''' ��"' _. � .� r G,.�_`� �� ti,..� �� \�. ` ti;' ��,� „r � ��'.,,;-:�'•`�'\,•• ����; ���\i �o`' ;�;:'-«..� ,;_._ , � ', � : FLOOD PLAI N STATEM EN T THE SITE IS LOCATED WITHIN A FLOODPLAIN, AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP COMMUNITY PANEL NUMBERS 18057CO236F, DATED FEBRUARY 19, 2003. MINIMUM FLOOD PROTECTION GRADE: 742.50 MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS THAN 2 FEET ABOVE AN Y ADJACEN T 100- YEAR LOCAL OR REGI ON AL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. MINIMUM LOWEST ADJACENT GRADE: 742.50 THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL). N OTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CON TRACTOR TO VERI FY LOCATI ON, SI ZE AN D DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT EN GI N EER I F VARI ATI ON EXI STS. CAU TI ON ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO AN Y AN D ALL CON STRU CTI ON. 1- 800- 382- 5544 CALL TOLL FREE - INDIANA UNDERGROUND - ,. - �� c curb) � �o` I �� �� ,. � � I � I � �� 25' U BcD. E. � � I �� � ���� � �� � exist sanitary mh II tr: 738.55 � inv(s):726.55 �� � inv(n):726.40 �� � inv(se):726.71 � � ��i �� ��` �� \ � �'direction onl I ; �� Y ; I `�� exist curb inlet � � tr: 736.84 ��inv(w): 734.55 � f� �n v n: 734.55 �� i� C ) � �� � � � � � `� z O � W �� � � � M Q � m � � a� U � � 0 � � � J � m � Q N � � U P1 � -� a W� � � BENCH INFORMATION C1929 DATUMi INDR TTA-15 AN ON E I N CH DI AM ETER STEEL ROD SET 1.0' BELOW GROUND, 2.0' S. OF THE W. END OF THE CARMEL CREEK N. HEADWALL BRIDGE ON 96th STREET; 0.93 MILE E. OF KEYSTONE AVE. ELEV -737.87 ASI TBM �30 DISK STAMPED "HAMILTON C0." ON NW WINGWALL OF 96th STREET BRIDGE OVER CARMEL CREEK. ELEV -742.60 ASI TBM �60 CHISELED "X" ON SE BOLT FIRE HYDRANT; f600' N. OF 96th STREET AND f30' W. OF RANDALL ROAD. ELEV -739.76 ASI TBM �61 CHISELED "X" ON SE BOLT FIRE HYDRANT; f300' N. OF 96th STREET AND f30' W. OF RANDALL ROAD. ELEV -738.37 ASI TBM �62 CHISELED "X" ON SE BRACE POLE; f60' N. OF � 96th STREET AND f200' W. OF RANDALL ROAD. ELEV -740.11 3 � "''. ; � ; � ; ;� \ � � � � ;� � � ; � ; � i � � ;� __ ,� 1 � : ;� � \ ;� � ; \ i � ; ;� � � ; ;� � � ; ;� � � � � : ;� � ; ;� � : � 38' RIP RAP REQ'D: w N P ON D EM ER GEN CY SP I LLWAY N OT TO SCALE 11' OF NATIVE PLANTINGS REQ'D �,.�,_...��.,,� ABOVE NORMAL POOL -''`~_•••\_-'\.. : \ _. °>.__. ti_... ��_._..�L._ -�\ _..•� __�, .�..__�, .�..__�, _.ti ,° 100 � YR. FLOOD � ;� � �i _��4 �n .: � : I _ POND BOTTOM �; EL=722.00 ... �����. / ELEV: 741.60 ELEV: 739.60 TOP �OF �BANK��� '`-�� --..�� � `�° -�. ��.__ � ��_� 4 3 � 741.60 ��� . . � ��_.��__..^�-.__...._. L� � � "DO NOT MOW" SIGN ; '� L 10' SAFETY SH E�F 4 _ _�, ...__, _�,.._._z�..___�,...__�:. ----��...__�,...__�,... z�.._ �..--�,.::....,�,___�..__�,.;...,...:--��_ �: ���,_: 6"� TOPSOIL .CAP ON CLAY LINER REQ'D `; �'�; 12" CLAY LINER REQ'D � �_ � _.:.. _..: �.._: t� ._...•. _.- � ��_--� . '�.... ��ti�__ •��... -���__ -�__ � � �__ � �.__ ���-.__ �'�,.. � •t....: � ��_..: DETENTION POND CROSS-SECTION N OT TO SCALE 0' - 40' 80' SCALE: 1 "=40' EXI STI N G LEGEN D � BEEHIVE INLET � CURB INLET Q DRAINAGE MANHOLE Q MANHOLE � GUY WIRE � MAILBOX • GUARD POST � RIGHT-OF-WAY MARKER Q SANITARY MANHOLE -� SI GN � ELECTRIC MANHOLE m ELECTRI C M ETER � LIGHT POLE � POWER POLE � TRANSFORMER -� GAS MARKER GV � GAS VALVE �-O BRACE POLE � UTILITY POLE e TELEPHONE HANDHOLE �T TELEPHONE MANHOLE � TELEPHONE PEDESTAL JI� TELEPHONE BOX o DETECTOR HOUSING � TRAFFIC MANHOLE fi� TRAFFIC POLE � TRAFFIC PEDESTAL � FIRE HYDRANT �O` SPRINKLER VALVE Q WATER WELL � WATER M ETER � WATER VALVE � CONIFEROUS TREE a DECIDUOUS TREE PROPOSED GRADING LEGEND M.E. MATCH EXISTING EP EDGE OF PAVEMENT BC BOTTOM OF CURB TC TOP OF CURB 000 CONTOURS ••• FLO W LI N E TC 000.50 CU RB ELEVATI ON S B� 000.00 000.00 SPOT ELEVATIONS AN ELECTRICAL TRANSFORMER A SIDEWALK FLUSH WITH ASPHALT B TRANSITION FROM 0"-6" CURB � CURB FLUSH WITH ASPHALT � �' �' �' �' �' �' �' �' �' �' �'� �.