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HomeMy WebLinkAboutSite PlanN/F N/F 5-E DAVID M. & THOMAS G. COREEN J. FARIA 0 5 0� CONNOLY CORP. !74✓ ` -1 , /� A=12°53'00" R=700.00' N/F ° N/F L=157.40 T=79.03 KIRK R. A=9°23'15" R=570.12' N10 30 27 E n 12� _STONE R T HORD 585°25 36"E 157.07 MERCADO\ L=93.41' T-46.81' 8'50 N/F N/F MEI JIANG YANG N89 45 10 E PAUL E. PHOEBE W. & & —ZZ;_ CHORD=585°33' 12"E 93.31' ` 72 ,�o err. CONc. �, KALIN R ROC HOLZ & CHENG DONG � sr� ETAL B b� °RIVE DE EK K NSF Q0, P ^' EAM RqI� - ___ b b — f S79° 92 33�-E I FEN. WILLIAM T. N/F � \° 33g.50' POST KOCH JR. 1 DONNA / TAT 0 c — — .� -� S E OF 1 FRANKLIN / CONNECTICUT �� N28°54'26"E �- rfi A=17027'27" SrpNE R 50.00'yYo Z °_-_�.....- _ 2 �_ 6 ET. W D / "2., `�—�- 130.90 R-_40.00 4-, ALL � '---�_ — L=i�3.13' /�62 bo __\ ,--6 RET. TRE BL TR 4b' \� _ — / \_ „WALL ti o -, cONc 24 / _ TREE �- p�'''-�-._ DO ti _ _ OAK w0 STS CONI °'WALL // 05`34 23.00' \ 6 ] ,411 0 TO 2s44 J 42` __� b0 / / / FFL=42.4 . BUILpr BIT. CONC. I / 36 '� ` 40 ` _= \� \ C)/ 0 / C L=42.91 NG 0D b 3 4 Lp 5 o �' 34 _ -� _ `�� , 44c- LTJ O — =i271f 3 4 ��o- ST IPL' ,✓ / \ s 40 - �"� _3� X38\\ BU FL -41.77 --� 32 30 -�\" 0 0 -- 28 30 o, 30 �� STEPS 1 �O, \ -��� 1\\ BUILDING \ \ _ O CONC. N ---� U) O \ — •::: \ _� 4 \ �� \\ FFL=28. MW __-----------CIO I<D Z -�� �� u�Q40,_ \\ \�, \ y f GNAS ; - �" R120 MW G --------------- ` ---- -- / -I--_ 0 °D TR ' 102 1 V I �\ \\ \ 2� \ / \ \ \ \ CONC � I AREA 2 , 6 LDIN Ck , of \ \ ..,, \ \ G IM \ \\ / -�. _ INCREASE FROM NEY f ��\ \ 2013-2016) BUILDING AREA 1 tie do \�\ �• 28 �..-(INCREASE FROM BREDEVINE 2013-201fi M Q' 1 I \ \ ,LC 9 22 WALL a J 3 2 MON. FND. ONC STEP 5 UNDER WALK ..--- 18 ...... ............. "�....... ................... ff BUILDING 22 \` 25 2 o� \ o / \ _ Al o \24 c POP \\ ` 40 \`26 MW MW 105 FFL/ MW 24 =29.85 104 6 O \ \ UILOIN `�GAR. FL=20 \� BUILDING 'b RAMP HED FFL=29. P2 -MW I \, R W 1 \5 \\� STEPS \ \ \ \\\ \ X40 36 �-�\1, bECK -- — \\ \6� �' \\ POLE — —_ — POLE , AREA 3 \ \\ \ \\ \ 48 \ \\ \\\ \ `\ ��_ \ / \\ (DECREASE FROM P2 2 \ \\ \\\ \ 52� .� � \\ 2013-2016) \\\\ 00 k MWtE MW 45 4R2 ; FEMA 100 -YEAR STREAM \ \ \ 8 \ , l \\ \ ( MW 40 ELEVATION (TYP.) p \ \ \ \ \ BIT. ' MW O� 6 s9\ \ \ \ \ \ \ moo\ r' UNC. 4R ` APPROXIMATE FEMA FLOODWAY LINE �� _>\ APPROXIMATE FEMA 100 -YEAR �O \ \ \ \ BASE FLOOD ELEVATION LIMIT 72-J \ \ff, \ AR \ \ \ \ $ �' / — — — APPROXIMATE FEMA 500 YE �, \ \ \ \ \ /� / 48 ---.�, BASE FLOOD ELEVATION LIMIT \ \ \ - / %, 50•--__ — -�\ \ m I \ \ S So �% /----------- 48----.._ —70-1 �\ 2 6� \\ \ \ �' �� \6 I I� NOTES: \ o \ \ I N Y I TING CONDITIONS 42 PINK ROW, PREPARED FOR \ \ \ \ J 1. THIS PLAN IS BASED ON THE SURVEY EX S CO TION MAP. CT," nn \ i ADVANCED ENVIRONMENTAL INTERFACE, INC., MONIVILLE, CT, BY AESCHLIMAN LAND SURVEY, PC, DATED TO \ \ \ \ \ 10-9-13. MODIFICATIONS TO THE SURVEY, DEPICTED ON THIS PLAN, INCLUDE THE FOLLOWING: \ �Q \\\� • MODIFICATION OF THE GRADES ON THE SOUTHEASTERN PORTION OF THE SITE. THEY REPRESENT 68- APPROXIMATE CURRENT FIELD CONDITIONS.\ \ \ \ \ \ I I ,0 • WE ARE SHOWING IN A SCREENED MANNER FUTURE GRADES OF THE SOUTHEASTERN PORTION OF THE \ 6 \ \ \ I SITE, INCLUDING A RETAINING WALL. THESE REPRESENT THE PROPOSED CONDITIONS DEPICTED IN THE \\ \\\ I I , o 2013 APPLICATION AND SHOW ON THE PLAN PHASE 4 -PAD READY CONSTRUCTION AND EROSION 1 CONTROL PLAN, 42 PINK ROW, PREPARED FOR THOMAS G. FARIA CORP., MONTVILLE, CT, SHEET 5 OF 66--' 12 SHEETS," ADVANCED ENVIRONMENTAL INTERFACE, INC., DATED 12-14-13. .� o \ 6 o: • ON PUBLISHED DATA FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY, (FEMA), WE ARE 8\ \ I N o I BASED \ \ / � o SHOWING APPROXIMATE LIMITS OF THE OXOBOXO BROOK FLOODWAY, 100 -YEAR BASE FLOOD AND J\ \ 64 500 -YEAR BASE FLOOD. \\ \ I • WE HAVE DELINEATED ON-SITE WETLANDS. WE ARE SHOWING THE APPROXIMATE LIMIT OF THESE \\S\ \ \ WETLANDS. WE ARE ALSO DEPICTING, IN A SCREENED MANNER, THE LIMIT OF WETLANDS DELINEATED \ '� _ �/ �� I r, AS PART OF THE 2013 APPLICATION. OUR SOIL SCIENTIST FOUND MINOR DISCREPANCIES, AS SHOWN O- \ \ / /t BY AREAS 1-3. A DESCRIPTION OF THESE THREE 3 AREAS CAN BE FOUND IN THE BSC WETLAND \ \ INVESTIGATION LETTER, DATED AUGUST 23, 2016. \ � ca \ N LEGEND - FEMA FLOODWAY % 186 5E3' I 0 gA - FEMA 100 -YEAR LIMIT 52 > 55 xle 7y__ 89 °1 - FEMA 500 -YEAR LIMIT I ROAD CO MON 4 2� LY REFERRED TO AS • — - 2016 LIMIT OF WETLANDS `So FARIA LANE - 2013 LIMIT OF WETLANDS (SCREENED) \ OXOBOXO LOFTS 42 PINK ROW IN UNCASVILLE CONNECTICUT ANTICIPATED CONDITIONS PLAN SEPTEMBER 1, 2016 T LM LS b �'i' SEP - 1 2016 *7=:!l By PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET WALTHAM, MA 02451 BSC 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2016 BSC GROUP, INC. SCALE: 1 " = 40' Immmommid—m -I 0 20 40 80 �r FILE: 8364900—XCP.DWG DWG. N0: AC -1.0 JOB. NO: 83649.00 r/ `. \�... x-74.0000000 �.M �.-- CONC. SILT FENCE (TYP.) TEMPORARY STOCKPILE -----____ ~----� ___ a ----=-- - --- _ - _ �- '"� �' FEN, / LOCATION (TYP.) `0 1 % PROPERTY LINE TYP. LIMIT OF CLEARING a`�\ �'"`" `------ -� ( ) 00 --__ -•�„ 7O� .�,," (TYP.) '0 LO � ""-• ..� _,...._,._ _� `` •..._ � � � ' ......... �.•,.. TEMPORARY CONCRETE4r5 -. ._ -- �, ,� �-�-. �--- �,- . ---- �.. WASHOUT AREAWALL 45 ALL S7-0 _ CONC /CONC--'' �- b wo 46 50 -"`()-rL �'�~ '�```-- 12' X 50' CONSTRUCTION _. ENTRANCE (TYP. OF 2) PPL= 42.4 CO 8 BTT: CONC. �. 40 -� [ ----' Lz42.91 �b 3 6 ,.6� PLACE STAKELESS HAY BALES ``� \ �•., '� - 4bACROSS CONSTRUCTION ENTRANCE �- 34 Ab '`-� AT THE END OF ACH WORK DAY f 44.. j _``42 AO 4 r'\FL= 41.i A 3-2---tUL / iNG STEPS ' -28 30 --- 30 Y .....w._ 30,NG BT � `� j T. CONC. NOTES. \ ,� 1. THIS PLAN IS FOR EROSION AND SEDIMENTATION (E&S) CONTROL ONLY. SEE OTHER PLANS FOR THE SCOPE OF CONSTRUCTION WORK. / \� CATCH BASIN FILTER �'' CONIC ""r2 ...-.--•-�"'`' �� \. INSERT (TYP.) 2. [SWPCP Only]THE E&S MEASURES SHOWN ON THIS PLAN ARE INTENDED TO BE IMPLEMENTED IN CDEWATERING WASTEWATERS FROM CONSTRUCTIONONJUNCTION WITH THE PROJECT'S `'GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER ANDCHZ ACTIVITIES" AND THE ASSOCIATED STORMWATER Y ------'''``` �\ MNEY POLLUTION CONTROL PLAN (SWPCP). \`'`�,, �` BUILDING � SILT CURTAIN AT 3. DO NOT PROCEED WITH THE WORK UNTIL ALL E&S CONTROL MEASURES ARE IN-PLACE AND HAVE r,,\ \, `''"�• LOCATION OF 1 BEEN INSPECTED AND APPROVED BY THE ENGINEER. �-''' �'�- S FOUNDATION REPAIR 4. THE MEASURES SPECIFIED HEREON ARE THE MINIMUM REQUIREMENTS FOR E&S CONTROL AND ARE 11,11. 2b SHOWN IN GENERAL SIZE AND LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR�- ENSURING THAT ALL E&S CONTROL MEASURES ARE CONFIGURED AND CONSTRUCTED IN A MANNER: \ LL A THAT WILL MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. PROVIDE ADDITIONAL E&S MEASURES AS REQUIRED TO CONTROL EROSION AND SILTATION THROUGHOUT THE DURATION OF THE CONSTRUCTION AS CONDITIONS;`, DICTATE AND/OR AS DIRECTED BY THE OWNER OR THE ENGINEER.' ---1 4 STEP 5. [SWPCP Only] IN ADDITION TO `PLAN IMPLEMENTATION INSPECTIONS" AND `ROUTINE INSPECTIONS" THAT MAY BE ASSOCIATED WITH THE "GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL MONITOR AND INSPECT ALL E&S MEASURES IN AN ONGOING MANNER THROUGHOUT THE WORK AND TAKE CORRECTIVE MEASURES, AS REQUIRED, TO MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. 6. MONITOR AND INSPECT ALL E&S MEASURES IN AN ONGOING MANNER THROUGHOUT THE WORK AND TAKE CORRECTIVE MEASURES, AS REQUIRED, TO MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. 7. ANY EROSION AND SEDIMENTATION MEASURE IMPLEMENTED BEYOND THAT SHOWN HEREON SHALL CONFORM TO APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT'S 2002 `'CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL." 6. ANY STOCKPILED MATERIAL SHALL BE SUBJECT TO EROSION CONTROL MEASURES THAT INCLUDE A MINIMUM OF SILT FENCE OR HAY BALE BARRIER COVER STOCKPILES IF SIGNIFICANT RAINFALL IS PREDICTED. 9. PROVIDE TEMPORARY SEEDING WITH MULCH ON ALL EXPOSED SOIL AREAS WHERE WORK WILL BE SUSPENDED FOR LONGER THAN 30 DAYS. APPLY SEED AND MULCH WITHIN THE FIRST 7 DAYS OF SUSPENDING WORK. WHEN SEEDING IS NOT POSSIBLE DUE TO SEASONAL WEATHER CONDITIONS OR OTHER FACTORS, PROVIDE TEMPORARY STRUCTURAL SOIL PROTECTION SUCH AS MULCH, WOODCHIPS, EROSION CONTROL MATTING, OR COMPOST. 10. ALL TEMPORARY SLOPES IN EXCESS OF 3 (HORIZONTAL) TO 1 (VERTICAL) SHALL BE STABILIZED WITH EROSION CONTROL MATTING OR APPROVED EQUIVALENT. 11. NO RUNOFF SHALL BE ALLOWED TO ENTER ANY STORMWATER SYSTEM OR EXIT THE SITE PRIOR TO TREATMENT FOR SEDIMENT REMOVAL. 12. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLOW THE ACCUMULATION OF RUBBISH OR CONSTRUCTION DEBRIS. ALL TRASH SHALL BE CLEANED ON A DAILY BASIS AND THE SITE SHALL BE LEFT IN A NEAT CONDITION AT THE END OF EACH WORK DAY. 13. TAKE ALL NECESSARY PRECAUTIONS TO AVOID THE SPILLAGE OF FUEL OR OTHER POLLUTANTS AND ADHERE TO ALL APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILL PREVENTION, CONTROL, AND RESPONSE. 14. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER AND MAINTAIN ADEQUATE MOISTURE LEVELS. 15. SWEEP ADJACENT ROADWAYS IF MUD OR SOIL IS TRACKED ON TO THEM, OR AS DIRECTED BY THE ENGINEER. SHOULD THE CONSTRUCTION ENTRANCE FAIL TO PREVENT THE TRACKING OF SOILS OR SEDIMENT OFF OF THE PROJECT SITE, A WASHING RACK SHALL BE INSTALLED ALONG WITH APPROPRIATE MEASURES TO COLLECT RESULTING WASTEWATER. 16. DRAINAGE STRUCTURE FILTER INSERTS SHALL BE INSTALLED AND CLEANED/CHANGED PER THE MANUFACTURER'S RECOMMENDATIONS. UNITS SHALL BE INSTALLED COMPLETELY AROUND INLETS OF EXISTING AND PROPOSED DRAINAGE STRUCTURES SUCH THAT NO RUNOFF IS ALLOWED TO ENTER DRAINAGE SYSTEMS WITHOUT FILTERING THROUGH THE DEVICE. SUGGESTED CONSTRUCTION SEQUENCE: 1. CONDUCT A PRE -CONSTRUCTION MEETING WITH THE OWNER AND ENGINEER PRIOR TO ANY CONSTRUCTION ACTIVITY. 