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HomeMy WebLinkAboutSITE PLANS 1.17.2020 - 19-00472 - S 2380 W - Summerfield Div. 7 Site PlanSUMMERFIELD SUBDIVISION DIVISION NO.7 EAST OFC THE 26 )i NORTH, OF EREXBURG, MADISON COUNTY, IDAHO JAN 1 7 2020 IT`( OF REXBURG VICINITY MAP INDEX SHEET OWNER/DEVELOPER KARTCHNER LAND MANAGEMENT INC. ATTN: CODY PUZEY 208-529-2116 CIVIL ENGINEER ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 435-755-5121 1c1 -Do4-2 (``'eV. &4 GENERIC NOTES (APPLICABLE 10 AL COWL SHEETS) 1. ALL CONSTRUCTION AND MATEINLS SHVL BE IN ACCORDANCE RATIN THE PROJECT SPECOCAMINS, MWA STANDARDS CRY OF REGION STANOMDS, ISPWC 2015, STATE OF IO AND ANY OTHER APPUCARIE STAMM, ISSUED Of TIE CWARMLING AGENCY. 2COMPACTOR SHALL FIELD WFIFY All DIMENSIONS BEFORE CONSTRUCTION. ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND HELD CONDITIONS SH IMMEDIATELY BE III TO ME ATTENTION OF INE OWNER. 3, CONTRACTOR MALL REPAIR ANO/OR REPIACE MT MEAS AND/OR MATERIALS DAMAGED DUMC CONSTRUCTION. 4. COMPACTOR SRLLL "WAN A11 NIYCEM %WERIT (PUBUC k PRNATE) FROM ALL CONSTRUCTION DORIS, 5. COMPACTOR SHLLL PR OE SMOOTH TMNSIIIUI MOM ALL NEW CONSTRUCTION TO EXISTING CONDITIONS. 6. CONTRACTOR SWLLL PROADE AL NECERSM' AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED HY LOCAL, STATE, MO FEDERAL CODES AND ORDINANCES. 7. CONTRACTOR SHALL REPLACE SI MONUMENTS DAMAGED DURING CONSTRUCTION. 16R MONUMENTS TO BE REPLACED BY A RESUMED. UCENSED LAND SUfi R. 8. DIMENSIONS JbWN ME TO THE CENTER OF THE PIPELINE UNLESS OMERMSE NDTEO. 9. DISTMCM SHOWN ALONG PIPEUNES ME HORIZONTAL MGIANCES AND NOT ACTUAL PIPE LENGTHS. MORE PIPE MAY RE REWIRED TO COMPLETE CONSIHUCDW TAN 5 DIMENSIONED IN ME PIANS. 10. MRUST BLOCKS SWLLL BE PLACED ON WATERUNES AT ALL DIRECTION CHANCES. FITTINGS, RENDS, ELBOWS, FIRE HYDRANTS MO CATO VALVES AS SHOWN IN TIE PROTECT PVNS. 11. ALL CONCRETE REWIRED ON MIS PROJECT SHALL SE 4000 PSF (28 DAY) CONCRETE. 12, CONTRACTOR 15 RESPPYSIBLE FOR PROODING WATER NECESSNY FOR DUST AR9TEMEMK, COMPMRON, ETC. 13. WE CONTRACTOR SHALL BE REOONSIBLE FOR SECURING SOURCES FOR CRMUWi DATE ATS, WATER. WASTE SMS. AND ANY DRUM MATERMS SOURCES M REQUIRED FOR PROJECT COMPLETION, 14. ANY WORK DONE WITHIN A MOUC RIGNT-OF-WAY STALL BE OCORDINITED WIW ME APPROPRIATE TRANSMAMATON AGENCY IND SMALL MEET PIE flEQUIRFMENIS OF MAT AGENCY AND ME REQUIREMENTS OF MT UGM-OF-WAY ON SPECIAL USE PERMITS. 