� �. �.� �.� �...-. �.... �.... �.... �.... �.... �.... ____ ___ ___ ___ ___ .�� : _ , �, . �����` ``````��°�����.; OVERFLOW PATH �; � titit ti � ti t tit. �t �t �t �t �t �t �t 4 `�. �.,. �.,. ti ��.,. �.,.. �.,. �.,. �.,. �.,. �.,. �... �;,' ` � � �.� ' �.� ' �.�._-�� �.�._-�� �.�._-�� �.�._-�� �.�._-�� �.�._-�� �.�._-�� �.�._-�� �.�._--� . •.•.•.•.•.•.•.•.•.•.•.•.•.•. � .............. NATIVE SEEDING .; 1. ALL WORK TO CON FORM TO STATE AN D LOCAL REGU LATI ON S. 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth ) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. 9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 11. ALL STORM SEWER M ATERI ALS AN D I N STALLATI ON SH ALL CON FORM TO LOCAL STAN DARDS. 12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. 14. DUE TO SITE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE EXISTING CONDITIONS AND INCLUDE IN THEIR BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND/OR EXPORTS NECESSARY TO MAKE THE SITE BALANCE. 15. THIS LOT LIES WITHIN FLOOD HAZARD ZONE 'X' & ZONE 'AE' AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY HAMILTON COUNTY, CITY OF CARMEL, COMMUNITY NUMBER 18008� & 180081. PANEL NUMBER 0236F. DATED FEBRUARY 19. 2003. 16. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL'S STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCES. 17. ALL PROPOSED STORM SEWER IS PRIVATE STORM SEWER EXCEPT WHERE LOCATED IN RANDALL BYPASS RIGHT-OF-WAY. STORM SEWER LOCATED IN RANDALL BYPASS RIGHT-OF-WAY IS PUBLIC M STORM SEWER. � 18. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY � � THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE o APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY � DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM THE DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE � DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A Z REQUIREMENT ON AS-BUILT RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE � GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR o LESS OR 10 FPS OR GREATER (AT FULL CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT v THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED o0 TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. p�N o � M O � QC.4M.� ��� o (n N � � � � ~ � ZZcj v J � L � J � � _♦ � 0�/�� � � V! °�Qti � � V! _ti � J � � U Zz � � � W � _ z ~ a V U � w� Q � � � ■�Q ■■ ```�������������������� �,,• � FETAy �%, .� �,�- '��i % ��` Q' • ���STE C' '% � <c, RF � � � . •� O • . � _ . No. . _ _ * 19900549 * _ � ° �'. STATE OF '� �� �0 � '� ��� '�,'�' �HDIAN�, .•��``�. .,F������� .. �C,,. �� � �'��' ���� ,,,, N A /� �� . R TI FI E D B Y 10/1 � 2013 I .� � � � � r N � W � 0 � � � � ■ � .. �� w � � � Li � aa � � � � w Q Q Q � � � � � W � � J , W � � � � Q � V � N r W � � � � � J J a Q Z � Q � � Z 0 H � � U � � � � � w � o,Zi J � � W W�� J W OC W a � � � V H � � _ �+ � � DATE: 12/21 /12 DRAWN BY: PED CHK'D BY: AF �OB N 0. 2012. 01436 R EVI SI ON S 3 ADLS/DP 06/04/13 4 TAC 08/16/13 5 COMMENTS 09/10/13 g COMMENTS 09/25/13 7 COMMENTS 10/09/13 SH EET N 0. OF 2012. 01436. CE. 07. C400. GP. d wg