2. INSTALL CONSTRUCTION ENTRANCE(S) AND PLACE SEDIMENT BASKETS IN EXISTING CATCH BASINS. 3. INSTALL PERIMETER E&S CONTROLS AND REQUEST PRE -CONSTRUCTION INSPECTION FROM THE ENGINEER. 4. FOLLOWING THE ENGINEER'S APPROVAL OF INSTALLED E&S CONTROLS, COMMENCE CONSTRUCTION OPERATIONS. 5. AT THE CONCLUSION OF CONSTRUCTION, COMPLETE THE INSTALLATION OF POST -CONSTRUCTION SITE STABILIZATION MEASURES AS SHOWN ON DRAWING D-03. NOTE: THE CONTRACTOR MAY MODIFY THE SUGGESTED CONSTRUCTION SEQUENCE INDICATED ABOVE, PROVIDED A REVISED SEQUENCE IS SUBMITTED FOR REVIEW AND APPROVED BY THE OWNER AND ENGINEER. 100 YEAR`., '�. FLOODPLAIN ......... f UlLbIN STEPS \\ --,.� �.1``'• 0 40 HED 18 low BUILDING I y� \ 0 / / X24) FFL=24.85 r SILT FENCE (TYP.) BUILDING GAP. � �6 MP RA \FFL=29. MATCHLINE - SEE SHEET C-1.1 REPRODUCTIONS OF THIS PLAN ARE TEMPORARY E&S MEASURES MAINTENANCE SCHEDULE SEAL OF THE UNDERSIGNED PROFESSIONAL. LEGEND G. yy`,�1i'ff E&S MEASURE MAINTENANCE MEASURES SCHEDULE - - - -PROPERTY LINE OXOBOXO LOFTS 42 PINK ROW IN �� �■ - LIMIT OF WORK FILTER INSERTS IN CLEAN CATCH BASIN GRATE, REMOVE WEEKLY & WITHIN 24 SEPTEMBER 1, 2016 DRAINAGE SYSTEM SEDIMENT/DEBRIS FROM FILTER INSERTS HOURS AFTER STORM - CLEARING LIMIT GENERATING A DISCHARGE - SILT FENCE -0 10 00 10 111 - 0 - SILT CURTAIN WATER BARS RESHAPE & REPAIR ANY OBSERVED DAILY WHEN EXPOSED TO PREPARED FOR: DAKOTA PARTNERS, INC. DAMAGES IMMEDIATELY, REMOVE SEDIMENT VEHICLE TRAFFIC & WITHIN BSC 300 Winding Brook Drive Glastonbury, Connecticut 06033 WHEN ACCUMULATION REACHES APPROX. 24 HOURS AFTER STORM •• •• •• •• •• •• •• •• •• - HAY BALES FILE: 8364900-ES.DWG HALF HEIGHT OF WATER BAR GENERATING A DISCHARGE G 1 JOB. NO: 83649.00 .0 ® - CATCH BASIN FILTER INSERT TEMPORARY CHECK AND REPAIR STONE OUTLET, CLEAN WEEKLY & WITHIN 24 SEDIMENT TRAPS WHEN HALF FULL OF SEDIMENT (DEWATER HOURS AFTER STORM - CONSTRUCTION ENTRANCE IF NECESSARY), RESTORE TRAP TO GENERATING A DISCHARGE ORIGINAL DIMENSIONS - TEMPORARY STOCKPILE LOCATION (CONCEPTUAL) TEMPORARY REPAIR DAMAGED AREAS WITHIN 24 HRS WEEKLY & WITHIN 24 HOURS DIVERSION SWALES OF OBSERVED FAILURE AFTER STORM GENERATING A DISCHARGE. INSPECT DAILY WHEN CONSTRUCTION ACTIVITIES ARE IN CLOSE PROXIMITY HAY BALES/ SILT REPAIR/REPLACE WHEN FAILURE OBSERVED, WEEKLY & WITHIN 24 FENCE BARRIER REMOVE SILT WHEN ACCUMULATION REACHES HOURS AFTER STORM APPROX. HALF HEIGHT OF BARRIER GENERATING A DISCHARGE TARP TEMPORARY ENSURE TARP IS SECURED OVER DAILY APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION STOCKPILES STOCKPILE AT THE END OF EACH DAY CONSTRUCTION SWEEP PAVED ROADWAY ADJACENT TO SITE WEEKLY ENTRANCE ENTRANCE AS NECESSARY, REFRESH STONE ISSUED FOR PERMITTING AS NECESSARY, REMOVE SILTED GRAVEL MOISTEN EXPOSED PERIODICALLY MOISTEN EXPOSED SOIL DAILY NOT FOR CONSTRUCTION SOILS SURFACES WITH WATER ON UNPAVED CHAIRPERSON DATE TRAVELWAYS AND KEEP TRAVELWAYS DAMP REPRODUCTIONS OF THIS PLAN ARE INVALID UNLESS THEY BEAR THE EMBOSSED SEAL OF THE UNDERSIGNED PROFESSIONAL. 1� `llll,1tCONNN �r 1� C 0 ,r G. yy`,�1i'ff ..� !, �i •y1."�S Vis..,. •, 4 f i' r A e .+ 4 .. WILLIAM G. WALTER, PE No. 23146 OXOBOXO LOFTS 42 PINK ROW IN UNCASVILLE CONNECTICUT EROSION & SEDIMENTATION CONTROL PLAN SEPTEMBER 1, 2016 PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET WALTHAM, MA 02451 BSC 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2016 BSC GROUP, INC. SCALE: 1 " = 30' 0 15 30 60 FEET FILE: 8364900-ES.DWG DWG. NO: G 1 JOB. NO: 83649.00 .0 MATCHLINE - SEE SHEET C-1.0 �V .y... r��"\�. .�i�i1� �� .� �� �� �� / �� r� _ �� �� ��� �� min 0 /lir �� ; CATCH BASIN FILTER INSERT (TYP.) 12' X 50'` CONSTRUCTION ENTRANCE (TYP. OF 2) BIT. TEMPORARY STOCKPILE NC, LOCATION (TYP.) TEMPORARY CONCRETE WASHOUT AREA `38— NNN-�_70j Neo 24 ' I PROPERTY LINE (TYP.) 66-3 \ jj 670 SUGGESTED CONSTRUCTION SEQUENCE: 100 YEAR FLOODPLAIN I I II 1. CONDUCT A PRE—CONSTRUCTION MEETING WITH THE OWNER AND ENGINEER PRIOR TO ANY (-) 64_! � \ CONSTRUCTION ACTIVITY. �\ 2. INSTALL CONSTRUCTION ENTRANCE(S) AND PLACE SEDIMENT BASKETS IN EXISTING CATCH BASINS. '� \ -''� t ✓' 3. INSTALL PERIMETER E&S CONTROLS AND REQUEST PRE—CONSTRUCTION INSPECTION FROM THE ENGINEER. �O \ / ✓' 4. FOLLOWING THE ENGINEERS APPROVAL OF INSTALLED E&S CONTROLS, COMMENCE CONSTRUCTION OPERATIONS. 5. AT THE CONCLUSION OF CONSTRUCTION, COMPLETE THE INSTALLA11ON OF POST—CONSTRUCTION SITE Ip4 STABILIZATION MEASURES AS SHOWN ON DRAWING D-03. NOTE: THE CONTRACTOR MAY MODIFY THE SUGGESTED CONSTRUCTION SEQUENCE INDICATED ABOVE, \ p PROVIDED A REVISED SEQUENCE IS SUBMITTED FOR REVIEW AND APPROVED BY THE OWNER AND ENGINEER. \ �--- ----. 7L-- 1. THIS PLAN IS FOR EROSION AND SEDIMENTATION (E&S) CONTROL ONLY. SEE OTHER PLANS FOR THE SCOPE OF CONSTRUC11ON WORK. 2. [SWPCP Only]THE E&S MEASURES SHOWN ON THIS PLAN ARE INTENDED TO BE IMPLEMENTED IN CONJUNCTION WITH THE PROJECT'S 'GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES" AND THE ASSOCIATED STORMWATER POLLUTION CONTROL PLAN (SWPCP). 3. DO NOT PROCEED WITH THE WORK UNTIL ALL E&S CONTROL MEASURES ARE IN—PLACE AND HAVE BEEN INSPECTED AND APPROVED BY THE ENGINEER. 4. THE MEASURES SPECIFIED HEREON ARE THE MINIMUM REQUIREMENTS FOR E&S CONTROL AND ARE SHOWN IN GENERAL SIZE AND LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL E&S CONTROL MEASURES ARE CONFIGURED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. PROVIDE ADDITIONAL E&S MEASURES AS REQUIRED TO CONTROL EROSION AND SILTATION THROUGHOUT THE DURATION OF THE CONSTRUCTION AS CONDITIONS DICTATE AND/OR AS DIRECTED BY THE OWNER OR THE ENGINEER. 5. [SWPCP Only] IN ADDITION TO 'PLAN IMPLEMENTATION INSPECTIONS" AND `ROUTINE INSPECTIONS" THAT MAY BE ASSOCIATED WITH THE 'GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL MONITOR AND INSPECT ALL E&S MEASURES IN AN ONGOING MANNER THROUGHOUT THE WORK AND TAKE CORRECTIVE MEASURES, AS REQUIRED, TO MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. 6. MONITOR AND INSPECT ALL E&S MEASURES IN AN ONGOING MANNER THROUGHOUT THE WORK AND TAKE CORRECTIVE MEASURES, AS REQUIRED, TO MINIMIZE EROSION OF SOILS AND PREVENT THE TRANSPORT OF SEDIMENTS AND OTHER POLLUTANTS TO ANY RESOURCE AREAS. 7. ANY EROSION AND SEDIMENTATION MEASURE IMPLEMENTED BEYOND THAT SHOWN HEREON SHALL CONFORM TO APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT'S 2002 'CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL." 8. ANY STOCKPILED MATERIAL SHALL BE SUBJECT TO EROSION CONTROL MEASURES THAT INCLUDE A MINIMUM OF SILT FENCE OR HAY BALE BARRIER COVER STOCKPILES IF SIGNIFICANT RAINFALL IS PREDICTED. 9. PROVIDE TEMPORARY SEEDING WITH MULCH ON ALL EXPOSED SOIL AREAS WHERE WORK WILL BE SUSPENDED FOR LONGER THAN 30 DAYS. APPLY SEED AND MULCH WITHIN THE FIRST 7 DAYS OF SUSPENDING WORK. WHEN SEEDING IS NOT POSSIBLE DUE TO SEASONAL WEATHER CONDITIONS OR OTHER FACTORS, PROVIDE TEMPORARY STRUCTURAL SOIL PROTECTION SUCH AS MULCH, WOODCHIPS, EROSION CONTROL MATTING, OR COMPOST. 10. ALL TEMPORARY SLOPES IN EXCESS OF 3 (HORIZONTAL) TO 1 (VERTICAL) SHALL BE STABILIZED WITH EROSION CONTROL MATTING OR APPROVED EQUIVALENT. 11. NO RUNOFF SHALL BE ALLOWED TO ENTER ANY STORMWATER SYSTEM OR EXIT THE SITE PRIOR TO TREATMENT FOR SEDIMENT REMOVAL. 12. THE CONTRACTOR SHALL MAINTAIN A CLEAN CONSTRUCTION SITE AND SHALL NOT ALLOW THE ACCUMULATION OF RUBBISH OR CONSTRUCTION DEBRIS. ALL TRASH SHALL BE CLEANED ON A DAILY BASIS AND THE SITE SHALL BE LEFT IN A NEAT CONDITION AT THE END OF EACH WORK DAY. 13. TAKE ALL NECESSARY PRECAUTIONS TO AVOID THE SPILLAGE OF FUEL OR OTHER POLLUTANTS AND ADHERE TO ALL APPLICABLE POLICIES AND REGULATIONS RELATED TO SPILL PREVENTION, CONTROL, AND RESPONSE. 14. FOR DUST CONTROL, PERIODICALLY MOISTEN EXPOSED SOIL SURFACES WITH WATER AND MAINTAIN ADEQUATE MOISTURE LEVELS. 15. SWEEP ADJACENT ROADWAYS IF MUD OR SOIL IS TRACKED ON TO THEM, OR AS DIRECTED BY THE ENGINEER. SHOULD THE CONSTRUCTION ENTRANCE FAIL TO PREVENT THE TRACKING OF SOILS OR SEDIMENT OFF OF THE PROJECT SITE, A WASHING RACK SHALL BE INSTALLED ALONG WITH APPROPRIATE MEASURES TO COLLECT RESULTING WASTEWATER. 16. DRAINAGE STRUCTURE FILTER INSERTS SHALL BE INSTALLED AND CLEANED/CHANGED PER THE MANUFACTURER'S RECOMMENDATIONS. UNITS SHALL BE INSTALLED COMPLETELY AROUND INLETS OF EXISTING AND PROPOSED DRAINAGE STRUCTURES SUCH THAT NO RUNOFF IS ALLOWED TO ENTER DRAINAGE SYSTEMS WITHOUT FILTERING THROUGH THE DEVICE. TEMPORARY E&S MEASURES MAINTENANCE SCHEDULE FILTER INSERTS IN CLEAN CATCH BASIN GRATE, REMOVE DRAINAGE SYSTEM SEDIMENT/DEBRIS FROM FILTER INSERTS WATER BARS RESHAPE & REPAIR ANY OBSERVED DAMAGES IMMEDIATELY, REMOVE SEDIMENT WHEN ACCUMULATION REACHES APPROX. HALF HEIGHT OF WATER BAR TEMPORARY CHECK AND REPAIR STONE OUTLET, CLEAN SEDIMENT TRAPS WHEN HALF FULL OF SEDIMENT (DEWATER IF NECESSARY), RESTORE TRAP TO ORIGINAL DIMENSIONS TEMPORARY REPAIR DAMAGED AREAS WITHIN 24 HRS DIVERSION SWALES OF OBSERVED FAILURE HAY BALES/ SILT REPAIR/REPLACE WHEN FAILURE OBSERVED, FENCE BARRIER REMOVE SILT WHEN ACCUMULATION REACHES APPROX. HALF HEIGHT OF BARRIER TARP TEMPORARY ENSURE TARP IS SECURED OVER STOCKPILES STOCKPILE AT THE END OF EACH DAY CONSTRUCTION SWEEP PAVED ROADWAY ADJACENT TO SITE ENTRANCE ENTRANCE AS NECESSARY, REFRESH STONE AS NECESSARY, REMOVE SILTED GRAVEL MOISTEN EXPOSED PERIODICALLY MOISTEN EXPOSED SOIL SOILS SURFACES WITH WATER ON UNPAVED TRAVELWAYS AND KEEP TRAVELWAYS DAMP SILT FENCE (TYP.) WEEKLY & WITHIN 24 HOURS AFTER STORM GENERATING A DISCHARGE DAILY WHEN EXPOSED TO VEHICLE TRAFFIC & WITHIN 24 HOURS AFTER STORM GENERATING A DISCHARGE WEEKLY & WITHIN 24 HOURS AFTER STORM GENERATING A DISCHARGE WEEKLY & WITHIN 24 HOURS AFTER STORM GENERATING A DISCHARGE. INSPECT DAILY WHEN CONSTRUCTION ACTIVITIES ARE IN CLOSE PROXIMITY WEEKLY & WITHIN 24 HOURS AFTER STORM GENERATING A DISCHARGE DAILY WEEKLY DAILY APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION CHAIRPERSON DATE i LEGEND — PROPERTY LINE ---- — LIMIT OF WORK — CLEARING LIMIT — SILT FENCE — SILT CURTAIN HAY BALES ® — CATCH BASIN FILTER INSERT — CONSTRUCTION ENTRANCE — TEMPORARY STOCKPILE LOCATION (CONCEPTUAL) ISSUED FOR PERMITTING NOT FOR CONSTRUCTION REPRODUCTIONS OF THIS PLAN ARE INVALID UNLESS THEY BEAR THE EMBOSSED SEAL OF THE UNDERSIGNED PROFESSIONAL. ,\wjj111lilj,r N4 4 .QR ' f / G. 4 r�rI) lit�ti WILLIAM G. WALTER, PE No. 23146 OXOBOXO LOFTS 42 PINK ROW IN UNCASVILLE CONNECTICUT EROSION & SEDIMENTATION CONTROL PLAN SEPTEMBER 1, 2016 PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET WALTHAM, MA 02451 BSC G 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2016 BSC GROUP, INC. SCALE: 1 " = 30' 0 15 30 60 FEE7 FILE: 8364900-ES.DWG DWG. 