15. WE CONTRACTOR SMNL COORDINATE ALL LME TAPS AND ANY OWER WORK OR MM'IPUUTON OF ME EXISTING WATER SYSTUJ WITH ME ENGINEER AND ME WATER SYSTEM OWNER/CITY. IS. ON SLOPING MEAS ME CONTRACTOR SWUL TME PRECAUTIONS TO MRTCUE ANY POSSIBLE TO EROSION PROBLEMS IN ME TRENCHES WE TO SRM WATER THAT MIGM =OR DURING OR AFTER CONSTRUCTION M DIRECTED OR APPROVED BY ENGINEER. 17. WE CONTRACTOR SIWL INSTAL MO MNMNN ALL EROSION CONTROL MEASURES M DEEMED IN WE PROTECT PLANS WILL nNAL ACCEPTANCE OF THIS PTOIECT. IB. THE CONTRACTOR IS REWIRED TO TME ALL PRECAUTIONS NECESSARY M INSURE TOUT NO STORM WATER/SEDIMENT AND/OR CONSIMM ON DEBRIS ARE RECUSED FROM ME SITE. ANY RELEASES SHALL 9E CLONED AND MMCATED AT ME CONTRACTOR'S EKPENSE. 19. CONTRACTOR SH4L COORgW3E AL. CONSTRUCTION ACCESS AND RELATED TRAFTC CONTROL WW ME COUNTY. CID', MD STATE ROADWAY DEPARTMENTS. WE ENGINEER SHALL RENEW A.L TRAFFIC CONTROL PLANS. 20. NL GATE VALVES SWLI. BE LOCATED NEAR TO TEES OR CROSSES AND WEIR MSCOUTEO REWCOS IS SHOWN ON WE PROJECT PLMS. 21. CONTRACTOR SHALL PRWOE ALL NECESSARY HMNfS, HARDWARE, LABOR. ETC. TO CONSTRUCT MEMCA1 AND HORIZONTAL BENDS IN PIPE AS NEEDN7 TO MEET WE REQUIRED GRADES, AUGXMFNR AND COVER REOUREMENTS. 22. AL AN REUEASE VALVES SNAIL BE INSLµLM AT WE CREST OF WE VERTICAL OUMATURE OF ME WATER UNE. CONTRACTOR SHLLL REWRD ACTUAL LOCATION OF VALVES ON HELD RECORD DMWKS, 23, WE COMRUCMR BALL COORDINATE WIN ME CITY OF RUBURG AND WITH WE ENGINEER FOR ALL MM INSPECTONS PRIOR TO RACKFLUNG. 24. ME COINNCTOR SHALL COORDINATE ALL INSPECTIONS WITH ME ENGINEER. AT A MINIMUM, NE ENGINEER SHALL DO FORMED TO INSPECT: 1)SMER PRIOR TO BACKRWNG, 2)WATER PRIOR TO GAGKnWNG, 3)STORM SEWER PRIOR TO BICRHLUNG 4)CURB k GOTTEN AND FORMS POOR TO POURING. 5)ROADWAY OWES PRIOR M PAWNG. 8)LSPMALT DURING PAWNS. 25. ALL WATER SMEM COMPONENTS SW1L BE INSTA .. PRESSURE TESTED. AND CHLORINATED PRIOR M COMPLETING MY SOMMAY CONSTRUCTION PER AMA STMDMO 851. 26. CHLORINATION SIAL. BE ANNE BY CONTRACTOR AT ME COMPACTORS EXPENSE. COI TO DISPOSE OF CHLORINATED SOLUTION ACCORDING TO AWMA VANOMO Col. 27. A.L. SEWER S EM COMPONENTS SWLL BE INSTALLED MD NIXO INSPECTIONS DONE AND APPROVED PRIOR M MPHALTNO. IF NECESSARY. ME CONRUCTOR SHAL PAY FOR MIS EXPENSE AS IT 6 CONSIDERED INCIDENTAL TO SEWER CONSTRUCTION. DIG LINE 1-800-342-1585 CALL. 2 BUSINESS MKS IN AOJMCE BEFORE YOU DG. GRACE, OR ENCAVATE FOR ME NMKER OF ME UNDERGROUND MEMBER UTIUTIES. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION I.S.P.W.G 2015 CONSMUCNON ON ANIS PROJECT SWLLL CONFORM TO ME I.S.P.W C. STMDMDS MD CM OF DUPONT STANDARDS 10 IUD - DO IS SHEET 1 OF 9 RETESTS SHEET INDEX SHEET N0. SHEET DESCRIPTION 1 INDEX SHEET 2 12470 WEST 370 SOUTH CONSTRUCTION 3 2400 2470 WEST CONSTRUCTION PLAN 4 ROAD GRADING STORM PLAN 5 SITE PLAN 6 SITE DETAILS 7 INTERIOR UTILITIES 8 INTERIOR DRAINAGE 9 INTERIOR GRADING OWNER/DEVELOPER KARTCHNER LAND MANAGEMENT INC. ATTN: CODY PUZEY 208-529-2116 CIVIL ENGINEER ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 435-755-5121 1c1 -Do4-2 (``'eV. &4 GENERIC NOTES (APPLICABLE 10 AL COWL SHEETS) 1. ALL CONSTRUCTION AND MATEINLS SHVL BE IN ACCORDANCE RATIN THE PROJECT SPECOCAMINS, MWA STANDARDS CRY OF REGION STANOMDS, ISPWC 2015, STATE OF IO AND ANY OTHER APPUCARIE STAMM, ISSUED Of TIE CWARMLING AGENCY. 2COMPACTOR SHALL FIELD WFIFY All DIMENSIONS BEFORE CONSTRUCTION. ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND HELD CONDITIONS SH IMMEDIATELY BE III TO ME ATTENTION OF INE OWNER. 3, CONTRACTOR MALL REPAIR ANO/OR REPIACE MT MEAS AND/OR MATERIALS DAMAGED DUMC CONSTRUCTION. 4. COMPACTOR SRLLL "WAN A11 NIYCEM %WERIT (PUBUC k PRNATE) FROM ALL CONSTRUCTION DORIS, 5. COMPACTOR SHLLL PR OE SMOOTH TMNSIIIUI MOM ALL NEW CONSTRUCTION TO EXISTING CONDITIONS. 6. CONTRACTOR SWLLL PROADE AL NECERSM' AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED HY LOCAL, STATE, MO FEDERAL CODES AND ORDINANCES. 7. CONTRACTOR SHALL REPLACE SI MONUMENTS DAMAGED DURING CONSTRUCTION. 16R MONUMENTS TO BE REPLACED BY A RESUMED. UCENSED LAND SUfi R. 8. DIMENSIONS JbWN ME TO THE CENTER OF THE PIPELINE UNLESS OMERMSE NDTEO. 9. DISTMCM SHOWN ALONG PIPEUNES ME HORIZONTAL MGIANCES AND NOT ACTUAL PIPE LENGTHS. MORE PIPE MAY RE REWIRED TO COMPLETE CONSIHUCDW TAN 5 DIMENSIONED IN ME PIANS. 10. MRUST BLOCKS SWLLL BE PLACED ON WATERUNES AT ALL DIRECTION CHANCES. FITTINGS, RENDS, ELBOWS, FIRE HYDRANTS MO CATO VALVES AS SHOWN IN TIE PROTECT PVNS. 11. ALL CONCRETE REWIRED ON MIS PROJECT SHALL SE 4000 PSF (28 DAY) CONCRETE. 12, CONTRACTOR 15 RESPPYSIBLE FOR PROODING WATER NECESSNY FOR DUST AR9TEMEMK, COMPMRON, ETC. 13. WE CONTRACTOR SHALL BE REOONSIBLE FOR SECURING SOURCES FOR CRMUWi DATE ATS, WATER. WASTE SMS. AND ANY DRUM MATERMS SOURCES M REQUIRED FOR PROJECT COMPLETION, 14. ANY WORK DONE WITHIN A MOUC RIGNT-OF-WAY STALL BE OCORDINITED WIW ME APPROPRIATE TRANSMAMATON AGENCY IND SMALL MEET PIE flEQUIRFMENIS OF MAT AGENCY AND ME REQUIREMENTS OF MT UGM-OF-WAY ON SPECIAL USE PERMITS. 