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Home My WebLink AboutOutback - Carmel IN Civil_Part5.pdf� � -� _ � v � � � 0 U � � � � 0 � � � � 0 U � � .�, � � � � � �� .� o �� W C�1 � o � N � � o � � N �j L � �� °' L o�� Z � _� � �wm Z �o o � �,�, o� a° J � � � E � � a� � U � � � SEE ROGER WARDS PLANS FOR 33 CONTINUATION OF FLOOD ROUTE I.�. ��J.�U N V S. 889.50 BY OTHERS) I r ^ r . 11 •r ^ �i�J � O i STORM SEVVER STRUCTURE DATA TABLE STRUCTURE STRUCTURE TYPE TOP OF CASTING INVERT NUMBER CASTING TYPE BY OTHERS 1 OUT 889.5� 200 MANHOLE 893.50 SOLID Pi e- 201 INV IN = 889.60 P C ) 4 P i pe -(202) I NV I N= 889.75 201 MANHOLE 894.31 SOLID Pipe -(208) INV IN = 889.75 Pipe - (201) INV OUT = 889.73 Pipe - (209) INV OUT = 889.73 3 Pipe - (203) INV IN = 890.00 202 MANHOLE 893.32 NEENAH R-3405 Pi e- 206 INV IN = 890.00 P � ) Pipe - (202) INV OUT = 890.00 2 203 INLET TYPE E 893.24 NEENAH R-3405 Pipe -(204) INV IN = 890.50 Pipe - (203) INV OUT = 890.50 2 204 INLET TYPE A 892.95 NEENAH R-3405 Pipe -(216) INV IN = 891.19 Pipe - (204) INV OUT = 890.86 2 206 INLET TYPE A 893.27 NEENAH R-3405 Pipe -(207) INV IN = 890.50 Pipe - (206) INV OUT = 890.50 END SECTION N A � 207 / N/A • _ P�pe (207) INV OUT = 890.67 2 208 AQUASWIRL 894.26 SOLID Pipe -(209) INV IN = 889.74 AS-5 WQ UNIT Pipe -(208) INV OUT = 889.74 9 I 8 7 STORM SEWER PIPE DATA TABLE DOWNSTREAM UPSTREAM SIZE LENGTH SLOPE STRUCTURE STRUCTURE 201 200 18" 16' 0.82� 202 201 18" 71 ' 0.35� 203 202 18" 166' 0.30� 204 203 15" 160' 0.22� 206 202 12" 131' 0.38� 207 206 12" 42' 0.41 � 7 � GJ g .�j � .� �. �� >° � � �� , , Q��6 5 o��°66 ° g��°� 3-`�g � � g, � �� g gg3 �� 36 8°�� REFERENCE BENCHMARK: B00 54 1989 - THIS STA TION IS LOCA TED APPROXIMA TELY 1. 0 MILE NORTHEAST OF ZIONSVILLE; 0.2 MILES EAST ALONG WEST 121 ST STREET FROM 1TS JUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OF DAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4 OF THE INTERSECTION, AT THE ENTRANCE TO THE EA GLE VI LLAGE SUBDI VISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WI TH THE GROUND; A DEPARTMENT OF NATURAL RECOURSES BRASS CONTROL TABLET, STAMPED "B00 54 1989 "; ELEVA TION = 900. 759 FEET (NA VD88) TEMPORARY BENCHMARK: WEST BOL T ON A TRAFFIC SIGNAL POLE LOCA TED A T THE SOU TH WEST CORNER OF THE INTERSECTION OF MICHIGAN ROAD (US-421) AND RETAIL PARKWA Y ELEV. = 893. 74 (NA VD 88) POSITIVE DRAINAGE WILL BE MAINTAINED FOR THIS SITE. NO "BIRDBATHS" OF MORE THAN 1/8" IN DEPTH SHALL BE PERMITTED. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER/ OR ENGINEER. DISCHARGE SUMMARY W EST 0 UTLET EAST 0 UTLET PEAK DISCHARGE CFS PEAK DISCHARGE CFS RETURN PERIOD PR - P POST-DEVELOPED PR - P POST-DEVELOPED E DEVELO ED E DEVELO ED 10 YR. 1.64 5.67 0.84 0.34 100 YR. 2.45 8.43 1.26 0.51 NET SITE ACREAGE MINUS ROW 1.24 ACRES OFF-SITE ACREAGE 0.17 ACRES DETENTION VOLUME REQUIRED SEE PLANS BY ROGER WARD ENGINEERING, INC. DETENTION VOLUME PROVIDED SEE PLANS BY ROGER WARD ENGINEERING, INC. NOTE: OFFSITE DETENTION POST TIME OF CONCENTRATION -15 MIN PROVIDED TO THE WEST OF THE SITE BY ROGER WARD ENGINEERING, INC.. SEE POST RUNOFF COEFFICIENT -(VARIES) CALCULATIONS AND PLAN SHEETS PROVIDED BY 0.30-0.85 (AVERAGE �.72) ROGER WARD ENGINEERING, INC. 6 I 5 4 026° �8 `' I I T �. Y� � �.1 � 8 �� . � �� ti 1 � � g �� ' � � � �� c� _ �:�` z i ' �o 1 �Z � � � 3 , , � � � � � i t � t � � � � i o i i � 1 � � � � � � � � � � , � � � � � i ; i � i � � 1 � � � � i t i � i � � � � t � � i t i � � �� 3 7 z -� 3 �J1 3 -� r � ' .:� z z � � •° 'T' I � o � � o � I �� ° � � � � � � � � .. � � � � � i i ("� � � ��w3 � 1 � , � � � �� » � ► � i �� i � � g°� � � 62 1.26 � � O �1 � S . gg � c� � o � � z� � � � b � .� � _ � � -� ' � � `� � o i � ��.u� � C � .I, ' z � N [ � � � [ �� V � ' F-� � � It0. ,. � [�, � I � � �°. GJ � 801 � �; � � � � TC , �T� /N ► /r�� 9� �, �ET i �E�, �� 2 � �39 � 6 �0 .8 ,� � � � 8 � RCP � �12 ,� �� : �." I . I � 1 � �j� •5 � � [ � � f � �i � I � 1 �� =�7 = f z i' � �o ► � � I �� 1 z -< � �r [ O � � . i N � O ] o � � � � � [ i I l � [ I f � l 1 GRADING PLAN N�TES: 1 8" HDPE ROOF DRAIN � 0.50� MINIMUM 2 RCP CLASS IV PIPE 3 RCP CLASS III PIPE 4 WATER QUALITY UNIT, AQUASWIRL AS-5, REFER TO SHEET C203 5 NOT USED 6 SWALE WITH SUBSURFACE DRAINAGE TILE. REFER TO DETAIL ON SHEET C203 7 NOT USED g 4" SPIDER DRAINS PER DETAIL ON C203. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 4 3 � z 0 � _ � 0 C z 0 2 I 1 GENERAL GRADING N�TES: 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, 1995 EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95� OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 3. MAXIMUM LAWN SLOPE IS 3:1. 4. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 6. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 7. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. 8. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 9. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH . 11. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. 12. VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. 13. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENT, STATE NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO THE WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY. 14. CONTRACTOR SHALL PRESERVE EXISTING TREES WHENEVER POSSIBLE. OWNER, OWNER'S REPRESENTATIVE, AND CITY OF CARMEL URBAN FORESTER SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALATION LIMITS AND CUT/FILL AREAS. IF CLEARING LIMITS VARY FROM APPROVED LANDSCAPE PLAN, THEN CLEARED TREES SHALL BE REPLACED TO BRING FINAL SITE INTO COMPLIANCE WITH APPROVED LAN DSCAPE PLAN. 15. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPLACED AND CONNECTED TO NEW STORM SEWER AND POSITIVE DRAINAGE PRESERVED. 16. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE IMMEDIATLEY BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 1 7. N O E A R T H D I S T U R B I N G A C T I V I T I E S M A Y C O M M E N C E W I T H O U T A N A P P R O V E D S T O R M W A T E R M A N A G E M E N T P E R M I T. 18. ALL STORM PIPES ARE TO REMAIN PRIVATE 19. ALL EXISTING STORM STRUCTURES TO BE CORE DRILLED FOR NEW PIPE CONNECTIONS. LEGEND � FH� � = EXIST. FIRE HYDRANT WM • O� = EXIST. WATER MEfER/VALVE 8 = EXIST. SIGN Q = EXIST. MONITOR WELL • PKF = EXIST. IRON PIN & OR PK (SET/FOUND) �GM � O = EXIST. GAS METER � � = EXIST. GAS VALVE � � � = EXIST. STORM INLET O '�" = EXIST. STORM/SAN./TELE. MANHOLE EM■ � O = EXIST. ELECTRIC METER �� = EXIST. POWER POLE/POWER POLE w/ LIGHT GA � � = EXIST. GUY ANCHOR T. Ped.