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ON" � DRAINAGE SWALE 41R, 1 ,Ilk it I 11 1%� . _. 1� ,I (TYP.) , �� '� I �.� 'i L_ " " , I " '­ ­ - ,� � _ , , , , , 1, I �k I 1. * "I ,\\\\\\,: I 11 I- 817. 1 \ I � I . � \\ � 1, I . DRIVE �k �b "I , � �. I , \ 1"11\111-1\1 - - . � 1-1. , - PLANTED AREA ,iii - I ,� . � \\\\\\\\\ , . \\"\\\\,\,-"\,\ , 11 "i . �.­ t 1111,\Z� ,\\\\ I , 11, , , 11 , 11 I . ,-n:\�,�\­-4, I - 11 i % � , � !­ . I illillll!llliiiiil�II!,Il! .1..1 I'll, \ ,� i � , \ ND -T.51 - LAWN 1:0, ACCESSIBLE ROUTES SHALL COMPLY NTH CONNECTICUT BUILDING CODE. LONGITUDINAL SLOPE SHALL LESS AN 1 Ili I I , ,I %, , ,\ 1. - - " �, I -1 � � p ,I R 014; , 1\1 ,� � � I . . I ­ , 114 _I - �!11 ,�_I , , SLOPE SHALL BE LESS THAN 1 IN 50 (2%). RAMPS SHALL COMPLY NTH CT BUILDING CODE, REF 2003 IBC SECTION: 1010 AND ICC/ANSI A117.1 ,�'---- . . . . . . . . . . *'_ , , �, . , - ­., - �_,""""""'. '.. , , ," " . . � . ;111111 , . , I 1. NOTIFY "CALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY UTILITY MARK -OUT NTH THE OWNER PRIOR TO THE INITIAT10N OF ANY SITE 2003 CHAPTER 4, SECTION 405. �_' �, . .. - � -ill,", -,. . , , , I i .... ­_ 11 ­ I - .. ­.. I I . § '... - _�:.. .. .".'.,� 1, I . � ,�­, .,..�;.11-11,��­ � , ." , 'I. � �. - , ... . .: I -",- .. el-- "' .1. . I , , _. " , , * . DISTURBANCE. 11 , .:. -,�- -,:-.:" .. _"k-,_7_ . . :;m'....... . '. . - A�111 *. ! . ---- z-- �_11­11111'11­ - I , . '. * ­'­­ ... .... �.-.­_,� : .,'L,",�'; .", . ... 11-11.1-- I , , I -,. *.. .. - .. .. . -1-- �: . , I ­_ tv& �'. � I t - % ­'. I . - ­­1111­­�­, ii,ill "I I , * N I � . `­!�-­ - ­,"."". ... - .. - 4; �m, , I ,�� " - ., 'r,�11_1!­�­ ,� . �': , - , i� ,I, I �. I i_ . . .� � .: A 11. CONSTRUCTION AND CONTROL JOINTS: SIDEWALK REINFORCEMENT SHALL NOT CONTINUE THROUGH CONSTRUCTION JOINTS. AT CONTROL JOINTS, - . I . 111�11111111___ z, ' '­ .!, ..�. �� ­ . P­k­�_11 . .­­_�,_*­�_"'�' ' ". -"-.- " .. - � .1 I I . .... . ,' -0 " � . v . . 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND NATURE OF ALL SUBSURFACE UTILITIES AT THE PROJECT CUT REINFORCEMENT WIRES. .. � x - �.,, ...-. .. -.- Z., : '. : '. 4�4_ _ ,�*_­,� ". . , . �' , of�Uk­','"­ , I—— 1, �. � .� 4 v - � I - '­�-­t� , * , �. , MICH MAY BE AFFECTED BY THE WORK. COORDINATE NTH RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICA11ON OF TYPE, LOCATION AND , � 1� _,-z ", �':' _, , -- � � . I 1�1.1 , . , . " , '. " . I , 11 . , : �, I,, - " - -� � INVERTS AS REQUIRED. 12. PRIOR TO INITIATION OF CONCRETE FLATWORK, SUBMIT PROPOSED CONSTRUC11ON JOINT PLAN TO THE ENGINEER FOR REVIEW AND APPROVAL. - , - .. . t I . I .. . � . ", '� , �� _k COORDINATE SUCH PLAN NTH THE JOINT PATrERNS DEPICTED ON THE DRAWNGS. N , .- " -1 -.1 .-.. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS lipp", ,;?7ii 7 !I I I I " i I I MEMO" ,I 77-� � -7 ' 7 - - - 717711�; - - - I., 17011'1`1�'11_11_1 I I .,­­,,�t'. I. , � , lil I ' "' ` ;' BEFORE PROCEEDING NTH THAT PORTION OF THE WORK. 13. UNLESS OTHERWISE SPECIFIED, MISCELLANEOUS CONCRETE PADS SHALL BE CONSTRUCTED PER SIDEWALK DETAIL. MATCHLINE - SEE Ski T C-11 , I 4. THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, SURVEYS. FIELD INSPECTIONS, AND OTHER AVAILABLE 14. THE DIMENSIONS SHOWN ON THE PLANS, INCLUDING THE INTENDED DIMENSIONS OF THE WORK, MAY VARY FROM ACTUAL EXISTING CONDITIONS IN INFORMATION. THEY MUST BE CONSIDERED APPROXIMATE BOTH TO LOCATION, SIZE, AND AS -BUILT CONDITION AND ARE PROVIDED FOR THE FIELD. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENT'S TO VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AS WELL AS INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FIELD CONDITIONS. OTHER DIMENSIONS HE MAY DEEM APPROPRIATE TO FACILITATE THE COMPLETION OF THE WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES 5. THIS DRAWING IS INTENDED TO DEPICT THE LOCATION, LAYOUT, AND MATERIALS OF CONSTRUCTION AND IS INTENDED TO BE USED IN CONJUNCTION BETWEEN EASTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING NTH THAT PORTION OF THE WORK. OF MONTMLLE PLANNING & ZONING COMMISSION CIFICATION SECTIONS. 15. ALL NON -ACCESSIBLE PARKING SPACES ARE 10' X 18'. VERIFY OVERALL LAYOUT DIMENSIONS BASED ON THESE DIMENSIONS AND THE NUMBER 6. IMPLEMENTING WORKER SAFETY AND/OR HEALTH PROTOCOLS THAT ADDRESS COMPLIANCE NTH RULES, LAWS, AND REGULATIONS PERTAINING TO OF SPACES INDICATED. FIELD -ADJUST OVERALL LAYOUT DIMENSION IN CONCERT WITH THE ENGINEER IF REQUIRED. D/OR THE POTENTIAL AND/OR ACTUAL RISK OF EXPOSURE TO SITE-SPECIFIC PHYSICAL OR CHEMICAL HAZARDS IS 16. DIMENSIONS INDICATED ARE TO FACE OF CURB, PAVEMENT EDGE, EDGE OR CENTERLINE OF IMPROVEMENT, OR AS OTHERWISE NOTED. SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 17. ENGAGE A CONNEC11CU T- LICENSED LAND SURVEYOR TO PERFORM LAND -SURVEYING SERVICES REQUIRED, INCLUDING, BUT NOT LIMITED TO 7. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED NTH FOUR (4) INCHES OF LOAM, SEEDED, FERTILIZED, AND MULCHED. VERIFICATION AND LAYOUT OF BASELINES, PROPOSED IMPROVEMENTS, DIMENSIONS AND ELEVATIONS. REPORT DISCREPANCIES TO THE ENGINEER. CHAIRPERSON PROVIDE ADDITIONAL EROSION CONTROLS AS REQUIRED. DATE 8. ALL SIDEWALK SHALL BE SIX (6) FEET WIDE CONCRETE SIDEWALK UNLESS OTHERWISE SPECIFIED. 18. PROVIDE FOR THE LAYOUT AND STAKING/MARKING OF THE PROPOSED LOCAT10N OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING FURNISHINGS. ISSUED FOR PERMITTING I-,,- OBTAIN ENGINEER'S APPROVAL OF THE LAYOUT PRIOR TO PROCEEDING NTH THE WORK. / \ � \ .... ... . . . . ........... , 4'�� , :;Z, '­ ................... ..... .. .. - � I I ""I ,*_�'_'4,-, 9. THE CROSS -SLOPE OF ALL SIDEWALKS AND WALKWAYS SHALL NOT EXCEED 1 IN 50 (2 %) PER CONNECTICUT BUILDING CODE. 19. UNLESS OTHERWISE INDICATED, LINES ARE PARALLEL OR PERPENDICULAR TO LINE FROM MICH THEY ARE MEASURED. I NOT FOR CONSTRUCTION ------- - - THIS PLAN ARE INVALID UNLESS THEY BEAR THE EMBOSSED SEAL OF THE UNDERSIGNED PROFESSIONAL. l0,Amv#2vtA!!�, , -f. I ", . '04, V,Jfy 0. . *- NJ , 000�"" ��� � #;Q� z 11V/.�;, w-% - , 4 #,#'!,i " � ",j , %1r . 1p . 'O `P. , I I Ir. f?, . . , I �� 0, I I *�t � _*-, -%w 6t. . ", �,r;f�f ,�i' -1 � . Im ** 4. , �z em ift "4- il * C!" ", ... .... .... 4,_#� ... ... 0 jq,U . __, 1. 7, i � X " "" j..r?�7*- 1 � , % "TO ,,%'V 00�,07 6 , � I '. 4x ��! I -N -W e. '-*�",l -, V, 11 *V' '44� 'I � 'O".. - ERIC 0. ROISE, ASLA No. 731 OXOBOXO LOFTS 42 PINK ROW IN I" A UNk.InSVILLE MATERIALS PLAN SEPTEMBER I I? 2016 SIQNS: - ....... . I - __ . I - I I . I PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET - "I'll ��� I'll, 1'1� .1 B)f­1C GROUP 300 Winding Brook Drive Glastonbury, Connecticut 06033 8606528227 @ 2016 BSC GROUP, INC. SCALF: 1 $3, = 30' Immmommof-m Emmmiiiiiiiii 0 15 30 60 Fm FILE: 8364900-LM.DWG ____ DWG. NO: JOB. NO: 83649.00 1 C-3,0 ___ - �, 7 . / � A cp� "" , I � ...... ­11',�_ I , 4 I �­' , ",I , 111p "'� � -9 \ , , r , "",," " I �, I ,,,,, "I',"-, I'll, , ,,,, "_� CB 1-5 ,1111111 ,\­--, �", _ ­ I �, 1: I TF=64.50 I , 111­1'11.�, - 11 I , l(OUT)-61.00 " A A "A I'll ...... . I ,11--1q �, "' ., - 11 ". - I " I I - "'D I Ailkl � , f _ ,�% / "' " , , �, I(IN)=61.10 I ,� t, _', "" , " ,, "'., ", --, ��', I �� , � , ,,,, , � 11 I �, "" 7 ,,,, I 9 /1\1 � '1111,-11- , 11 �, \ / \ CB 1-6 \ 85-12" HDPE 0 15.187. I \,,_ _,-74----- ............ . ,,-,,,,, 10-01 .0000- I TF=67.75 PROPERTY LINE I/ .0l 1=64.75 CB 1-4 (TYP-) � I �)� I I_ "" " I \ TF=51.60 / 111-11, , , " " � �'. � ­­ ,,,, :: � �, ,,,_ , __,"', 82'-12* HDPE � 11 I �, � � , I", .1 . "" - , ,�, , , � ­,""',__ , I � I , - " /-- I(OUT)=48.00 105'-1 2" HDPE I I I "A ell " , - ,,,,, ` --- ­ 0 Ift-ol _ " \ 4-45% 25-12" HDPE 0 1.00% 11%--, ,,-,, ,,� I h " 11 �� ""-I ­ � "I I'll ,11- ....... ­ �1.111_­ I . \ . I(IN)=48.10 0 6.86% 11 111 Ill Ill 1,11, �� \// , "I"'I"', .. .. . ........ 1'_'1""'1_ " '_ ........ �_ ... I 1-1111-11 ­­ � "I'll .1 I I I 11 ­ ­­___ 11 A-mul � � . . . . ........... . __�n__, �,� Ill 1�', � 11 �11, - - 11 � , _111-1 ­` BCM66 -,-,--,, ,____.__ �, � I I 11-1 ­­­ I— 1- I I'll I',,-,,-,,, ­­­, CB 1-3 AD 1-9 "I � -""I ��� ,_ � , � IN, """"" " , " , 11 I �, \_,""",�_,", ��\_', .� "'I ," " �­_ \ __11 _,\,__, � � .1 \ _ ", 11 TF=46.50 TF=43.50 %111",,,,, - I 11 - ,�V­­ I 111",_ �, , "_­ "I I I "--ft. " 11 I "I I � '­ I .90 I " ...�AIIIIIIIIIIIIIII� I(OUT)=39.15 1=39.50 �,�'­­___ � I ��­ I I I ­, "I I—— 1 .40 1 1 1 "'�, � I I � I , � I � , " I I �, , . ...... . -z, I'l- I I 11,1, , �� "Ill 1,1111, I , I(IN-S)-,39.25 I � 11 "----\�ll'-",-\�-�\::�,\-,,,�,,,,-,,�,, , ­_, I ,_, ,,�,,, � , I , 'Iml I(IN-W)-40.50 I'll � ­, I � -11, __"�,_`, --------.