15. WE CONTRACTOR SMNL COORDINATE ALL LME TAPS AND ANY OWER WORK OR MM'IPUUTON OF ME EXISTING WATER SYSTUJ WITH ME ENGINEER AND ME WATER SYSTEM OWNER/CITY. IS. ON SLOPING MEAS ME CONTRACTOR SWUL TME PRECAUTIONS TO MRTCUE ANY POSSIBLE TO EROSION PROBLEMS IN ME TRENCHES WE TO SRM WATER THAT MIGM =OR DURING OR AFTER CONSTRUCTION M DIRECTED OR APPROVED BY ENGINEER. 17. WE CONTRACTOR SIWL INSTAL MO MNMNN ALL EROSION CONTROL MEASURES M DEEMED IN WE PROTECT PLANS WILL nNAL ACCEPTANCE OF THIS PTOIECT. IB. THE CONTRACTOR IS REWIRED TO TME ALL PRECAUTIONS NECESSARY M INSURE TOUT NO STORM WATER/SEDIMENT AND/OR CONSIMM ON DEBRIS ARE RECUSED FROM ME SITE. ANY RELEASES SHALL 9E CLONED AND MMCATED AT ME CONTRACTOR'S EKPENSE. 19. CONTRACTOR SH4L COORgW3E AL. CONSTRUCTION ACCESS AND RELATED TRAFTC CONTROL WW ME COUNTY. CID', MD STATE ROADWAY DEPARTMENTS. WE ENGINEER SHALL RENEW A.L TRAFFIC CONTROL PLANS. 20. NL GATE VALVES SWLI. BE LOCATED NEAR TO TEES OR CROSSES AND WEIR MSCOUTEO REWCOS IS SHOWN ON WE PROJECT PLMS. 21. CONTRACTOR SHALL PRWOE ALL NECESSARY HMNfS, HARDWARE, LABOR. ETC. TO CONSTRUCT MEMCA1 AND HORIZONTAL BENDS IN PIPE AS NEEDN7 TO MEET WE REQUIRED GRADES, AUGXMFNR AND COVER REOUREMENTS. 22. AL AN REUEASE VALVES SNAIL BE INSLµLM AT WE CREST OF WE VERTICAL OUMATURE OF ME WATER UNE. CONTRACTOR SHLLL REWRD ACTUAL LOCATION OF VALVES ON HELD RECORD DMWKS, 23, WE COMRUCMR BALL COORDINATE WIN ME CITY OF RUBURG AND WITH WE ENGINEER FOR ALL MM INSPECTONS PRIOR TO RACKFLUNG. 24. ME COINNCTOR SHALL COORDINATE ALL INSPECTIONS WITH ME ENGINEER. AT A MINIMUM, NE ENGINEER SHALL DO FORMED TO INSPECT: 1)SMER PRIOR TO BACKRWNG, 2)WATER PRIOR TO GAGKnWNG, 3)STORM SEWER PRIOR TO BICRHLUNG 4)CURB k GOTTEN AND FORMS POOR TO POURING. 5)ROADWAY OWES PRIOR M PAWNG. 8)LSPMALT DURING PAWNS. 25. ALL WATER SMEM COMPONENTS SW1L BE INSTA .. PRESSURE TESTED. AND CHLORINATED PRIOR M COMPLETING MY SOMMAY CONSTRUCTION PER AMA STMDMO 851. 26. CHLORINATION SIAL. BE ANNE BY CONTRACTOR AT ME COMPACTORS EXPENSE. COI TO DISPOSE OF CHLORINATED SOLUTION ACCORDING TO AWMA VANOMO Col. 27. A.L. SEWER S EM COMPONENTS SWLL BE INSTALLED MD NIXO INSPECTIONS DONE AND APPROVED PRIOR M MPHALTNO. IF NECESSARY. ME CONRUCTOR SHAL PAY FOR MIS EXPENSE AS IT 6 CONSIDERED INCIDENTAL TO SEWER CONSTRUCTION. DIG LINE 1-800-342-1585 CALL. 2 BUSINESS MKS IN AOJMCE BEFORE YOU DG. GRACE, OR ENCAVATE FOR ME NMKER OF ME UNDERGROUND MEMBER UTIUTIES. IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION I.S.P.W.G 2015 CONSMUCNON ON ANIS PROJECT SWLLL CONFORM TO ME I.S.P.W C. STMDMDS MD CM OF DUPONT STANDARDS 10 IUD - DO IS SHEET 1 OF 9 RETESTS 5 �4-- T 27' 19.5' '�`Ii��IMNn/i w�iJ.Simn✓.:n.n.nv»�. r�w�<c.