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15-016 Spring St Site Details New Harmony Properties inc9C 0 It - 1 4 1 t '. - - i � " 1 ; , �, , �; , , - . . 4 Ail "A N " � - V , .1 4 ?1 .. 17 � �;. :L tjII Ar ri Z, xv� J, 73N 17 sI, I-( Ir % v 4 -p A, OF I ;J f IL A. A fe 4� 4. mc Wow 1 > L t Wow 4­ ., p %i J­ 7 117 n I T i.v;*.,r, 4 A­­ BOLT TO COOCRETE BLOCK V 4 4 %T P � F wiff OL A K �.h OR AIPPRIM - V ru) OUTSIM AMETER ISTAP 41, MOE Q LE OR FAM 1. J -vfTrAL;E PP"q izon, PVC-SOR 35 EX 4;l r-6 : SCREW CAP ABOVE CONCRETE 8LO0(. X M POSTS., 6 FU545i MGM ;1Z; w URL64 AT 10'O.C. *X T, MI IN PLACE CONOTT BLOCK FOR PIK SUPPORT. t t LANDStAPE'A t ENVIROMMENTAI.... DESt*N MWAM'CRAVEL SACM GtO I W 41Y %U. MIN 1 0VER!LAP AT SW COMMUNITY ',PLANNIN%V T LL ham r r L16 r PEPFORAn PIPE (PEW M" 4 *n4A CAS114A 0102 N P -SCO 3� SWW"T VC Im. 30 + SEVIER SERVICE W1 WARNING F pit IEL. 4 1 3 TAPE ENTIRE MCM 1 1/2' VAX.) 5 2 3 3 4 "A 5 2 is S "VAMET. COM YEXTUMNFOR CANoNtAOJA W IN PLACE C04COM BLOCM &ONG 'I t uw & C LEA "HKC RENCH f TURNO(ff AM 'T SAWARY SERVICT CLEAN'vu KRFORATED MK NO SCALE 1/2 1 1 :a'4 4� 4- 4L AuL. 0 41, 4 SWE 110 CULVERT az m"w RD 2(r TO 15' WIDE 0 STA 1+53.6f 'I Aso f 4A 2 0 + IF7 - Z W. 91 PAID CWVI� SU 0+2M go I r PIPE 20 PIPE rK SL u — — — — — — SWALE SLw1% . 4 AD HP 97.70 all COWR DIOVEWAY VT" 5 w mw A uasw w BIT'. CONIC. PAVED A" END OF - Rw 96.50 - 93 12 RCP W OUT OF Wft ',A + + — RD#)* EXISI'M SIDENALK FOP, NEW DRIVEWAY A" 0 wt fm )USE I 5.67% T ug + EX19M CITY SIDEWIOX TO 3M UNDISTURBED Lot VE" TRtANS" TO MEET 4"N FLUSH SIDEWALK PA .62 TAPER MIT, 0M 4 Wo, 0*(X 0 11 961 NOW Bib NEW BITUMRMS CONCRETE BERM CURB CIRCLE TO MATCH EXVING CURBING 0 SPRING, STREET wp utuuw%: I"P TY-n 3) E �Eg OF 10DRITHAMPTON REOUIREMENTS wW BIT U11TM CONCRETE E)IS 0 pr r v pr FOR NEW DRIVEWAY APRON a jr 1% A Lm U PAVED DRIVEWAY APRON L 1/2 V -0 jo 1/8 Typt t-1 W. tak. LL111 /4 TW 2* BWER COURSE 4t 4k' BASE M 1.030 TYPE V SEC. 405 NATIVE SOILS. F UfMITAM SOILS 'ME FOM, EXCIIWATE AS REOURED MC FEKKE WITH MVEL BORROW SPEC'S TYPE WR PAVEMD NO SCALE I Alff SEWER IRT DEPTH 5' - 4 12 L ., *A% 4 MOW r S Et OtAvEl M 1,030 TM SM. 4m j. - 40K Ms. F LWSWA&E Sms Pm iW FOU10, 1)(CAVATE AS REOUIRED Ift REPLACE WH GRAVEL 90" W TWO Ow "it SKC 'S TYPE IV. RE%1IREMENTS or 107ROPTON F 4� :;4 WKWAT i� SECROR 1/4 4V SHALL BE SEEDED OR RANTED IN ACCORDANCE VRTH USDA NRCS GUIDELINES OR EOUIVALENT. 