-*, 1 123'-12" HDPE 0 2.00% � 11 I I , _-____11 � � 111,111, I'll 1111111-111 I IlIll' I I , - I'll I ��, ..... . I I "I I ft--... 11 11 -11 � 1- I ".. , 1, � ,,, � I 'I, I I �11 I I I 11 / '0MIIIIIIIIIIIIIII�k I I , i CB 1-2 /i I %1,r ��, �11 � ­­ 1� ", � 11 , 11 -_ I "I � I �� I " , 14""A , �­ , SIC" TF=41.75 11 , I 11" _� " I-, - ___11 ..... ­_', I I � I �,­ "I'll ,� i- "I 7 �_ I(OUT)=33.82 , " "I - , / i_ 111111: "I if i , � I .1 , � I , . . 1, i k\\"AA4 ��"' I I ­ I �­Ill` � ­?,� \� --1111 �� I I � I'll, -1 _ .117� C1 ­— ­­­, I ,11V 1.,,�, �, # — 0 4D ,­ ""'I'l-1,11 ,- I- ­­ "__l -W)-36.69 � I 11 I,` , � I(IN I " � I : , 1, 1�' jk " �111 -11 � 11 I I',, � ," � 1-1 I I 11, 011111 I'll 11 �� f", ', \"_ �1_ , �'­­. ,,, I 1-111-1-. - -11_11-111. .1,107 il ,�"\""",Z",�\�\"\\�,,�"",\, C � , -, I(IN-S)=33.92 1140, %_� m 1� 11 I _'4_ � "\ , " ___ I "� "\-'ek�"I", X-`11 I 11 - ,�,:,t_ ", 1, ­__ \,��,�, D I � - -1 �,',,'1111 11 I 11�ft��, 72-48 6586 p 1111-1 11 �, I I'-, ,1­1___�\\,_, , 36'-12" HDPE 0 1.00% 195'-15" HDPE 0 1.65% AD 1-4 TF=39.75 CB 1-1 I(OUT)=34.32 TF=34.33 I(IN)=34.42 I(OUT)=26.85 \ \ / \ / 1� I" 111-111ft, I , . ',I YI: , "I'll," 11 --ftl �, I I I% " �t­­ � �� 11 11 BC71.98 ........ ... . \,�""I'l""I"'\"""ll,""\,-",.,�ll,�\",�,,�,,� 5 � , ", ,',,�"\,�",'\,�11\11,��"",�, ", "ft-ftl I(IN)=30-60 f � 11 � \. ..... . . I �,�­�� I - I I I'll �,\, '' ,,,, I'll, I I - I 1 44\,�,,, -l D ,`�' I ,,,, �,­" I . `�' " . I ­'­,�,,'111 I SOM30 � 11 � � .00-0IIIIIIIIIII' 1\ I � � & \�,,�,,- I I /1,111 �\ I �� ., - �/ I I "I", '_ "--. �, . . ........ \\, "'�' \11""" I I Z;��Z� I I - N\ : , — r� "",1 . - .76 ...... , ­ 1 � ," � � 1. ­ - 11 1.11, 7'*,r_�111_1"_,.1_11_1 ���� , - I \ I" 1 I .1 ,%I%,, e� .- � � � 11 "I-,,,,,' � � 36 1 1 ". . 11�1 � I\ 11.1 -I 11 '', 1� "I \" ; Ill I'llill, I I I - --l'', 111111 ,�� e, ,� 11-0 '';', 111111, 11 11 ... 111,, I'll, 9!!� I , � _ MA�iv \ 1, w, , : "', I I I .-11� .... ... " - �% � � ---l 111�� I—: ­­_ 1�1 ,.11 ... _,� � . ... � ... ­', W M---,- , � "I I ", " I I 64.W i, 11 I'll ­,��, I'll - ­ ,'I 11 11 I I , I "I'll" 11 ---1--_, � ­__ 1_^111 I 1� � 11,_11" �� gl� . ....... ­ 1\1--_ , _ 68.10 , � ­ � � �, I - "', 111�1,­ 11 , ,,, 1^, ",, ­­1111­­� . \, , I '1�111�11, 1-1 , �\_, - a -_ I \ I . I ,,,,_� . . ... ..... ­, _,, ..... ... . . ­­­_ -­ I "I I __,".", -',-, /,�', " " ... ` _-, , " _-111-11111111111" "I I � I I , , , , 11111-1-111", V / , . .... ... ­` 1 --- 11 - I I ", ,'­ ..... . ...... ­­ ,,\,-",-' I,_ -11-1-1-11111 �­ 6 ­- I'll -1, I ­ �� -1 I _.", " - ,,,�.� ,\" ­­­_�-, ___.,,-, ,,,� ......... ... I I ,,, -­- � _-11111111 ,­,, � ... �� 'N", ,, ­­­, 'm,%%, 11 I I 11 50.17 1 ,4 , ," , "_1111 I I � '_ I s, ,", 1,_,,1"`_1111_ I 1, � - "I" 11-`� -­, ,lie""e- �1` 11 I , I " "-"�" '_ - -�e / I I'll � " I I ­'� N " �, ,,_ .. .... . ............. ". — __,,-__­- —_ ___ __1_- "I\ ---- ",-,%",�,--N"�,�""\;Z\",�,,����� , 11,�� TMm � Ell � I I'll, ,,,­­--,, . "", , �­,t,` 'Y" ,,, � -- 1, . 11,1-1_11-, , - -1111111111, " ­ I I -1 -111 ___ .I-,-- ___, ,\ ... I I I—— 1_15�1'2 ", �_ _W�k�, I BC65.96 � � �,, " I I � 1` ""( ." . ,',111__1__1_.11- . .. .. ... 1_;,�wftl 'I'll \m�, .,\",� I, TC65.62 � ' 11 ""', I , ,,, ,\__1___111_1` ­,_,� , 7�� � W,�r \\-_1 I" ,�, FF -55.42 I " -1 ,1 1_�, e, 'e" "'t, ""' ­,_ I � fttz 7 � I � � I I T=" , SM5.62 67.42:t 55.42 � " -," ,1 ,e 11`1 "I FF=50.17 . I � I ... �­ \­ 7177lllllllll�� � "' .1 , / / / I -, �_� , : '11, 111� I'll I -, I 11- - "', I "Ill' ,,,, e ­,­­'__ 1�11 BCO&OS "I I � 'I" . "I ",\111-1111 ... ­­­"" ... ­­­­­­­­` _1111-1-1-11-11111111, ___ _\11`1-11 \\ N-1-1--1\1 " 11 � ...... 66.94 � "ie, V , _11_,__'_', ....... __ _�11_1_1`11'1_ "',;,,Z,1�111 1_1_1- � 11,111,11 "I,\ "e "Ill ,1 , ".,""I'll, __, " ,\,", 0 _," , 11111�__ --' I N-1-11-,", , —4, .�,:'/ - ...... ,� ---,- , , &62 ' ' ... .. ... . ........ . ..... "I -1-1,11 I'% - / ,I', ',­­jl',� , �� , ", I 1\\ 111-111_�111 I I 1-1- 11 ... . ........ ""I"I""',�_", _1--11 .... _ 11 � , ... Ill/ ,,�,.___ _­ — — — --- "" , "' ­­,,,,,,,, �", �\\­ B&SO .� 60.84 � 1. ­, I , — _.___, , �­___, 1�1 -�­, 1 20'-12" HDPE _� �,_1_1111_, - ,­,1`1�,',',1�,,,,,,, "---,. -_ / , / //,,��, - — — 463 ­`­ "I ., "I I—— � ,-, /, / _111 ___ 3, ,_-1-1\11 1111\- 1\1`1-1 � I A 01.00% / '11\1\1-1111, , � . "I �. -1111-111-11 _-11111111- 1.11111-1-11 1,11111-1-111- ­-­ ­­—, "\,-,- 1,�, 11 1:1_,__, �­ "I ­ I \ 11" ,',,-I-,,,,,,,, ___ ____', A',?'6­,,,,, `,­__ 111-1\11 \\\\", I �11' ,� I � -**.- __r%R. I 0 -I --111 '.." , I "Ill ," // �, I 1 ft,041 V6 . ­, ,", ,,."o I -1-11111"", -1111-1-111 -__ z-11111-11-1, , I- - " '-,-,, _,."__,'_, 1�\, 11 ", 65.60 1 1 ,, 11 "I I 1� I 11 I w �, 111"", , 4�,g,," ­---\_,, , .1� �, I I 11 42.25 50 / �,,, / 11 --,-"-,\"- ____ , - � -,,, ,"', ... '_ _,"I'll-, 1-11,11, I �,'­­­ I I -1-11 . , I "', ­`­­­­­-__,'_ --"",, I - "I'll' , � �1111­'­ 11 I _­ , ", I I AD 1-8 � \ ,__,­----- �11 '­, 11 I TC42-00 / �` ,�, I 1111�1_11___ ,�'_,', " �,I�,,, ,---,,, ,",_ __\' \ I I 11 4125 , I � , ___,"', __ " " , ,I TF=39 50 42.aO I 114;IIIIIIIIIIIIIIIII� x I 1. / 'J, ,�," -"/' / 111-111111111-111. 11\111_111-1 ,�� _', - ­­­,,­_,, "I'll,-", ', , * N11 / ----" ", 11\11' --,-, 11 11 ­,", ";,11-N, �1_ I - ___`11, -z,__ 11_11\111--111 -1 ... ... ­­,"", , \1\1 � 85.10 ,,`� , I FF -55.42 I A^^ 1) 60 �, I , " / , I I _11\11,11-', """"", --,, ', "I, 1 5 FF -42.25 _i`ft� , -__1 --I---- 111�_ I �', 1=36:50 � 4ZI92 11 I ­'­ .. ....... 17'- 12" HDPE - ,� - / , _�,_ - � __ _-, ".4- 411"', ��, 1-1 I I _% , _,�07'_ �_ ­� ­ - '­­-­__, __,� �� ", 4, ", - , ", M -- ", -, ,\ , I\'I, I , I "I' "'," 11-1 \1111, I , %"r ,\ ,u, , , --,.-,- , � I I 1 7 ,"I , \�­ � ,,,,,,,, . � I ,_ �', , - �­, 11 '\-\'-\-",\- I le, 42.25 FF -42-25 01.00% _'� " ,11 ,,,, " I ­_ _ _'_,�\, U, ,,, ,,", 1`11111-1111, 1\111, I , FF -42.92 D -1 I ,,­ 1-1711.111 _1\1__1 'e, 'I\",-- - 1, "­­'�,�­, _" 1\11,11,11- ­'_'_\_ ­'­ ........ - \�,\_ "I f `�� 11 ,,�, � o' I'll ,� I � - ,,� : ,� i "' "I .� I ,,,, ,� ` � ,,,,,, ­ � 41.25 1 I'll "I, �,�'. � ',�_, `-`,1-.,, , __,� "3 , ­ -----,,, , --­__,\__% � -, - , FF -41.25 42.92 2.75 I'll -1 ­­ I "I'-. / ,11 11 "I I.- '11\\�, \. �, I ___1 "-"-,, ,,�"\, 1� 7 ",I ­_ .- � I, _\ - ,,�,,­ ­__", , I\\-, \� .11�%", ­­­, I _1\1"'I" 1111,111111, 55.42 1i , "I, " I '11-111- 1, �, IJ", �� I '--'-\-\ .... .... _____ -"-"- " , . IF )11_1\� I !,I IIIIIIIIIIIIIIIIIIIIIIII 1 41.2 " V �w­,'_ I 111-11,_,_\_ __0 " �, � " ---1-1- 1111-1-11- � ,_ , "", , 5 �, , ,_� I - I ­., — "`,��,��_, — ----,-, 11111-11-11-: \­\­,"\­ \, � "O'1111111 I I,, Ill''Iii'll, E FF=42.92 I ,��, . �_, k "' � � __-',_,_1-111111 1,_<'� 41.25 D S _ s,", /� \ ,� :,�� ",\ 4 , V \ \*�%, 11--l' I * ­. �U,�� ,�,� ,'�,,,',, -42.92 ",z " , ,� \ V 1'\ ,mmm­ \ ,�, ." , , , �",\, . _-.1..."Ill ,�: " \�_ , � 11\1, � I ,I 11 11 FF ,,, I I'll '', I N \ 1\11" 11 I � 11 I ,�\ - ,", , ,�� 'ftk%bW"­­, I I'-\,-,- 11, ", __ . , - ': � N, "I'll", I � . IIIIII'll I 1 55.28 "I ' ISO Ill TC39.90 x I �,_,"_ 41.25 ,�, " `$ 1 `11-1 It '--,,,,-,, 1_1_- -, '"�"\,1111".__ � III , 1\\ \1_11-1_7 —111"' , � 1 '42.1 ""all � '.1�00-1- 11, ,,\,,,. .1111,11"" - I\, \1 � I I, -,-,-,-, ­'_�'­ ,__ _, ---__ � 50.78 x M92 ,"�,, ,/ ,,, � BC39.40 ___,,,,­.," I , '1-11-__ , I I, " I ,,, "I 11 I , � .1 I.- IN _',_,__ ..... ... %­�, ,,, ', � �� I ,,, � 1ft1'11QZ11­1 "",I'll, 41.00 "'' , �_ ��\111',',"",`l ,.""1111111-11111, 11 B 1, I'� —_ ... ­,,,_ ,,, %1", n` ,,, I , ,/ /I 17'-1 5" HDPE 11111_ ...... --Z,,, 1\1_11 50.00 " � . ,� 1- - � -------- _ ,�,%t\m , I", I '%z I _,,- LEGEND �­­ 1 A1.58 D �' 1111111"I ... 11 ,\ , �%, ,,,, � 05.00% 11\11" � �111 I I I I I _____­__� �;',­'�`­,',,' `_1-111_ N11 ,� I I �, � ��,' -1 I , ­� .1 IIIIIIIIII'''. I ��., 1W I'll, I I AD 1-7 17-41.58 ' I ,1 -4 \"-"--" 1� �11 ....... , I � I �, , ,­� ,,, - , I � ,�_1141 I , \ 41- -1 -1-1-11 , 1- 11 — — _-, '\ ­­ _!!�,,�_, "', 1.58 0 I I, , �,',, , 1, , I'\ 1, 11 � 't" I / 11 , ­, -4 Is, "I " TF=39.50 1\��_111_1111111',,, ,", -, i" . I I CDS 2015 I—, "I " _,_ , I � FF -41.58 I ,1-1" '�\'_',�,, -11, ,� � 11 111----, I 'rf. I . I � I - LIMIT OF WORK I" , , ­­"\', ,�"­'­­ I(OUT)=36.20 "_ 11 I HYDRODYNAMIC ,�­ " ,\\Z,, 1, I � �,�,\, '1111,� I, � I I �1.11.1. 11 .1-11" " ­,"_-, ­'­-, I 1�,,,,�, ,,,,,, 1 41.16 - ".'.1,1111-1 'k, SEPERATOR , � , / � \ � \, I(IN)=36,30 '. "I'll", - -\ ­­\ � , , , � , "N �11111_ \111k I FF -31.09 � " ,"\ . ..... ­­­,­ %mw�%,�,,,_, � , �� 11"Z �.. I I - I 1, �_,, I TF -30.00 � "I ,Ik � I ,� I - .m,____11. � I I 'k , . - TOPOGRAPHY. MAJOR INTERVAL \1 111\111, "'k.__,111-1 ","", 1\-%, , 43.90 ��� � I �,_,,� � � 11 , -, 27. ,� "I �' , .1� 1��_� N, \\\,_!�� - \� \ '\',\,, M., I FF -31.t7 I I 1:.1 � I "I", ,11, 1 1=26.00 1 1 1 , , _ � , cr__,�,, ,,,,-, , _`7`t1%k11 I 1 31.17 � . 11 - TOPOGRAPHY: MINOR INTERVAL \� -, ,­, '11, 11� " -­" , '\ \ , ,, I ­ �, 11 I I 11 I" 1�` I I "I" I 11 I%, ,"', , '_ '%11 � 1, 37.80 ' ' � =30.1, 1� I � ,1 - , I k, ,\�"""\,\\ � \\, [`,`_-,_,� \ 27.92 � -1 "N' I" "I'll", "', I k � X28.10 , 1, I I I FF -31.17 ' a �,, _ ", _`,," 1 31.17 1.09 " �� I .. FF -27.92 '11- 1 40'-1 5w HDPE ­_ � 11 ­ _ , � � � � - TOPOGRAPHY. INTERMEDIATE INTERVAL 11\�, \ I I 1 31.70 111111 IV ,� \,\ '\\\\,, , \ I 1` " 1 05.00% ­"\,�,, -, ­-, �� , I 1. ­­ , � 1, - � I '1�1 ,\111 '­h� \ , , �, � 30.17 D 1, Z, x42-00 - TOPOGRAPHY- SPOT ELEVATION 11�� 'IN, I'll" I 'k, \1', �\ � FF -31.70 I �� ,,�� "I" , lzl�,S,\, \,, �,, I ,,, - I _____,�' .11.1,111"npl­ ,� I ,� I, w -1 III �_ I ,_�, , _ , , ,,,�\ I , "., � 'k " ", , ,I ,� '3� \ �111, I" I IIIIIIIIIIIIIIIIIIIIIIIIIII.