� 0 = EXIST. TELEPHONE PEDESTAL Ac = HVAC U N IT CO � = EXIST. CLEANOUT �MB = MAILBOX � = EXIST. LIGHT Q eo� = EXIST. BOLLARD = = = EXIST. SANITARY SEWER LINE _ _ = EXIST. STORM SEWER LINE - -89� - = EXIST. CONTOURS = CONCRETE END SECTION (C.E.S.) � � = GATE POST � = TRANSFORMER - - - = RIGHT-OF-WAY LINE - - = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE STM = PROPOSED HDPE ROOF DRAIN � = PROPOSED PIPE BOLLARD O = PROPOSED MANHOLE = PROPOSED CONTOURS 894.50 = PROPOSED ELEVATION - DRAINAGE FLOW ARROW W = WATER LI N E G = GAS LI N E F.F.E. = FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (PIPE) RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE CPP = CORRUGATED PLASTIC PIPE PVC = POLYVINYL CHLORIDE PIPE STR. = STRUCTURE M.E.G. = MATCH EXISTING GRADE SSD = SUB-SURFACE DRAINAGE TOC = TOP OF CURB GUT = GUTTER OUL = OVERHEAD UTILITY LINE T = TELEPHONE LINE TBM = TEMPORARY BENCHMARK E = ELECTRIC LINE � � � � = CONSTRUCTION LIMITS = EMERGENCY ROUTING FLOODPLAIN NOTE ONE HUNDRED (100) YEAR FLOODPLAIN, FLOODWAY FRINGE OR FLOODWAYS DO NOT EXIST ONSITE. EXISTING AREAS PERVIOUS = 1.68 AC. IMPERVIOUS = 0.06 AC. PR P ED AREA 0 os s PERVIOUS = 0.52 AC. IMPERVIOUS = 1.26 AC. � IMPERVIOUS = 72� (BASED ACREAGE OF 1.78 AC) 2 SCALE: 1 " = 20' 0 10 20 40 0 � 4� N � � �� a� � � � � c� � . �--i aA '� � � r--� � � O � � . �--� r� . O � � c�'' � � �. � O .� � � '� a� o � �� oo `o �o� � � � `O � O � � � `O N M o�o � o�o �o� �o� M 00 M � � � M--� �� W � � .� � � � � • - +� � U � � W � _ �._ '� i UQ - � � � ' � C� � U � � � � CI� � � � J � C� J � Q Z � 0 � v� � � � w a; W x w � � z � � � � � �, � � � � O O �p v pq �' N Z O W v� U U f� cn \ Q � � � � �.,� U� � o w N f� a� w'� N � � z � � � � � N 0.�'� � ° w 0.�'� x � � p..� Q° Q Q U Q �� O N N N �� w��oo � � � r � � � � � Q N O O O a� � z 0 � � z w J (� U Z � o � � � Q o � � � � � o � U � � ��z� c~n � Z Z � z 0 Z � 0 J U (n (n J °��z �� W � ````��\11111111////��i// .�`�� S �• s H�NN �''% .�`� �� ST E " F'% �'% ��G ; �� RFO��..9 '� � � i � � � , , - • - _ . . _ = _ 10200392 � - _ - � -o STATE OF � � � �� '%� 0,�� !/�p�ANP..�� ``�`� - �� s ..... �� `�`� �,,� S/pNA� � `�� /��lllllllll��`` JAMES K. SHINNEMAN P.E. 10200392 . . . . �`=:t � :.��:� M � � .,,,.�. w � r�� e� �'.�.,,�-.'�'. � � s. � �o �,�;.�:.�;�. _ _ _ \ � ti�;�; i�+ Y w Q � • �,�: t� � O t.:= :��F; � :�: •r�. � N T^ r;�, V L �>��-:,�. 7' '°��= - . . . � � � � � � � �� M--� C� � W � � � � � � � � � � � � � W � � � � � � � a � ^ �� M � � � w � � � � - � � � � � � � � � � � � � � � � � W � � � � E--� " � � W � � �� a � � � � � � '^ � � V1 � �� -� � � � � � � � 0 � � � 0 0 o ti � � �- w � � Q� � � � � �� [� ~ � � ' � � y� Kn ow wh at s b e I ow. p� � a� Q Q ' �0 � �� , � a before ou d� . a Y g Within /n dian a Call SHEET No . 8� � or 800-382-5544 24 Hours a Day, 7 Days a Week. PER INDIANA STATE LAW IC 8-1-26. IT I S AGAI NST TH E LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT N0. LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. w11. 0 6 5 5 1