6. STOCKING ADDMONAL MATEWS: A STOCK OF AlDOOM EROSION CONI VATEWS SIVtL BE 000I XVMAKE ON THE SITE FOR EMERGENCY REPAIRS AND TEMPORARY MEASURES. STOCK SHALL BE REPLENISHM W"EN DECREkED TO WX OF THE NUMBERS BELOW. STOCK %4ALL 04CLUDE: HAY BAI-ES-10 (COVEl TO BE KEPT MY) m OAK STAKES-10 SILT F - .2-50 WA Ffft DATE.- SEPTEMBER 14o III" REV: 01EV: 12/8/" REV: ot it EROS104 AND SEDIMENT COhrM0L NOIES 'Id A. GEN:RAL SENOENCE OF WORK: 1. STAKEOIII AND REVIEW OF SEDIMENT BARRIER W WOW LIMIT LOCATIONS. -.AI L� 16w 2. SEDIMENT BARRIER INSTALLATION. 3. EXECUTION AND COMPLE'TION OF SITE WOW. . 4. STABILIZATION OF SITE AND REMOVAL OF EROSION CIONTROLS. 3FICATIOWS: B. PROCEDURES & SPEC amw1uni VA 1. PRECONSTRUCTFON WTIFICATIONS AM MEETINGS: NO WM SHI OE PERMW WffHIN W FW OF ANY WRIMID i AREA UNTIL ANY NOW011ON AND MEETING REOU`IREMENTS OF THE ORDER OF CONDITIONS HAVE BEEN COMPLETED. I­ tl $.0 I 41� Lk& 2. SILT FENCE AND OLEARNG BEFUZE 00 CLEI OR IRSTkU" OF SILT FENCE, LOCATIM Of SILT FENCE 0 SAM 11rrRW AND CLEARING LIMIT SHALL BE STAKED/FLAGM IN Ttf FIELD FOR REM AND APPROVAL 91 THE DIIMEWAL e , SUPERVISOR OR THEIR REPRESENTATIVE- TO FACILITATE SILT FENCE INSTALLATION, THE TRENCH WY BE CUT BY ML 413-N6-W MACHIN PROMED ALL OTHER GRO(M COVER IS LEFT INTACT UNTIL AFTER INSTALLATION. NO DCAVATION. GRADW, I FILLING OR REMOVAL OF VEGETATIVE GROUIND COVER SKkL BE PERFORMED WITHIN 100 FEET OF ANY WETLAND AREA UNTIL SILT FENCES DOWNSLOPE OF THE PROPOSED WOW HAVE BUN INSTAILLED AS PER THE DRAWINGS AND HAVE BEEN INSPECTED F RE0LnRED .04 THE ORDER OF CONDITIONS. 3. SILT FENCE SHALL SERVE AS THE LUT OF WORK FOR YHIS PRWCTI. NO MmUliom, mupolm ISM, STOCKPILES, RDAOVAL OF VEGETATION, OR OTHER ALTMTION SMALL BE KRMITTED ON THE WMAND SIDE OF THE J' r 'It i-r SILT FENCE/CLEARING LIMIT WITHOUT THE APPROVAL OF THE NORTIOMPTION CONSERVATION COMMISSION. J 4. TEMPOWY KNOT CONTROLS: AS SITE G'KAW SES, TWORARY ERO" CWROL MDOk't %5ALL BE INSTALLED, MAINTAINED AND REMOVED AS NECESSARY TO PREVENT EROSION ACCLMULATIONS OF WNOFF OR SEDIMENT lIIIsl, .46� DISCHARGE UNTIL FINAL GRADE AND COVER ARE ESTABLISHED. 