��� I I I I 1�,, \ I\\ , I DMH 1-1 I, , ­"� I � I, 1 ,,-`1,-,,,v3, ,., ,,,, Z� I 1-11- 1. 1411�1 1 I, - �I, _,_, , I " 26.42 D 27.95 1 - DRAINAGE PIPE \ _1�i Ikl,"\, "I 1, "I � " ", , , � I TF=27.00 , D `� .3 "A"",, 11�,�::,�", I , I I 1, ,I � I 1�1 1\1 ­�,, `11 11 m :_ 11-11, "", , , \\, N, � I \�,X�\ 111\11, �, � 11 .42 _­'. I eY I � .11 11 -0 . 11 I ,/ , I . 11 � I I .1 ', I . x28 D / " � � 1� I(OUT)=21.46 , I , Z, , '11\� , -\" I I " Z� \1 Z,� N­\,�, D I �11, 0 " D D " r J , 1\1 , -\ I k, -',,: ­_ "\\,, " N\ I I "", , . 26.40 1 �" ,�,p , I" x I � \ I ,\\ I I 0 1.00% , ,� i" I(IN-SW)=21.71 � � / 2a.o I ,I I , _11-111 � 1'1'�, I 29, � , , 11 "I " I lilligialialil � "I f -:j - TYPE "Coo CATCH 13ASIN (CB) 1�', I'll - 11,1\\, I", , I , � � 1, -11 / ,I ,I � I , I I I .,,\��, "' "' "I", '�­ 11 "\\11, " "I " 30-05 ­, l(IN-N)=24.00 ,\ � "�, \\ 40 � 11111,111 �, . 11, " ­ ­ '� I , " I 1, I , __,. ...... . 11 1,1- 'k, 4'_� ,", ��,,,,,�, " ", � / , � ./ � , �_ I , � , AD1-5 , I 1.114"""',,� ,,., � , , 1- - � " , , I ., , 120'-12" HDPE ,, " ,I _� ', � ��_ 28.33 28.33 / / I 1, "I'll, I - ,�, I—, , \ I/ 44'-12'" HDPE 0 1.00% �, , I, "', ", , , 1, , I , �? _� "­ _-, � ... V�', I , , � -, � F-1 - TYPE "C -L" CATCH BASIN (CB) " I 1, 11 ��\,, TF=39.50 ,11 I I I 1\1_� _ IN \ ­,�. r �\ 1'� 1, I 11�1 "I"' N "I, �1, I I I " __ "\" !:,I 11. � 111\, "" 0 1. GG% """ '_w I I I �1, ' I ­- I 1, , III I'll, . . . . . . . � , �, I , I . 30"-15" HDPE I �\II, "I � �\ Ilk, 15`, 1-6 ., %, 11, 1 59'-12" HDPE 28.33 FF -28.33 I "­ " , � 1, � 11 11 I I 1�� I I(OUT)=35.16 I " , , ..", � I - � . ..... _,", `,_\.,�, 'I'l " \\ - DMH 1-2 IIIIII''I I 1 05.00% , I \�, \\ --,\" ­�, 1'�\ lr*� 1 .50 1 IIIIII''I , f % I �,,� 11 , x, , I `� , � LE (DMH) �111�\ 1, ", " " 1-11. .1 I Ill, I" AD 1-1 & , � � "_ - I(IN)=35.19 @ 1*00% I ­-\\_.,\, -\'I ­,,:,',­,,_, "T, 1\0-1- - \ 11 TF=40.50 "I I � "��` I(Ou , �­ �x,­, I . . 11, I \\�'I.��' ,,, ,� 11 �4h,, :, �, 11 � 11�� ­,,',�n , %'­ - I .1 �1111111 ­`\ _ Ill � �_ ­­'," 1. AD 1- TF=27.00 11\ � i � , \ , "'t I I , _� I*.- "- �_, I � ,1\1 I "_\ ,� " \\z . '� ��, \\,z'_, �_N\1411­,\111 ,%\, , ,1 l(OUT)=35.36 3 AD 1-2 _'I " "I � I'll" 1�11111\11= `1'-\\,\\\"'�\ , 11,% `\<,-\, , ", . Izz .11 III', , � CS 1-11A -,":_', _� �, I ­ 11� .11, "I ­,"t"'I _ "I""', "%\\�,,, - , 1\�1\\11_1_11-*�\111\<:'1I11\ "" 11 74'-1 2" HDPE I I I'll, I ­�,_ I I - -3 � ��11 1(1114)=3i'. - , H ­�� �, 1-11-11, ": , ­_ �M,114 , ,� 0 �_�'4.11 't, --. I "' TF=27.00 I(OUT)=22�01 - AREA DRAIN (AD) I ... :,�' -1 " ",; " 11� .. .. . . , TF=27.00 � 11 I 11�­ N I, \\ , I", �`, " TF=25.50± I _ ,Ii,� , � 1� `,�__ ,� ,�,�_ . IN" . �1, , I., " " IN)=35.46 -1 I ". , � �� ,��'A� 1` � " , � , - 1=24.00 I (IN)= 22� I, / � -11\11 I , ` ".1-11 , �I � "'I'l , I , �, . I ,� �,",\,�",",\\'Z 'et � , , \ I \,�,� , "N. , , , 1, 11\ .11,11, %�,'­­-�� �, "I 1 11 , . , \ .11,11" \ ,\ , '\\\ , � I I I .1 t� , - I ""' , - I � I 1, . ,,, "" ",, \ 11 I � m 11 I 6 4', , , , � III' "I "', ,\ 1 `14 I(OUT)=19.86 \ \,\ , �,\ \ " " N � , " � , ,% 01.00% I(OUT)=23.31 ,,� , ­', '�, 1\ , \� __\ ,__� 1% ,,� " ! _1 1-1 f I � , WING -WALL 3 AND , , _.-N I\`1 \ , " �f I ,I -, - ACCESSIBLE PARKING AREA 1____. , lk� , I ,Qtk \, ", , ", -, 0"P�­, ­­ - "I ­11-1111­11­�aw�, I I I , "'. ��,,"'., I(IN)=23.41 30'-1 2* HDPE SCOUR HOLE --1 1�1 "\-, 111'1i,��cl 11 I -q�-,­ I- I I , I(IN)=19.96 � I I ,, I 1, %, I 151i I" , �.� Z� 'k 11 'I, \\ I � 1\\:�\"1111_11 : �%',,-�,�"__ "', " ,.�, \I,\1k_1, , , `11� ,,, �N----,, ,� I I *\�, �, z�%'.,\�,.,',j'�,__ __1 I Ill,lllllliiiiillllll11!111 I llll!lllliiliiil!iiiiillill � "I'l I ` ......'I \ I I 14 "" '��` , , _ "I 11,1111111111111illI , \ , , 1. ,� "." � �\ ,\,� " , ': , I 01.00% 1=18.93 .... IIIIIIII I I , I ,,, -,, %, I . "T _1111 11,\ w-, "", , , 1-11- ­ I � I" . , ­,'.1,1�11, I ''IIIIIIIIIII , -­ . �T4�\, , ,,,,, \1 ­ " Z 1, � �4 , � \� \" I . - I N k", � 1 "\w ­, ­'­­,, \'1`­'Q�-,k,ft1 ..... _ '1� ". , I / "I �11_ I "'I , , , � , , , \ .. .... �� \_,,� ll . ON , _,,� , -k� "�, -,-,,, I , Z�11 P\ %11-11-1-11 , ,www\ "Ile I I , I ,\� I , I I I /1-0 �\ �­ �'11 -, "\ " " $ HDPE , ,,� '�,,_ �,,,,­, ,,, il� -,1,,'\­�\\,,,,, ,,, , _ �, I I " " I ,� ... 1�, 1_`1 1;1 ? I , ,�,,_, 1, ­­_ , ,,,,-,�� " ­ , 'IN I " , " , ,_ "", , , I I I " 11 I — 1 26'-15* __11 � ", '\\-" ,,, ,,, -\\" , �4"",, i � �­ " � "�, , 11 ,,� -1 I ,\ '�, ­,_� "", __-1_111 '' \ , �, _­ I ----,,t,,-,, I , , I � I � _,___---­­­ L�, t, a 16""'1_1 ', \, , � I I `­\"`�_, _1,115",1\f_,\'_ , �, � 1__�Q,1_1_ , I 111� I I I I I ,,.,, "I ,: �_,, , ��,�, z , ,\ "I "� - A" , I I..., 'N ,\ I i ,,�, *, ­\ �� �,\�', , �, I , ,�,` `\ ­\ --%N 'LA, � .� , \ I , � 1',\ I III 11�'�11 - , �ww ___ \ �1\11 7, , __, `--I`\,:, ",\\­\,,, ,��, -"", _'7 ," " , - "' I I I , , ,\ ', 1". - 1111 ,­­ - 1=11- , ,�' / ,,, ­1� � I I \ 'I, , I — _1-1-1 1. I., "I'll, I 1� I I , I 11 , I I T \, I I I� 1, I 1,", �', , "I'll", I , ___"__ , �____ _1=mm_:57'FF__1"'_1' 111. 1"`111'�11__4z �wl____1�1'1� "], , ­­­ "' "' , ­­,", ­-, ­­- " _-\,��­,,� __,v ,�, "I`-----', ,\, � , "l ­ - -, , �, 11­,;;;��1\1'1' :1 I I— " ltv " , ,,",&m-,---,..,., ,_______ � '1� , '1,1,xll� vil, , v,,, , � , \ �, k�ll , \ \ ."", ::� :1. a��_ , ',,,� :x "'l, " �� _, I,, % , I'll I ":" " ,"", � _", I'll, "I'll" - ,_,­­­__, ,=11z 0 -I--- __ 1.11 ( � ". . ", """ " , , , 4k. " � ,� f_,,- , - ,N �� � ) " ��, \"\\, _,__'� ',f___ --- '11",1__,1',1_,__ -:-_,_1' ` 1, ," " , ��% I ,,\� , � I'�, ��z - I ___ '1_;,-,____,__, ­- � � I __ � , 1\, , X_ �� _, ,_­_­,_ "' _­ ­`­ - '_ "I 11--1_--__-11-____ 11 11"', I I _11-111 _ , � _� 1_ I ___ "\ , _�,a_� 11 _', "Imm"\,""", " "I . I I �,\ " \',,, I 1��*,_", "I �`­­ :\,�,­,\ \ _____ - 1;N , '1M',',\1, �\,",\,"',\\, _ _ __,"I'l " , 1� , �j � _ ,,, I �", \, � ", .,,,\, �\,, �, " I � I 'k�, '_____,_,_, � 11 ,,,,�� - 11 " I 1�11�111 ,,�, ,_ I I'll \ �,, �\ ""," I � '­., p "\ ., , ,� -1 . -­` ,. " ". " ­,:", _, 'i Q,D I, , _,�� '.'.� \,�,, , \,\ ,\ , ,�, ,�� I ,\ `_ , .1 _ I "I I \,W,� . , ,­ .1 `�,,,_ , �`, 1'-',"1',11- . \ IF '-, 15',­,1�1' I "'K, - , "k.-, `1 11 , ""'m __ � \" " "" , "I'l "",\, ""':1 ,`­­ `-� . , � , 1, I " , 1, %"\:� v, "'��%\\, , �, ` I" ",", �\_ , ,�_��,, ,\, 1, ,111".11- 41 "_ I I I \\ ", , e � ,5 ,�,\, "t, ,\ � ","', k-\ """ ­:, (Iz.\ "� , " ,,, "', ,�,, " � 1--l-, - \"".,.,I\,- \ I %­. ".. ­, _11111,11"'y , ,,:, , 1\ I " ,­,' : , " ­ _ 11111� � I— ��,' , , �'. %w_ .. '� ,� I � � , - I Ill\ I � "" �. , -­,�\"",z,""', , �� "I _­ �1111\­ ,�\11"""\�l\-\,\-""�ll,",- 11I, I � I I'll , -111— '___ i ,� � I `1 _\1 � ,,� I I \ -�,",'i """;,", '1\11 I _1- 1� _, � \_ � z , '' . ,<� .,-\ ." - _� � , \ \\ \IIII , 4 7�\ ,�\ V, ` - � " _ " I � I �� le, 1 1 , " ", , 11 I i \ �,w " � 1, I I I 11 I A ­ ','�"\ � -11-1, 1- 11 1 ,­'.,,�j _� � ", k 'Cl I - , ", - �1' ,,_�, , �'W'�, �\ � ,\ ��w N , \ "� "W " �`IIIIIIIIIIIIIIIIIIIIIIIIII. " - . ,�, I � __-1 � � "I"1&1"1----\,-�l-,-\\",-\-\-,-\--,,�1-1"--,\\"",�11\1111"� lw�\ \\7 �1`1_1 , _ � 11,' -A __ ... . _,__ \ 1 _" _ �N, I \ r I,— , " , , ­1- NIll", ---- ��� I I . , I � � I 11\ ,,, � ., ,,,, I ­­.�, \�\�\, I 1, " , I , -­,­­­- IN _," I _�\ 1, 'ZI 1", 11 "' , " ` \ \ �\ I I f IL I ": ,�\ I N I \_� . , \\ �1'1 �", ,,,, _ "I � ,-,,,,-. I �� � " �, -, _, --- �� 11- -, ,�,,� - �' ,W �,%. ­14��_,� , , - � , 1­1­1111_­'�­ . I I --1 I I I \1 I 1. " � I I � ­­­ �, _11-- � ____., ---,_1 I ­_ I . I �,D, -- .-," 7 0,-, �_E! r-- I— I I - ___, , " NOTES _____ 'Ill'IIIIIIIIIIIIIII� I \\1\111 I I " I -\I',\- I I __,, "I 1, -111111-1_ �1%jll I I � 11 1) ,��_,,,�_-__­--,�,, ", kl� _­ � ­1111�1­' -�-�"",-,,�,,�,�"",--,�,,.��,,�,,-,, ,� __ I I , ­ - '' ---,,,,,,,,, � I � 11111­�, -","I " ", V-- ",'�'­� N,% 11111-111 :111, *�-'_, , 11� '. ­­­ � , "I, ..... � .1 - "-r- "',", ".1. "I'll' 11 I ,1- I ".." ", � 11 " �\, 19 �10 . , "I , ", � . 'I; , __. �_ ,,,,, . I " ,_', -­ ',-,,. , --1 1, 11"",�IIIIIIIIIIIIIIIIIIIIIIIIIIIII, k,1444's , . __.. _tDtl 11 I "" " � � "I 1-1 � ,� �, W� \\_\,:""- � , , I ­­ � .... � ­ I— , - � ","I ,\\"I � , , __ '0�r - k , """ _,O " _", " �, 11-11% , ,\ " ,�, I ....... . . ...... ,:: ....... _ I -1, , - ­­- __ � \\ WC20 11 " �___\_,111� A__- � I " ,_, I I , ­\\,\w,\�__�,, ,� �� '_� " �10 1%, '-IIIIIIIIIIIIIIIIIIIII. I, `�,\, ........ I 111'1'1� ',­"'�"\,",V'��'� ,�\ � "I","" �1,, - ,, "I-,-,\\" I I ,,,,,, \ \ `I,\ - N�,..­­­,­ �,_ ,1'11� 11 �11 ,,,,, ", ...... � "IN, "'.",-1 _'__ 1 "',_', �, � , ", , . -11, '.1-1,1_ _a_111.111 I I I �,�, c,�, . ,\-",\ . I I 1"�,' , -, ,,, g"',:!,� .-.,-,-- % 1\ 1 . CONTRACTOR SHALL NOTIFY 'CALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY U11LITY I -1 �11', _1'1�­"_ I . 11 1� I 1,11'��­ \ , \,k," " ,� . I , _,,�,,,,,,�­,, i �, I , I � . 1-1 1% I _%,�� " , . �, -x, i I , \\,\ � I 01\11w,­\�,Ill � . , , , _ N I �11 � " I �11`kr.ei I MARK -OUT WITH THE OWNER PRIOR TO THE INITIATION OF ANY SITE DIS I ", ,� "IIIII-�IIIIIIIIIIIIII. " -, � 11 , 'I',., " . ___,___"-�1, � , ,�,, ,'­1'1�1�111'1\ I 11 , ­�\\­ �11 ", .1 K � . i I',, TURBANCE. ­ ",",­ I , , I __ 11111�1', " " -1, 111,111 I % , I � " , ___1 I " 11-- I ''I ,,,,,,,,' I " � I I 11 , 11\,�,_ `1� ""I.I , -1-1 " ` , \1 i , 1, %� I �,_�1111 �­,,,, � ,\\, I 1111,11, 1�1 r I I I � 11. I � ,­,O`��, I 1�1_11 k �k 111\k 11 I 1k, ',�'\ ,1111 11 - , w1w-11. .1 ,11 ,� , . I - � � �111\\\\" 'Ill , _,\"",,�,, ,_1111-111" ._,_,_`,1�17�,, '2k," 1" I ",mW � I " 11 ell 1-1- I I �,A­­&,_ ,� "Ill " � 1, "I `4�-IN-\111\1, 1 "I ,1111"'I" *"� -1 �11_ 11 I �, _ " 1'� I , k � % � -%%�/ ': _1111 "I' .� 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND NATURE OF \\-,,, "'N %,......l I "I -22 ­� vl'i� � " �, I 01, " , " " I I N, I\k , � ''I ,��,\ 11 . � � I 1 ,40�_ 1 'k ,�,, ,,,, jvr­-J� I \ ` , � , "11-1*1" � \k " -1 -b� I ,\\\" �',_, '..."