<w�a USE 12- GRAN M WRINA, UL AND UP SI :gt� Po'fiKY AT13 W LEGEND 0129+44 Y15 W/ ¢ .ROLLER CURB _ _ PROPERTY BOUMANY NA ME O> SIOLWAIR 2470 WEST/370 SOUTH CONSTRUCTION e e M � 9"LH{p G PAs NoaOY — Is eem m—f ENISTINO STORM UNE/CB 5 ++ N�4 PROPOSED PWSOR36 SANITARY e v.E r...—� 5VAER NNE AS NOTED —�e.mm NEW SEORM UNE/CB 12' GRI WR PROPOSED a PVC SON 35 SEWER PROPOSED LAIFAK (5-2.0x mx) i NEW STNDAWEF LIOHi-PER STANDARDS \RIME E a sg N I 1 gip: - W I - "I.,.4I.,.- rss Ma >{F 9 I € TOWNHOMES . a TO BE CONSiftUCLEO WITH a 0. I g Z w -- o FlnbM1 I New FH l I�p Ex fH a F d . 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OVRB 2400 WEST CONSTRUCTION WA T➢E C) SIDEWAII( S V/ a+-.- UU 2'GUVR WRROW C 011 SCALE: 1'-W' (24%36 PVN SET) SCALE: 1'= 6.33'_VERTIG X 64 s'. 63 61. g 61 g 69 a 59 56 59 51 55 SHEET 3 OF 8 SHIOM LEGEND Or PROPERTY B0UN0'S" [ e vc suis—� MSTNO PK SA BART SE LINE AS N01ED le [ Me � EXISTING STORM UNE/CB ersc ReiSEMER PROPOSED PW S0R35 SANITARY ONE AS NOTED —I'Mm —f NEW STORM UNE/CB PROPOSED e' PW SOR W SEMER OI NEW STREET t1CNT-PER CIT! STREET W LATERA (S-2.0% min) EtaASSTING WATER UNE -SIE .1 ` NEW ASPH^Li \DINt / rjf 15i[ �r a e aIUIu ¢4P O e D aau 'Pla PROPOSED 01 CIASS SO WATER ONE AS NOTED-(WAT[AWR BRAND HYOR.T) - -- PRONSN CONCRETE W( I PROPOSED 1' SEANCE PER Neenah R -W67 or equivalent grates required towns. a7 0 y[ \d 2 U IWAG SO -401 n all cath .T R,! 4 A'ACX6R X 64 s'. 63 61. g 61 g 69 a 59 56 59 51 55 SHEET 3 OF 8 SHIOM ,11 �l-,_ �III.1 I;.,I.FiE =.r1�1�llli�hlll■il���l�ll�iY �CIiIGIa1'l C:+C�ml�r�lEc� �IGI�IdEI��.CI�IC��:.>•!�I����ii:��! �111�0I�In VI�VrVV•Yr �I II E'�VrtVra:I; _ I I�II�V�Y�I I�I�I�w�l �' r 171 14! � � - If�i�1• ,,,._.. ,� 1111 ■ ii " �i������1��,1�����YIIII��N �_ -!1111 I�Vr!Y_Li�■�♦_�� �_ �.� �L'IIIG_' Goff - � X1111- i X11 'I:!hi�IItII�Illilihl bill N!19Iis!B O mm!■!!� l�ll�lMI lm11011 e �EIC �— I C s C lid I rl !, i. X 64 s'. 63 61. g 61 g 69 a 59 56 59 51 55 SHEET 3 OF 8 SHIOM SUMMERFIELD SUBDIVISION DIVISION NO.7 ROAD GRADING/STORM PLAN 000 wee SCALE: 1'=50' (24%36 PUN SET) m i i 3 a m o & S SHEET 4 OF 9 S"m LEGEND PROPERTY BOUNDARY M EASPNC PVC SANITARY - Se mCL� SEVER UNE AS NOTED PROPOSED PK SOR35 SARTARY qIY STANGPROSHZ-PER g R UNE AS NOTED PROPMED 4' PVC SDR M SEVER _ LATERAL (S=20S .1) ENSRNG WAM UNE-SZE -[e o unn AS