5. SITE STABILIZA'nON: ON OOMPLETIM OF LGAW AND FINISH GFAW ON AW POM OF THE SITE., W AID SW: AS NMED BLOCK FOR PIK SUPPORT. t t LANDStAPE'A t ENVIROMMENTAI.... DESt*N MWAM'CRAVEL SACM GtO I W 41Y %U. MIN 1 0VER!LAP AT SW COMMUNITY ',PLANNIN%V T LL ham r r L16 r PEPFORAn PIPE (PEW M" 4 *n4A CAS114A 0102 N P -SCO 3� SWW"T VC Im. 30 + SEVIER SERVICE W1 WARNING F pit IEL. 4 1 3 TAPE ENTIRE MCM 1 1/2' VAX.) 5 2 3 3 4 "A 5 2 is S "VAMET. COM YEXTUMNFOR CANoNtAOJA W IN PLACE C04COM BLOCM &ONG 'I t uw & C LEA "HKC RENCH f TURNO(ff AM 'T SAWARY SERVICT CLEAN'vu KRFORATED MK NO SCALE 1/2 1 1 :a'4 4� 4- 4L AuL. 0 41, 4 SWE 110 CULVERT az m"w RD 2(r TO 15' WIDE 0 STA 1+53.6f 'I Aso f 4A 2 0 + IF7 - Z W. 91 PAID CWVI� SU 0+2M go I r PIPE 20 PIPE rK SL u — — — — — — SWALE SLw1% . 4 AD HP 97.70 all COWR DIOVEWAY VT" 5 w mw A uasw w BIT'. CONIC. PAVED A" END OF - Rw 96.50 - 93 12 RCP W OUT OF Wft ',A + + — RD#)* EXISI'M SIDENALK FOP, NEW DRIVEWAY A" 0 wt fm )USE I 5.67% T ug + EX19M CITY SIDEWIOX TO 3M UNDISTURBED Lot VE" TRtANS" TO MEET 4"N FLUSH SIDEWALK PA .62 TAPER MIT, 0M 4 Wo, 0*(X 0 11 961 NOW Bib NEW BITUMRMS CONCRETE BERM CURB CIRCLE TO MATCH EXVING CURBING 0 SPRING, STREET wp utuuw%: I"P TY-n 3) E �Eg OF 10DRITHAMPTON REOUIREMENTS wW BIT U11TM CONCRETE E)IS 0 pr r v pr FOR NEW DRIVEWAY APRON a jr 1% A Lm U PAVED DRIVEWAY APRON L 1/2 V -0 jo 1/8 Typt t-1 W. tak. LL111 /4 TW 2* BWER COURSE 4t 4k' BASE M 1.030 TYPE V SEC. 405 NATIVE SOILS. F UfMITAM SOILS 'ME FOM, EXCIIWATE AS REOURED MC FEKKE WITH MVEL BORROW SPEC'S TYPE WR PAVEMD NO SCALE I Alff SEWER IRT DEPTH 5' - 4 12 L ., *A% 4 MOW r S Et OtAvEl M 1,030 TM SM. 4m j. - 40K Ms. F LWSWA&E Sms Pm iW FOU10, 1)(CAVATE AS REOUIRED Ift REPLACE WH GRAVEL 90" W TWO Ow "it SKC 'S TYPE IV. RE%1IREMENTS or 107ROPTON F 4� :;4 WKWAT i� SECROR 1/4 4V SHALL BE SEEDED OR RANTED IN ACCORDANCE VRTH USDA NRCS GUIDELINES OR EOUIVALENT. 6. STOCKING ADDMONAL MATEWS: A STOCK OF AlDOOM EROSION CONI VATEWS SIVtL BE 000I XVMAKE ON THE SITE FOR EMERGENCY REPAIRS AND TEMPORARY MEASURES. STOCK SHALL BE REPLENISHM W"EN DECREkED TO WX OF THE NUMBERS BELOW. STOCK %4ALL 04CLUDE: HAY BAI-ES-10 (COVEl TO BE KEPT MY) m OAK STAKES-10 SILT F - .2-50 WA Ffft DATE.- SEPTEMBER 14o III" REV: 01EV: 12/8/" REV: , 4%,4 t IF * 'A l WASHETf 3TONE-2 CUB11C WDS, 3/4 TO 1 1 VWFER UUKM 111"NANCE: ALL MOS101 AND SEDIMENT WIM , I 7. INSPU T MINN I E swa or NMI oe it . UNM GRADIK AM AFTER ALL PAIN STORMS BY THE CONTRACTOR, W SFALL BE KEPT IN FUNCTIONING CONDITION & A. OR CHE DWS *0 IT TWffARY ARM ARE STABILIZED. SEDIMENT SHALL BE REMOVED FROM SILT FENCES CK F o 't A x R ADf t DEPTH. E CRTI I A , oil Checked 41 fs - 0 01 j 4 it fell