...I.I I ­, i --—Z, ­,", ,-,"r,", c" �,�-,,­,-,,,,-,-",;,, ­,", `�i _%e""",�,�, ,,, I 1, I , ,, ", � ', , ,� ,,, ,"', I �l I -1 � "I � 1% � 1, I 'k '�",`,`� "I',",- I � "I I - " -, '1110F " � %. � �1111 ... � 1� , I 4 ,,',�,�,,�_ ,,,,_­­,,,,,,\ I 11 `Iklt , ,,;&%�,,,�­­\­ __',`,,�` , ,,,,,�,,� _ , , \ " i " ALL SUBSURFACE UTILITIES AT THE PROJECT WHICH MAY BE AFFECTED BY THE WORK. \, I , ,,,,, _ " 2, I I , � , . I" TIVE UTILITY OWNERS AND PERFORM VERIFICATION OF TYPE, LOCATION, 11,_11" 1, _11, 'I*- " I . ', 1\� 'J""""', ",111 " .. . , . .- , � -1 " WINGWALL-2 AND I 119 gfk`,,�,�,,j . I 11 ., " "", "It I , ,,, , �, " I COORDINATE WITH RESPEC " I I � "I % I '111� -1 I I I 11,� � "I ­ , <�� Ill\ k"". / fl� ,,, ,\ ��, """', , 11 SCOUR HOLE 1�' , ,10 � 1�k k ", ,,, ,I 1�1 "�IIIIIIIIIIIIIIIIIII� ­ ­,� � \0 � /� -, ", "' <-�_ ...... . I 1 _%, , >, AND INVERTS AS REQUIRED. �, ­ ,111, '_,_ ,111111 \k 011 \,Ia "" '*�IIIIIIIIIIIIIIIIIII� , C --11, �- — — — , � -,"'s , I I - P 1, I '' "' I 1�4 I " ,,A , , ,�,,,, " , . I � I ,I , ,� , �\\, %11-11 � "I I 11',' -11, 11-1 _1% 1=17.50 1 "I "I, ,�"w I'll -11, . I 1�1 �'11_', " I "\"\,-\, I 1, I / �� "I 1 I "11-l", 11\1 \�,� 'I'm I 1 , I I \��' � I , — m,,,,,-__ I 11, "I I I I 1\1 'N�1, � I 111. ,I A� �,," , , , m , CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN ,,,� '' ­/ , � � 3. THE � ) . ... � — � " j � 11'' I I � "\\\,\\\ "I" 2?.67 '? I I J., 11 -, CONVERT CB TO DMH I . / ,,,, �,,, "\\,\-% , _ / 1, ,I EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING NTH THAT PORTION � ,\, \\ \,,,, I �u,tv,',' 1, 1�� , - " .,,,,,,,,, I I 1, I" ,,,, I I ,�, " \ ­ " 11 -,,111 8 C I_' "Ill, I I ,� I I __ I I OF TH E WORK. `,\," IN. \ ,"- N, ,,, � ----I 11 I / ,,�e " I TF=22.50 �­ " 1\ 11� � , \\ ,-, I -, 1\111111"', I I I , IP- "" 2 � t � I I � � � r,-' '-`,� '' , I I I I � 1- '­ "', �' I �,,jl 11 I ,,, 11 �, " " � � %Ik,�I, lkl\\, N11, "'\� ,,,, 1, 'IIIIIII I'll, I I/ 't �� 1- ,I \, Ik1\ \\ _I%1, '% ( / . ­ �:", I X1, 1, 111 ,11e, '� TIONS -,,,,, --,-"\, \\ I% ......"... 1111"I "\?':":;, 11 lwm "IIIIN\ I `� 111,� � ,�,�,,, `\ .I � -30" RCP 0 1.45% � I " 'I`1 ,_ 62' 4. THE LOCA OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, I ", , ­­�, " 29.67 � � ,\�, , I '--,, "'\"-,, �31,,�11", I 26.50 1 1 ,I : , - � . \ SURVM FIELD INSPECTIONS, AND OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED '1�1\1 1111,", 11�1\\, \\\-"\ ,,,, "II -1, 1, "D" � ,,,, . � , � , V , 11 I � 4" PERFORATED PIPE �\ \'­­', , `I1 \\, ," , , ,,,I 1�%, "ll _11%, _ � APPROXIMATE BOTH TO LOCAT10N. SIZE, AND AS -BUILT CONDITION AND ARE PROVIDED FOR "'I,1- I "', 1,,,,,,,� ""'N' '-\-,, .", 1,11, " CY, ,,,,,, N""', " 1 I I , 1, , , "\\,\, "I , I " � .�� -, % � ,� \\, I L",� , '114,1\ "I \1 �\N�, � ,­­­-, 1�,% �,�� � INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING �11 " I "\\\\--,, ­", ­-", ­-, I � ,\, `� , "' "I " � , � \ � \\ 11 , " IL I I I, " ",'I, I\."'I, `1_\, "\\, I'll 11 `__114, I I CBr' 1 1 x � ,,, k, - , \\ 1I ­­--, , , . � ` I �' L ,�, � '111 � " , ,\\"\, I IN -1, "I,\ �1, ,111 I \1 FILTRA�ON SWALE 1 �11 I I � I',, `% \11", I ACTUAL FIELD CONDITIONS. ,,,,,, .1 " "� , "\,\"\\ 1 26.50 ACCESSBILE PARKING AREA - TF= 21.9­0� , �'L L " 1,11L,,�� , L I 11 � I "\\, 1,�,� 1, I . ..... " " ,\,\ '\\__1'11 I" I I " ",\ I �,,�%% \� I ::::::::::` " , , , , 11-1\ "'\\\-"\, , `,,� :, I\` .% �\, "�\, k,\� , , I FF -29.58 MAX. 2% SLOPE IN ALL I(OUT)=18 40 �� "_ `1.111I, ,\\\\ "__1\1 �_`IIIIIIIIIIIIIIIIIIII� ", I / , " "-I--" IN, 1, ,\\\\,, " . %I ,\, ,\A I . ,\ .1 � 5. THE DIMENSIONS SHOWN ON THE PLANS. INCLUDING THE INTENDED DIMENSIONS OF THE WORK, MAY ­�, I,,--", '__1_1 , N," "\,\, �"\\, \I\ 1-\1 "`I\_ '11"n ­,\", -,,,,, "', I - i I'll , I " I . -,\" N\_11\1 . " �\, ...I., I I DIRECTIONS - , i' k 'I'll \, , 1k ­�\" �­'­\,­,, 1, "I k ­�' ,� �, I ", I 11 � 1, VARY FROM ACTUAL EXIS11NG CONDITIONS IN THE FIELD THE CONTRACTOR SHALL TAKE *1111, � 1'_\ -­­�,,_ _I�­ ­ I(IN-S)=18 50 0111, , " �, " �,' " \ 1-1 I `1 �, , , , , I " \ � _ I \ � �, 1�\ "IIIIIIIIIIIIIII� I _ '\ *�,� N\1 - I '\\,\\, - "'1`1\ , `\*-__1\11_ I \" "Ll," .,.,,,.,:, � I 11 - . 1\\\1_1 I, 1\1 \__ _\1\ __1 _1\\__1\�"­\,,'1_', ,,, '. 7",, � / I N, I I � I ­ .25 24.05 APPROPRIATE MEASUREMENTS TO VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AS WELL AS "1\\\_\\11, �' '-__11. "' I --"' --1 I I I , N 1, \ k ,\\"\ ,\, � , i , 'k "" ""_11� -"\\\, I ,\\ '�F,� �L ­`��, � L, ­-,"\, -,,,, ­'\"",'­'-, ",-,_ \ " "\, �", ": ,.,IIIIIIIIII- 29.58 - . " ""/ � '' I(IN-W)=19 \, 11 _"""�', 1q, _ "", 1-11 _­ 1*111_1 ­, 1, � , L �, 11,\ "Ill, ­�­ ,,,�`I,� � 1, 111­11-__�, I "I " � m FF=29.67 I 1� 11, ,,",', ��",,'. ,\\\, _,\",\\\, \ \\, 1, " ,LL � 11 I I , I k I ­', N I I Q OTHER DIMENSIONS HE MAY DEEM APPROPRIATE TO FACILITATE THE COMPLE11ON OF THE WORK. ,", ,-\\-,, , ­','\\" , `�",.',,'� �, "­­­ 1\\1, 11 -29.67 �,, I " I I, , -\""­­, _ ", ,,,, "'-,_,, " \\, , , \,,,'­,I",\�, , - "I � � '11 -n \", I\\_1 1� ' L __ " "I � NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN EXIS NG CONDI ONS AND THE CONTRACT , ,",),e,�, INI-1, \\\\" `­_"�, , ­ "", ,­, ,�� \�,� ','�', 11, -, " I 11 � 1,1�1\ , ­\, ",�,' ) I, _,_ ,", .1,11 I . x, 1 '�, "I 1, � I, " ,\.." , ",", ��� L � , I ,� ,\I, � -N, , '­­�,,,, . 111�, I '_'�,"" , L I'll, ,�', C , \\\, - , �\\, , 1',\ _\1"""', , 'IIII'l .1 �11' \ I 'IN", - ROCEEDING NTH THAT PORTION OF THE WORK. "N' 1�1, ` , � ,__ ,_____111 " I Ar I " �' I 'k 11 -,,, -",,, ,,,,-" ,,�,,,!,,�l --, I, " I _ "I I --- "I �t I , � ,,�, ,*. '%\\��, ,­­ "I", ,,'\, \ , --� --1 �1\ I , I ,\\, _\\11:'11\1_\1 `�,,, \ ,---",\\, ,-'--\\Z ,,,,- I ­ ­­", I ___", L"", I �� 27.00 29.67 \ � 1 1 `­"' , '­�,, 11`11\ I'll, " -"N,�\",� , ­,,,� � I'll, I � I -, 1\1 "'� "-,,"\\, , � , ,,,,l I I _\ I ­,_, ,- "\\\ 11, , � �, , � , I I I , ", 1, �, \ ��, j ,�\, ,��, -1 ,,, I I � \ " "IIIIIIIIIIIII_1 ""L `1 , ,� L \,\ `1",\ ,�\ _'­, - I '�,\_,\\, " " ,,,, �, \ \1 ' I , � 11 1 �, -,\\ �, 'N' "I 4 \ � , I 1\1\�, 1-1-1\.\ ­ \ "'\­ "-'- L - _, ,\"�, L � I \.I \ k, . ,\,\\,\, L, ­,_­_,,` 'T, "l-,,_ ",___ 1111% , � \ , ""\\\\� "\,I,,�`\�, -1\ _,, ,, " ,,, L I '_'� I - �'�,'_, 11," ��_ 11 ",'I i �, �N � 1� I ­, ­, ­_ 1,� `,,,�,\,�� . . , I , OF LOAM, SEEDED, FERTILIZED, AND "I,", \\','-,\\, __,"", �`_,�­ '\'\'\-" ' '\\" "­'­`­­" , 11`1 �L " , I 111\k . k ',,� ,� . k, , \ NTH FOUR (4) INCHES ,\\"\\, ,,, a 1­1\�', . ___ -, "I � "", 112'-12" RCP 0 1.00% 6. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED ",\, \, '�', , , ,\,\\� �\ L�,�` \\ ,� - ­,` � � a , 1\ �11, %�� , "I ­`\_�, ,'\,� �, \ I � " "\, - . � 1\1 ,,, ,\\, � 1\1 � , \k"" � 11 ',," ,. MULCHED. PROVIDE ADDITIONAL EROSION CONTROLS AS 'I" ,\,�: \ " I 1\\1 � "'_ __­­ ,� , � 1\ _� 'I, 'x- k"I" 11 11� _­­­_ -,\\,,-,L L", , "\", "I, ­� I , \ 111%,\ �� L � I 1� ,III \ 11 ___ "I ""', , �� L ",I\ k\ I L , ,­\ ,-,,, ­,­ ,-\ ', �, \� / '11\ " -I, \\\�',� `­` , "\ � - \L LL -%Z \1 � ,\ \ 11 REQUIRED. �`,) I -,, , , 11 \\ ,\\11 , , �"'_\,�L,'�"_"\ _," ,,,� _ """, , ,\\,­,\ �'N" IN _"\\ 'I 1% I , , 1\11z, � ,_ ", � , 1, I 11 "� . .\,�,X � 'L,,\ 'N ",,4� , \ , L , 1, , �, 11 ,� ,, */ 11 \ k 1, k _� L, '11\11_11111_ � 1\1 , , " , �', I � ." -,\-,\\\ \__ , "'t, ,� I, ", , " �1� I , . "\\,,,�",�� L '__ � -_ _ 1, ", "I""', I , ,\, , 1, � k ,,� � �� I ­', ­\, _\'," " L 11 I , � ', �, 1, 41, '__' , \, � ,,, 11 �­%�, �, N, � I 1, 11 I 1 ­", ""\, , \ \ ,\, I `\,��,r��,�k "\\L', �,\, I �� I , I I "I" 1� 111\1 "-\11111 ��, "", ., ` , � , \ ,,,, \ " ,� 11 -1-11l , , N \\ '10 .Ntll 1,�,, - � , t . ,�, L,,\ , , , ,l,,\, i - ___ ,.i -z"', , ',", , " ,,, , ­�,, k ­ ­,, � 1­\",� 11111L� 11-11_'___ 'z", _\\',,:>, .. �11 11 L ,e \ 7. COMPLY NTH CONNEC11CUT BUILDING CODE FOR ALL SITE CONSTRUCTION, INCLUDING HANDICAPPED c2axk .., < , . 11� "\\\\\,\, "­­­\� ", ". \ �k 11 � ,�, , .� t _\� .'� .-,, , ", _, 11 " 11 , , , ib --- . I I "k .1 I I �,,,-- 1\11 1\1 . . . . . . , 1�' I \ I \ , 0.5,\ — "", ��-\ --,, I_______11 ,--,\,\,,\ \ ,K--\\, ""III I I , . I I - '�L"L,, L ­,,� - "\ N\, 1� I ,,­------­, ",--,\, , ",\, I I\ , ,_ �\,, I 'L ,� , '� 11-1 L* � 'k L, \ I " ,,, � \, � , ", , � I , ` '. I I \ I �'ll-,�-,,.--,�,,,�,,�,�,��,�,\-\�", ", I IV "", 1­,,<�\��, `­,�\,"',­ ,� " � ­ .... "__­'—­­_­,, '' I I � I `\­', ,\,,,, 1'!�\,"�,, I , ­, " I 1,1-1-1- �,_ , 'N\\\\\ f'Xk)LS �\� \ `I I _ , , .,' 11"\,_,___1111111, _\11 \ � ,�� � � I,, 'I,, � � - 11�� -'l Ik"\ , ,,,,, ',,,, ­,_,,N,­�'­' t TC26.00 'N, I""', , j,x �', , � "'\,\,-,\\ - ,�, `,,\', .. - - , , ACCESSIBILITY. \ � V�'_ �, k �� ^,��1*1'11, �,,, I ,V�, �', ' 'L 11� Nl� 1 ­­ "I 1k, "k, \ I , , , IL� 1\ L . , I'll I I TIM I 'K "I \ 8. THE CROSS -SLOPE OF ALL SIDEWALKS AND WALKWAYS SHALL BE LESS THAN 1V:50H (27o). 1'�,, '­', ", :z `11\\11��k . 1 8=62 1 ��, I I " , ,� ' \ � , Z , �" � \ ", , , %� I �k , \ , \ ""'_\, '� N\1 ), '�� ".l � ', � 1, � � , x \ I;', , c,�, � BC25.50 ", \ � "", I 1� � \_\1 ,L,�\­ I", �: \ , , "I -1 - I , , " I 1 -- I . 