SHOM e o ruG PRCPOSID N CLASS SO WA" UNE AS NOTED -(.A R0KJR BRAND HMRANT) PROPOSED I' %RNCE PEA m i i 3 a m o & S SHEET 4 OF 9 S"m ExlmxG MRM UNE/CB NEW MRM EINE/C8 qIY STANGPROSHZ-PER E W ASPHALASPHALT�y5\DINL NEW f .. _ ... ...... PRGPOSED CBNCRM Neenah R-3067 or equimlenl 9mto required orY 1(y \ QgNi oll catch EaeinS. YAfRD m i i 3 a m o & S SHEET 4 OF 9 S"m SITE REFERENCE NOTES Q 2-1/2' ASPHALT ONER PROPERLY PREPARED BASE COURSE. 4 . RACK C NCRETE 5 NIDE SIDEWALK OVER COMPACTED ® BACKFlLL (TYPICAL UNLESS ORIERNISE NOM) ® THICKENED EDGE 0' Si ADJACENT TO KL PARKING AREAS Q Y INFLOW CURBING ® 2' CURTI CURHiNG ® PANTED PARKING LOT BERING. Q HANDICAP ACCESS RAMP ® 8' RACK C0KRETE SIDEWALK OVER COMPACTED FILL ® ]' X II• CONCRETE OUMPSTER PAD SURROUNDED BY 6' HIGH BACK CURBING ART FENCE OR TOP C) 3' CROSS -DRAIN 0 LANDSCARNG Qi CURB ENDING Q 18' RIBBON CURB Q STOP SIGN a RAMP QQ MAIBOX CLUSTER b CURBING TRANSUMON 0 24' CONCRETE STRIP Q CURB CUT I I I I I I I I I I I I I I I i SUMMERFIELD SUBDIVISION DIVISION NO.7 SITE PLAN 0 40 80 SCALE-. 1'=40 (24X36 PUN SET) Tulare lots �eho IN, referents I 84 83 82 81 80 35 36 37 38 39 �. _— .. .. _.. 2470 VEST STREBP I I Nture kANIIIh., for reW.— sNUMH, w Of Footage Acreage f Total Total Nw ASKI. IUH6 100. T IOin Nw 12J 690 4.73 atal Im e u ArRIM 2.11 w a nEzNeo 11 39.Q Number a 2B9 1 aw LEGEND - - — PROPERTY BOURGANr NEW ]• 01 CURB - - - NEW 2• I1 CURB _- SETBACK LINE NEWSHIM IMJR-PER # STANDARDS CRY 4� ICO P NEW ASPHALT`k (^� PROPOSED CONCRETE IB92BEL 7y PRNATE A'ACNLT4N COMMON AREA als SHEET 5 DF 9 SHEETS 1"R ,4" CONCRETE SIDEWALK —r y6.. #-. OMPA6TEDo BASE z-1/2' ASPHXT R1 2" ry 6" SIDEWALK WITH THICKENED EDGE L I R -1 - FEES 1/2' 3 I/2• BASE R=1/2' NOTES: OA GRADE AND NIGNUENT TO BE ESTPHLISHEU OR AWROVEO BY ME ENGINEER AND TIE PUBLIC AGENCY WHO JURISOKTKN. O SPECIFIED -INPHO CH CWAPA D EM O 3/4 IWH NNUS CO PAC1FOHl0 EsCEEO 95S OEE sn.CusO PRO E TWO UNDER © 1/2 -INCH PRFrORMEO IXANECON JOINT SATE104- (MSNTO M 21]) AT TERNIWL POINTS OF .1. OD CONTINUOUS PLACEMENT PREFERRED. SCENE INIEMNS 10 -FEET MINIMUM SPACING (8-TTET W/SIGEW.ILC). O SUMRALS mu CCNSIRUGTON IN CON%LWCE TOM meve; EPECIBGTg1s. © O.LKRLL AS PER YCTON-TOB © SECURE WGHT-OF-WAY FENIAN BEFORE BEGINNING CONSIRUCKNI IN PUBLIC RIGHT OE -WAY. Q SIPNIAND CURB TO BE USED ON: I. ..RAR. ARTENAL SIREE1s. UNLESS OTi EMNSE MgGTMi. 2. NL SUN an 5 -FEEL FA CH ONO Bur 2 -FEEL TRANWON TD ROLL CUM. ]. TO LU1CH EMImNG CURBS, 4. SEE s0 -70e MR CURB GONSIRUCIIaN MEN SOERALK IS INCLUDE. 