4 , - \, L,� , - , �, , ��, , , , , I .1 ,,, . �\ ,� ,� � 1� 1� L I ;�� '1"`111 ,\ 11 I\, k"", , I , ',�___ X "I �\� \ N ,\-" I 1� 1�1, 1�1 , '�­,, 1, %,, 1\1 \ 11, " ­,� "'L ,� L' I � I ­ , I\k I Lj I I ��, _,','�, , I , , I , V, � \ 1% � L- � L `­�, -'\,,, , L I , , , ' �L'�L�, ' '­`:" � "' N "­ L ��,\, "\I I \ " __" , Rfi,k �'Z�� % Z\�\\ " \ N % " � �1\ L ,-� -,I � \ � " "I . I _�, 'I\ ' 11 \ UNLESS OTHERWISE INDICATED, THE MAXIMUM RUNNING SLOPE OF ALL SIDEWALKS AND WALKWAYS I \�_�\� I "'N-1, ., ',, "L" - L W 2-2 ,, I , o�,� " �, I " `�,,_ " -,z � , 1" �111 k\ \ . I " , L ,\"I\ -,-I",�', ,­,", - -, " 1\1 . , , " �,,� \, ,,,,,*,, ", 11 , , ,., - , I I ,Ilk ; �, , ... � , \\� 11I � ", L I i", �� " � ,,, �, Nk �, � , X, " 1+ 'L ,,, N ... , I , TF -22.62 \ ",11111- - ,� - I I \1 -1 �1\ I " �, PLACEMENT. REPORT DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING NTH THE WORK. "", 11 11 L" \ L', , ", c: e% N1. ,� \\ "I 'I, -", I � lk ,� � lk\ � i 1 -3 , SLOPES PRIOR TO CONCRETE , " ,_ I , . \ SHALL BE LESS THAN 1V.20H (57.). VERIFY GRADES AND �, , � � L,'',L �_Jf ,-"\, ­",�",\,,­\",\,, 1, ,��\, \ " _� ��, I I , D ,,,,,, � ,,, 1�, �� , � I 11 I ,,,, " - "," ,,�,,,� \1' \ I 11 CB 2 , 'e, \ I �' L �, I " '11,�,\" ,� \-\ I 11 1, �,N�11 \ Il 01, % I , "I-1, I ��_, ,_"� " k � � .. I �, ,I-,- '\' IN, " ,,�, - �\ , \\ \ \_"\\""_`L, i(OUT)=19.95 — \1p I \ I, I I, \ \\", �14k, '. " - L 11 11 \ \\ � i� " I , � I "' , = 2-, 11 I `-N ` , . I � \ . I --�-,,, -,& , \NN, I 11, \,, 11 \ �; I" 1\ I � \ '1� I- .1, � N "I . ,,� , ,\ 1=21.17 `11 I 'L 11 I I 1,�,,", `­,%, `1-1111 , ",�', � '� \' Z" L, I L 11\ 1� . , ` 11 , ., L " I \, ,� � tt��,� t - I " i TF=23.67 I 1, I \ , �� , 1. \ ["'5`11 I., , �11, 1`11 , \ __ \�, �'11 1, \ \ I I \ t -i I(IN)=20.05 \\* . 11 I I , �, 11 I ! -.1 , ,� L� I I L I - " ,\\\ I Nk L, ,�, -- � "I � L,\ -LICENSED LAND SURVEYOR TO PERFORM LAND -SURVEYING SERVICES . , I I , 10 - L, , 10. ENGAGE A CONNEC11CUT , , - ,�� , " \_1 �� - � .1 I I " ��` , \ "\, %, �, L I I 11� - - I I'll �, . `1�11 Il�, ��11 "� I "' III,\, \ �' �41 \ ',�,,,,_',L�,,: " N�� I .�, \ , 1, � , % I " 1. ,I, '�L \-_ I 1� �_ .L % V I' �' - 1\ 1, I ��, ,\, 11 " � REQUIRED, INCLUDING, BUT NOT LIMITED To VERIFICATION AND LAYOUT OF BASELINES, PROPOSED 1k \ "' , Z,L , �\', , ��, ;,k \ " \ �, ,�, "' I ir \ I I X ,I " I - I ,�, ,,,,, ,- ,,, I L_'�tll ,\ I, �, I I", 1�, - ,'NN � �,,, � 1\ , 1, "N� , ��__,, " - IIIIII ,� " ,III\, k,\ I., ,I L I \11, I I,k�� '\\,",, ", \ I", 11�.. " IS --IlIll' \�' L 1, \ "' "I \ I L , '�,. 11 \ 47'-15" RCP 0 1.50% 1 � 1, 111 , IMPROVEMENTS, DIMENSIONS AND ELEVATIONS. REPORT DISCREPANCIES TO THE ENGINEER. ��\ \\,\ '\ N �, "I � � \ X, \L % �� ',I . � . �, , I , L, " " 11 �1�1 � , "QL "', 'L I I ,� �\ \ , ( '�� \_ ,,, �L I �1� , "'I L, ��'L, 0 � . 1 � , ,-t ��, , L, ,� �, \ ., � \1 ',,"��.� \,� k,el, , I \� \ % �, �& Q , "Q � i q , _, I L�� �, I . -'L,' N ,,'�_' I I , I � I \� I " I k , , \ N�� � .1 \ I I ',�� 1, 't " 1�, � I : \ N\ , �11 , , � �, ,� \�� k , �11,1 L I 'L % L ,\ _�_ , � � � I �, ,� " , '�, ,\ �' \ `� , 1-11 ,� , N 11, "I \ , , -L".", -�%N!%\ 'N". "'\ \ 'k ",\ , \ , I I., � , ,,, "-'L,' < ,�� \ \ \ N \\ I 1� lz� I %1� 11 I\ ,�, � � \L � ell B 1k, . �LW L I , I I, MEET MELD CONDITIONS. DO NOT PROCEED NTH ANY ADJUSTMENT OR FIELD MODIFICATION UNTIL I I ` ,�,, L I . L Ilk,\ ,I,,,��'11 ,$,�,I'\ L " 1� �", " m- I L `:\ 11, W 1� _��l I\ L I I I I �v ,,, � LA"""", \, L 11� Tm.30 I , '­ I 1\ "' "-%�,\, " L , �, ,\,,,,, �"�,,, , \ \1 "11-1 , M2&80 %'� le, \ % , % I \ 1\ , -L I � �\, \'�', '�, -,L 1, �11 "11\1 "' � ", ,,, 1\1 I 11 �11 � L"T � " " I 14" C, , , '� \ '!'�"�'�`�\��`­":�� -L' 11 I "'L , '' � I L, , _ k �_R, �\,'11 L 1P " � , k \1' I , � ,,, \� I �,,� , """, ,,, _��, , -,�% , �\ I\ " N \ \ \ I � \ � I 1n, , I " I'll " , 1% '­ � , ), I I , � \ , I 11 I _hlik, `­ 11 � , �', " I �� \ , 11. PROPOSED. GRADES INDICATE DESIGN INTENT. VERIFY ELEVATIONS AND MAKE ADJUSTMENTS TO I ,�\, \, ", , I% "\ , \ _ " - % , .,t,.4 \ %, , . . ,� 'L "', I \ \ I , , , ""��___ LL "I" ' , II, " A_ k 11 ,� -\,, '\ ,,, 1� " , "I � I . " \ , 11 , 'j , 'j , 'j , , -, �\< �' , 1, , " � T=ao I 'j L L� ' ­ ,;�',_ I, �,J,,�c Al, - I .� 'L, �', L , I I , I� � � k NEER. I " I 1� -, `\ , , '' I SEE NOTE 17 \ BC22.3D I I I ,I �, I " \ ` ,\, ,� I I L I , n , , " ,,,, �,, , 11 5\,,��, ��, \�I. \ \ '\\ .1 I "M��� � . L, , ,I, , ��, N\ ,�-� ,,, \, \ �� \ , k , i I I \ I,� ,\ "", , , I , "I � III, ,N,��,�,, - I � " I I 1, ,� I \ 1� I '�,, ILIL I k � ' L I - �I \ -,,' I N I N, ,", `_-'��, I , ,\%, NLL,"�,­ I 'I, I \\ %%% ­�, " 1, ".1 11� I I CB 2-4 (SEE NOTE 18) , 1\1 \, � s, 'I", , � \, I\ 11 , k 11 """W'I L", . ­_ "', � ,4. L , \, \ \ 'L \11 " I �� �,�, �'­:', \ I � -, \IN 12. GRADE TRANSITION BETWEEN TOPOGRAPHIC LINES AND SPOT GRADES SHALL BE UNIFORM UNLESS ',',�\ ,,I N',, "",& `�,, (� \ -,\" I 1�_, 'L � " �\ I I L I, ­ �'­­­ _'___L__ I TF=23.0± I , , v_ 11 "I ' I I I '1� ',�,� Y'\ I �1, `1\ 111k 'LL. __­ ­ ... . __ iiiiiiiiiii 11 I ,� I I " I I M - 1� � I ""w" - 'a", , ", - I , . , "\\111 1, ., -, ,% \ ` , \ L N wl,,,,�wau 4\,\R% . . ...... __ \ 7 I I I , �, 11 I I 1\ "'I\ � \ \1, I I I "I __x \ � 'L OTHERWISE INDICATED. , , 'I'll, , \\\ \-", "\\ L 11 Ill ­­'_­­,__,_­ ,-..'I I \� ,\, ", �,, I N,I,-11�\ \ \ \11 � �, 11 1, ,_� ­­­ I - � I k I ,__ , W 15 1 � \, , I\ ..... .. ": ,\� I ��11 `111_\1` , , , I\ \ �', "' , I V I , __ �M , LIL --11 11 iiiiiiiiij� - �'_. N-11 115".1l � � L \� 'L ', \�', \ , 1, _\ L " , ­ ...... , I : I __ I -I I � , IN, - 11 L I'll, 11 I , \, \ -\\,\, ,,�\ 'N\ -, , �, 11� ,­­'� "---- ___ ..... ..... ___,",_ , ,I I 'IL, 11, L ,.,, - _ ___,_____ IIIIII 11 I ,I 1I I ,I I `-, 11 I". _'% I "L, �', '�L:!'� .1.111,11, I I I I I I I I I minammosemommollialmoominamovionommemomenioim I I`, -,\ '� �, "I _,\ ­­ ­ -_ - --- L' \1- N, , - , - I 1\ 1\� \ ... 4" �, 13. ALL DRAINAGE PIPE SHALL BE HDPE UNLESS OTHERWISE INDICATED. WERE RCP IS CALLED FOR I X, \1 , �\�\ "', , I �1� I k111 , _,, , ­ ..... ... -, 11 11-1 ­­ 1� , 'N I 1 "I I 'L "' -, % �', I ....__ -1, 11 ", I I ,,,, " 'L "I 11, "', 'z, I—— ­ ___ ...... _._ ",_ \11 , ", 'I'L -111, I 11 � 1, ,,, , 1� I ,\, �,Ilv , \ , � ,\ " `�, -, -1111 -111 .- I11-11\11% ''I'll, I—— ,, LL I 1� ��1'11 1 I I'. , 1, " ­ I '111-," L I ' L' , L' I - "I'll, L" .1-111 ­­_,_,,� ,I " , " I I \ '� I _,""._ __ I IL I , I I I " ' -111111 I '_ � \\ , �I� � I� v , , "� N, - , L \11\ _,-1 11_111 � "I '*� I 11 1 , ., � , "I'll--- ,\\ , " _11__ '­­-­­­ �\ I ,� , \\ \� , IN \1 , I \ , \ , �� ,-, \ .1-11 ­ - " --,_-1-1 \,\� " . I\_ , , ��I `1 � " �\ ` I __ _ ­­­­_ --,"L . , I 'I', , L' , ON THE PLANS, IT SHALL BE CLASS V. \ ­ \1 %, '\ �, -\� \ \,, \ �15 . , ,_ -11.1111" I 'I'LL I , 1, 1�\ \ ',�, "I ,, _ -'L-" .1-1 % ­ " L'', ­­­ 111,1\11-1, I I .11 I I N, , , . 'L 11 --*_11 L L L ,��-�,, . 1 " ,\ , I 1'1� � I� , __ I I 111 I L .11, �N , I I L , I, , I t � �, I 'NI I "\ , . '� I ,,, 1�, " _� ", .1 -'--'- I I -LL '"'Ll, -L I L. ­­­', " \ ' Z�,,, � �,, � v % ,� �, L� "" ­­ , , ­_ ' L L I I I L I, I , I , I ''I __111-111 Al ____ I , 1� ,�,� -, I", ��, �� ��. "'11'\ " _. _,", ��, I , "I L, I L 11 � L I " I II, L ,� ,Z__ __ ',��, I I \ " 1\\�, 11 , I >1 %11\_ '\\- I , " ,\ , 11� �\, L, 1\11 `\1, , \ L, ".. --1 TC23.23 � \1 , � . I 11 .1"', , "', \ NL" "N' 'L I 1. , I'll, 1-11 ­ ," , " , '� . 'I'll , , " I ", '�\"" �'_­ "' L L I I . ....... " """'L ....... __ L, , I \ \ � I ,��, \\" � �11 ��\ 1­1�e " I I " J " \ L , ., � , � , � \1 % ,,, , , I " I ,,, , I ­ ­ ,,, I 11 I I 'L I'll ­­­ I I -L _­ �__,_ -2-73\ 1\1 L, " I k ,� �,\,, I I � I ,,, ,�, -!z" -11 IL I _ ,�U '\\IL-11­ I %, 11 I I A \ `\ \ 1� 1. " _,_ ­ ,'L . �N,,, ­ L L I L _,",-, \ I", 11 ,',­­­,­­­ __111-1111 ....... � '1111_ - , " -, . _ N , \ " I "� "\ �� � \ ­,��', "I'll, ,11` __,_ ­, �­ I . � i ,I lkl� I `\.1, 11 ,,, , , \ \ I , -11 ....... ..... . L ,L " L ,\ 14. UPON REACHING PROPOSED SUBGRADE ELEVATIONS WITHIN THE FIELD, ENGINEER WILL REVIEW L - \N",� �\, \, 111�', , 1�1 1k ,11, 1,11, _____ '­­ _, '--,-,,- , , , . I I , �, _'__',­ , I'll 1, L,,,, I , 'n 'n I I 11 ` "" ,� , I , �', "I I " "' ' 'L I , I_ . "I 1�\ 31", ,­­ 11, L , I--,' 1\ ,� " I ­ � SUBGRADE PRIOR TO INSTALLATION OF DRAINAGE SYSTEM. SEE SPECIFICA ON SEC ON 31 2310 1 N, ,,, 11�, ", 1, I � �� """." - *\�,_ I � 1, I , " 11, ,, , I L --L"', ­­ I \ . ,� 11 - -_L �_' � '', ...... �, � , ,,, I ---, "I "I I I � � I � 4� � momilllm ­ �'�­mmmmw­ mEmpm � � � illlllll�m IIIIIIIIIIIIIIIIIIIIIIIIIIn � � IIIIIIIIIIIIIIIII� � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi � EmMw­ � mm"m � 'iii&ift ,0� 11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 iibikow =NNW, r"�mlm � ',\#,E� \ " , \ ` I _` "'�,, ,' - ­_�,, �11 � ml�mm l!"m mmmm� � I L ' \ _ - �,,-,, , " ,\\, - \ ��, ,�,, , � 11 ,�� , \ �, �� \\\ ,� \ ' , _ 32--,,,, , �\ ' \�__ , \ — '*-v `�"—, , _�' --��\\ —17— — AT— �� � 11 , - EARTHWORK. I*— 1'��"� .�i,_L\,,_Lllllll. %�" , �.� , , , \ I , I L 15. ALL CATCH BASINS AND SHALLOW DROP INLETS SET AGAINST CURBS SHALL BE CONNDOT TYPE MATCHLINE — SEE SHEET C-4.1 "C". ALL OTHERS SHALL BE CONNDOT TYPE 'C -L". � 1 16. THE TOPS, RIMS, FRAMES, GRATES, AND COVERS (AS APPLICABLE) OF ALL UTILITY STRUCTURES . . I THAT ARE TO REMAIN SHALL BE ADJUSTED TO MATCH FINAL GRADE IN A FLUSH CONDITION. ALL SHALL BE INSTALLED WITH TOPS, RIMS, FRAMES, GRATES, AND COVERS (AS APPLICABLE) TO FINAL GRADE IN A FLUSH CONDITION. 17. THE ACTUAL TOPOGRAPHY OF THE MOUND AT THE SCKJTH OF THE SITE DIFFERS FROM THE "ANTICIPATED CONDITIONS" THAT IS SHOWN. CONTRACTOR SHALL FIELD -VERIFY ACTUAL ELEVATIONS AND GRADE AS NECESSARY FROM THE PROPOSED CURB TO MEET THE EXISTING SLOPE. OF MONTVILLE PLANNING & ZONING COMMISSION � 18. SET NEW TYPE "Coo CATCH 13ASIN AT EXISTING ROAD GRADE. CUT EXISTING PIPES AT BOTH END AND RECONNECT (USING FERNCO FITTING AND NEW PIPE) TO CATCH BASIN. ISSUED FOR PERMITTING 19. AT THE CONCLUSION OF THE WORK, CONTACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT I I MATERIAL FROM ALL PORTIONS OF THE STORM DRAINAGE SYSTEM, INCLUDING NEW WORK AND EXISTING WORK THAT REMAINS OR IS INCORPORATED INTO THE NEW SYSTEM. CHAIRPERSON DATE NOT FOR CONSTRUCTION . I- ___ - — ___ ______ ___ __ ___ THIS PLAN ARE INVALID UNLESS THEY BEAR THE EMBOSSED SEAL OF THE UNDERSIGNED PROFESSIONAL. . . ­, I . - �. �0.111.11tfi , , %%-,; .. , .."1,11.., ., _N .., . :;r �% - O�' Go, , , . I I . . #1 'I'l �� * . � 00 I . I -� �. : �. � : . 10I -W 4 I � I 1, , m* . � . "* 4. , , � � � _ li6: =0 . I - "*1 lop� .1 I ... , I .. .:� I : N. �� zl� I : . . . .... IF .... ., , , lll�, :... 11 �� ------ ,:,�liri � .1 f irio � . . 1TV - -, - '441 7-10. 4.1.1, .0"' I.. .. I I -- WILLIAM G. WALTER, PE No. 23146 OXOBOXO LOFTS 42 PINK ROW IN UNrA %-.TISVILLE CONNECTICUT GRADING & D-R-AINAGE PLAN SEPTEMBER 1,, 2016 SIONS: 1 E TO COMMENTS i - I I PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET - - � I . 1p BSC G 11 1 - - — - - - - - - - - - - - � I 300 Winding Brook Drive Glastonbury, Connecticut 06033 8606528227 @ 2016 BSC GROUP,INC. SCALE: 1 to = 30' i Iiiiiii2!!!! I 0 15 30 60 mEEr FILE: 8364900—GRDR.DWG DWG. NO: C-4eO JOB. NO: 83649.00 � MATCHLINE - SEE SHEET C-4.07s�TNO N, �7 38 PROPERTY LINE (TYP.) 68' LIMIT OF WORK (TYP.) 66-2 �\� �\ \�\\ \ iai-.w rzca 2.36%e X.x DMH 2-1 �64-j\\��\ \\ I(i(I)-z1W 93'_36 RCP a 10.965 � f 3p .26 1-33.20CB 24 RIP-RAP TF=26.2 APRON -1 F' NOTES: 1. CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG" (1-800-922-4455) AND VERIFY UTILITY MARK—OUT WITH THE OWNER PRIOR TO THE INITIATION OF ANY SITE DISTURBANCE. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND NATURE OF ALL SUBSURFACE UTILITIES AT THE PROJECT WHICH MAY BE AFFECTED BY THE WORK. COORDINATE NTH RESPECTIVE UTILITY OWNERS AND PERFORM VERIFICATION OF TYPE, LOCATION, AND INVERTS AS REQUIRED. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 4. THE LOCATIONS OF EXISTING SITE FEATURES AS SHOWN HAVE BEEN OBTAINED FROM MAPS, SURVEYS, FIELD INSPECTIONS, AND OTHER AVAILABLE INFORMATION. THEY MUST BE CONSIDERED APPROXIMATE BOTH TO LOCATION, SIZE, AND AS—BUILT CONDITION AND ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL FIELD CONDITIONS. 5. THE DIMENSIONS SHOWN ON THE PLANS, INCLUDING THE INTENDED DIMENSIONS OF THE WORK, MAY VARY FROM ACTUAL EXISTING CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS TO VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AS WELL AS OTHER DIMENSIONS HE MAY DEEM APPROPRIATE TO FACILITATE THE COMPLETION OF THE WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. 6. UNLESS OTHERWISE INDICATED, ALL DISTURBED AREAS SHALL BE RESTORED WITH FOUR (4) INCHES OF LOAM, SEEDED, FERTILIZED, AND MULCHED. PROVIDE ADDITIONAL EROSION CONTROLS AS REQUIRED. 7. COMPLY WITH CONNECTICUT BUILDING CODE FOR ALL SITE CONSTRUCTION, INCLUDING HANDICAPPED ACCESSIBILITY. 8. THE CROSS—SLOPE OF ALL SIDEWALKS AND WALKWAYS SHALL BE LESS THAN 1V. -50H (2%). UNLESS OTHERWISE INDICATED, THE MAXIMUM RUNNING SLOPE OF ALL SIDEWALKS AND WALKWAYS SHALL BE LESS THAN 1 V. 20H (5%). VERIFY GRADES AND SLOPES PRIOR TO CONCRETE PLACEMENT. REPORT DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. 10. ENGAGE A CONNECTICUT—LICENSED LAND SURVEYOR TO PERFORM LAND—SURVEYING SERVICES REQUIRED, INCLUDING, BUT NOT LIMITED TO VERIFICATION AND LAYOUT OF BASELINES, PROPOSED IMPROVEMENTS, DIMENSIONS AND ELEVATIONS. REPORT DISCREPANCIES TO THE ENGINEER. 11. PROPOSED GRADES INDICATE DESIGN INTENT. VERIFY ELEVATIONS AND MAKE ADJUSTMENTS TO MEET FIELD CONDITIONS. DO NOT PROCEED WITH ANY ADJUSTMENT OR FIELD MODIFICATION UNTIL APPROVED BY THE ENGINEER. 12. GRADE TRANSITION BETWEEN TOPOGRAPHIC LINES AND SPOT GRADES SHALL BE UNIFORM UNLESS OTHERWISE INDICATED. 13. ALL DRAINAGE PIPE SHALL BE HDPE UNLESS OTHERWISE INDICATED. WHERE RCP IS CALLED FOR ON THE PLANS, IT SHALL BE CLASS V. 14. UPON REACHING PROPOSED SUBGRADE ELEVATIONS WITHIN THE FIELD, ENGINEER WILL REVIEW SUBGRADE PRIOR TO INSTALLATION OF DRAINAGE SYSTEM. SEE SPECIFICATION SECTION 31 2310 — EARTHWORK. 15. ALL CATCH BASINS AND SHALLOW DROP INLETS SET AGAINST CURBS SHALL BE CONNDOT TYPE "C". ALL OTHERS SHALL BE CONNDOT TYPE "C—L 16. THE TOPS, RIMS, FRAMES, GRATES, AND COVERS (AS APPLICABLE) OF ALL UTILITY STRUCTURES THAT ARE TO REMAIN SHALL BE ADJUSTED TO MATCH FINAL GRADE IN A FLUSH CONDITION. ALL NEW UTILITY STRUCTURES SHALL BE INSTALLED WITH TOPS, RIMS, FRAMES, GRATES, AND COVERS (AS APPLICABLE) TO FINAL GRADE IN A FLUSH CONDITION. 17. THE ACTUAL TOPOGRAPHY OF THE MOUND AT THE SOUTH OF THE SITE DIFFERS FROM THE "ANTICIPATED CONDITIONS" THAT IS SHOWN. CONTRACTOR SHALL FIELD—VERIFY ACTUAL ELEVATIONS AND GRADE AS NECESSARY FROM THE PROPOSED CURB TO MEET THE EXISTING SLOPE. 18. AT THE CONCLUSION OF THE WORK, CONTACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT MATERIAL FROM ALL PORTIONS OF THE STORM DRAINAGE SYSTEM, INCLUDING NEW WORK AND EXISTING WORK THAT REMAINS OR IS INCORPORATED INTO THE NEW SYSTEM. a ' 29 \I III 'Ce P c�� �R mni c� II �I k=22.35( -OUT N) Ilp APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION CHAIRPERSON DATE -- — — PROPERTY LINE �— — LIMIT OF WORK — TOPOGRAPHY: MAJOR INTERVAL — TOPOGRAPHY. MINOR INTERVAL �— �— -- — TOPOGRAPHY: INTERMEDIATE INTERVAL x4200 — TOPOGRAPHY: SPOT ELEVATION D — DRAINAGE PIPE Ej — TYPE "C" CATCH BASIN (CB) E] — TYPE "C—L" CATCH BASIN (CB) O — DRAINAGE MANHOLE (DMH) ® — AREA DRAIN (AD) — ACCESSIBLE PARKING AREA ISSUED FOR PERMITTING NOT FOR CONSTRUCTION REPRODUCTIONS OF THIS PLAN ARE INVALID UNLESS THEY BEAR THE EMBOSSED SEAL OF THE UNDERSIGNED PROFESSIONAL. t��tttr�jte 4 s C <` rrrii•���QHAt E��1���~ �lt�a�aE'a, WILLIAM G. WALTER, PE No. 23146 OXOBOXO LOFTS 42 PINK ROW IN UNCASVILLE CONNECTICUT GRADING & DRAINAGE PLAN SEPTEMBER 1, 2016 PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET WALTHAM, MA 02451 BSC p 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2016 BSC GROUP, INC. SCALE: 1 " = 30' 0 15 30 60 nmr FILE: 8364900—GRDR. DWG DWG. NO: C -4A JOB. NO: 83649.00 REPRODUCTIONS OF THIS PLAN ARE INVALID UNLESS THEY BEAR THE EMBOSSED SEAL OF THE UNDERSIGNED PROFESSIONAL. C'ONHtr'', G. luj�•� . G r r ♦ f •.r r ♦ lr ' ti V � ��Elftllt�� WILLIAM G. WALTER, PE No. 23146 OXOBOXO LOFTS 42 PINK ROW IN UNCASVILLE CONNECTICUT UTILITY PLAN SEPTEMBER 1, 2016 PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET WALTHAM, MA 02451 BSC GROUP 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2016 BSC GROUP, INC. SCALE: 1 " = 30' 0 15 30 60 FELT FILE: 8364900-UT.DWG DWG. NO: C'S .0 JOB. NO: 83649.O0 000 Co� F K� 46 �� ,�'�• / � � �•- Fj ,_iii.. �, �- i 4 42-,_1" -+ 40-11 •• 3 v 1 r� -j�•. `` � FL=60.65 AL M - .9L 40 o L� 4 �. 1 qPPP 'tel 44 \ '�• MIT �� ''a. �lilc. � 45 AL t � \ 46 \ . '66 Al R- �\`\ 47 ``�.► SFA 65 I ..�. �... `. v A.\./ - /* - 1. \\N% i, HELTCO 6570 qNSIM TF=76.54 INV=52.82(IN) INV=52.72(OUT' 2013 RA -1 RA -2 RA -3 REGULATED AREA COMPARISON 2013 APPLICATION VERSUS 2016 APPLICAION 42 PINK ROW, UNCASVILLE, CT 2013 Application Area Wetlands Uplands Area Total Area Disturbance Activity Designation Area Disturbed Disturbed WILLIAM G. WALTER, PE No. 23146 OXOBOXO LOFTS 42 PINK ROW IN UNCASVILLE Fill wetlands, clear and regrade to create paved RA -1- 3 1,600 16,400 18,000 parking areas, foot paths and stormwater treatment. RA -4 0 3,600 3,600 Excavate and replace impacted soils with clean soils. RA -2 0 6,500 6,500 Replace undersize drainage pipe and construct RA -5 0 1,200 1,200 stormwater streatment facility. RA -3 0 1,000 1,000 Clear debris and remove growth (including RA -6 0 13,200 13,200 invasives). RA -4 0 6,000 6,000 Fill to place parking area and replace undersize RA -7 0 14,000 14,000 drainage swale with drainage pipe system. Total 1,600 48,400 50,000 support scour at building foundation. 2016 Application Area Wetlands Uplands Area Approximate Disturbance Activity Designation Area Disturbed Area WILLIAM G. WALTER, PE No. 23146 OXOBOXO LOFTS 42 PINK ROW IN UNCASVILLE Clear debris and vegetation (including invasives) and RA -1 0 11,000 11,000 place pedestrian walking path. Construct walking paths, children's play area and RA -2 0 6,500 6,500 improved stormwater treatment facility. Clear invasives adjacent building and plant with RA -3 0 1,000 1,000 wildflower mix. PREPARED FOR: Clear vegetation (includign invasives) and plant with RA -4 0 6,000 6,000 wildflower mix. 860 652 8227 © 2016 BSC GROUP, INC. SCALE: 1 " = 40' 0 20 40 80 Fr Limited disturbance in brook to place helical piles to RA -5 300 0 300 support scour at building foundation. RA -6 0 1,200 1,200 Portion of a bituminous basketball area. RA -7 2300 21700 5,000 Miscellaneous debris and invasive species removal Construct new drainage facilities to replace RA -8 0 4,500 4,500 undersize swale. RA -9 0 200 200 Construction of new drainage pipe. Total 2, 600 33,100 35,700 1 - APPROVED WORK IN REGULATED AREA (2013) x x x x x x x x x x x x x x— APPROVED WORK IN REGULATED AREA (2016) x x x x x x x \ � I 5MH TF=63.7b INV=48.20(IN) CPCO INV=43.70(OUT) 6564 5MH \ TF=50. �3) INV=4 "VOP=34.87 APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION CHAIRPERSON DATE RA -5 �L• ' CBCL TF=22.66 SMH TF=23.52 INV=11.84(IN 5) INV=11.52(OUT NE) 21 CB TF=22.63 FL= 18.46 (IN) FL=18.29 (OUT) CBCL TF=23.02 5MH TF=23.66 INV=13.06(IN 5) INV=12.76(OUT N) I at CB TF=25.52 F =22.52 (IN 5) 3 L=22.27(IN W) =22.35(OUT N) ' � U N 24" SAI II 5MH TF=28.81 0 INV=20.69(IN) V INV=18.09(OUT) I`s= 6 04� I ISSUED FOR PERMITTING NOT FOR CONSTRUCTION REPRODUCTIONS OF THIS PLAN ARE INVALID UNLESS THEY BEAR THE EMBOSSED SEAL OF THE UNDERSIGNED PROFESSIONAL. i yit 4 1 WILLIAM G. WALTER, PE No. 23146 OXOBOXO LOFTS 42 PINK ROW IN UNCASVILLE CONNECTICUT REGULATED AREA DISTURBANCE SEPTEMBER 1, 2016 ISI N PREPARED FOR: DAKOTA PARTNERS, INC. 1264 MAIN STREET WALTHAM, MA 02451 BSC P 300 Winding Brook Drive Glastonbury, Connecticut 06033 860 652 8227 © 2016 BSC GROUP, INC. SCALE: 1 " = 40' 0 20 40 80 Fr FILE: 8364900—RA.DWG DWG. NO: C-7,0 JOB. NO: 83649.00