6" CURB & GUTTER DETAIL NOT TO SCALE 2-1/2' ASPIWI PIM9NI% PAVEMENT 3-1/2' OF 1- AGGREGATE BASE II 1(3' N NUS AGGTtEfATE) co D JO 9'VR SrANOM PR TOR`�� PARKING PAVEMENT SECTION NOT To s AIF SUMMERFIELD SUBDIVISION DIVISION NO.7 SITE DETAILS t-4 3' transition edge of asphalt PLAN top off curb) / I—} 3' transition PROFILE CURB & GUTTER ENDINGS NOT TO SCALL N. 4,000 PEA 1^ CONCRETE ASPHALT 1/2'x12^ Slip Dowels & 1/4' Expansion Joint Materials. 20'-0' O.C. 3' CROSS -DRAIN DETAIL NOT TO KAU Rd' R-1/2' .. 1 BITTER fl_3 /1 /2• 0_lr_ D 03 1. 2e RASE 6" CURB & GUTTER OUTFLOW DETAIL NOT TO SCALE WBBON CURE NO STAND& TBC 5' taper I CURBING TRANSITION 1 e' 2A ° Landscaping m' a' ... G Asphalt .O a' /4 pr 24"' RIBBON CURBING NOT TO SCALE 5' transition to standard TBC te^ 21 ae Landsaoping6' °... m .0 + /4 Mr 18 RIBBON CURBING NOT TO SCALE 5' transition to standard TBC Asphalt 9 0 L SHEET 6 OF 0 SHSST3 SUMMERFIELD SUBDIVISION DIVISION NO.7 INTERIOR UTILITIES 0 SQ 100 SCALE: 1'=W' (24—)(]8 Pl V SET) SCALE: "=8.33'_VERSCAE LEGEND PROPS EOUNO 8' PJC I =0.4R Emsaw PVC SAXITARY SEVER LINE AS NOTED �s [ .w �f EXISTING STORM ZINE/CB PRCPOWO PW SDR35 SANITARY 5E\\ER LINE AS NOTED _nam HEW STORM LINE/CB —"" PROPOSED a PVC SDR W SEWER * NEW STRER EIGHT -PFA CRY STMOARDS LATERAL (S-2OR min)CAO 55\DINT [ AS AIOWN140 ATER UNE -WE XFX ASPWLL ap0`¢IA6�\�S'i�F{�g/Fq'C P 221 LF B' PVC 5=0 92R PRq'05£O DI CLASS SO WATER LINE AS - - PROPOSEO CONCRETEiQ929 NOTED-(WAIEAWR BRAND HMRANT) O f SERMOE PER IWMI` Neenah R-3067 or equrvolent grates required 17_2 PRWOSEO SD n .II catch boslns. SOP 4i<EE \aTj4 -401 � Y4CKCCR Ip - out: . t: 48 .15 IE -out 4858.19 5'eia Rim: 4848.69 IE -out: 4841.61 ilnleh O grade 9+00 8+00 7+00 6+00 O+W ++w 1— .--- MH24 5'dm Rim: 4848.25 IE -in: 4836.15 IE,t: 4836.00 DATUM ELEV 4eas.DD 00 N O C) m's 0 �o 0 A zEt a ti W t3E rAWjO w per y� rc Firl. n lisivei'm SHEET 7 OF 9 SHEETS MH34 4'dia 8' PJC I =0.4R 20] lF 8PJC 5=0.4 —"" """i151 PJC 5-0.5J22 Rim; 4848. B MHJ3 4'dla MH32 Dia 221 LF B' PVC 5=0 92R _ Wim: 9848.5 Rim: 48.56 IE -out: 48 .56 Ip - out: . t: 48 .15 IE -out 4858.19 n u n 9+00 8+00 7+00 6+00 O+W ++w 1— .--- MH24 5'dm Rim: 4848.25 IE -in: 4836.15 IE,t: 4836.00 DATUM ELEV 4eas.DD 00 N O C) m's 0 �o 0 A zEt a ti W t3E rAWjO w per y� rc Firl. n lisivei'm SHEET 7 OF 9 SHEETS Finish _ grade 4850 Onginal ground volume 0 1." - North . ':North pond: 5,708 of 4840 South pond: 7,01E cf DATUM ELEV 4835.00 a a as 0+00 POND CROSS SECTION � I I � I I -----L----I--- I \ 1 I I I � 1x w I SUMMERFIELD SUBDIVISION DIVISION NO.7 INTERIOR DRAINAGE 0 94 80 $GLE: 1'=40' (24%36 P=40' (24X36 PLAN PVN SEt) T99eww�wne.em mmexcevmv9n Vrtannbtp uardy IBF CURVE PER RIXBURG CRT ilmmulVM to. Pe 9rE+ olnum x w:31 o . COMPOSITE O VN.UES swe e wnul Fw+b• r1iR =1 xuury..Iw "Rr wM9+lwc o. slaRpe OMmNm6nl Hao 0.+ar 0~ m RenM4 Isl INM 1 aei R.IR a.91F 1. I I I I I I I I I X. CB ss If Ix• Nm 1>9t -�--_ }J• CieR m: M4e.n I➢9 9-I.ox ]0' CR \ RM: M9]E5 bIB.R1 e. IBN.66 E 5.15 HI6.60 Mim: 1NSYI II S I 12- 0'991-- 0 13' •• J w 10] 1 19' S3 O IR' I PoE: IBt 65 8 1 ]'� Li 19 �_ `-G 868>__ OD35=OeR M551}R 1 ADS s -I OR �1.0� I 11 I ]• a31S I]• fi01f IS - AOs 5-I.aR 1L5 Y0.]SR mvlz' � \ 1 ii 4916 �_; ;_ Sm, A}.R Re � .o.....= IE m III m "Su.i:a Rim 4.1 . Rr E,q^9046 OR no 401 s"" Rim: m47.99 POND IRA: 494666 E: bM91 / le 484}.0 I 19 I II nOm� Oq. rD$s-I.OF I RiM4166 ^... IE 48N.01 i't 1 0] IF S 1 s -1.0x RiIE: I \I� MR44.0 11 Ce I [ 461..1I l 1 I 1 ea4e I II I u -`� 1' I I iDSs Iex a - I g4948.0 - 1 — Pm 104803 f3 I I E. 4014.92 I I u I I u II I SUMMERFIELD SUBDIVISION DIVISION NO.7 INTERIOR DRAINAGE 0 94 80 $GLE: 1'=40' (24%36 P=40' (24X36 PLAN PVN SEt) T99eww�wne.em mmexcevmv9n Vrtannbtp uardy IBF CURVE PER RIXBURG CRT ilmmulVM to. Pe 9rE+ olnum x w:31 o . COMPOSITE O VN.UES swe e wnul Fw+b• r1iR =1 xuury..Iw "Rr wM9+lwc o. slaRpe OMmNm6nl Hao 0.+ar 0~ m RenM4 Isl INM 1 aei R.IR a.91F 1. I I I I I I I I I X. CB ss If Ix• Nm 1>9t -�--_ }J• CieR m: M4e.n I➢9 9-I.ox ]0' CR \ RM: M9]E5 bIB.R1 e. IBN.66 E 5.15 HI6.60 Mim: 1NSYI II S I 12- 0'991-- 0 13' •• J w 10] 1 19' S3 O IR' I PoE: IBt 65 8 1 ]'� Li 19 �_ `-G 868>__ OD35=OeR M551}R 1 ADS s -I OR �1.0� I 11 I ]• a31S I]• fi01f IS - AOs 5-I.aR 1L5 Y0.]SR mvlz' � \ 1 ii 4916 �_; ;_ Sm, A}.R Re � .o.....= IE m III m "Su.i:a Rim 4.1 . Rr E,q^9046 OR no 401 SS R- ioll I I. T-7 415 1 se . , 48 I.: RiIE. 494:.}1 4467 .�Lk LEGEND PROPM OCUN0. UISIING STORM UNE/C9 NEW STORM UNE/CB ------------ ORIGINAL WR CONTOUR (5') ORIGINAL MRS CONTOUR (1') Neenah R-3067 or equivalent grates required on all catch basins. 9 SHEEP 8 OF 9 SNEE73 Nm 1>9t -�--_ Mm wle E 4.]] I IE 18H0Q # II S I 12- 55' m 1 nosDSs-v.ox e mu.Me La s"" POND IRA: 494666 / le 484}.0 -8ag RH nOm� Oq. rD$s-I.OF ¢E1 - RiM4166 ^... IE 48N.01 i't 1 0] IF S 1 s -1.0x RiIE: MR44.0 11 Ce [ 461..1I l Neenah R-3067 or equivalent grates required on all catch basins. 9 SHEEP 8 OF 9 SNEE73