HomeMy WebLinkAboutSW6240903_Plansheet - SCM Detail_20241002 Docusign Envelope ID:4DEC44D0-7D16-41 FF-8C49-B100404B3B53
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10' WIDE ELEV.=438.00
RIP RAP 60=6", MIN /
DEPTH=18"
EMERGENCY SPILLWAY DETAIL /
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DAM EMBANKMENT CONSTRUCTION STANDARDS
_ LAN H LAM (REFER F❑ [Y mpo%cii
~_ TOP OF DAM SPFCIP�{CATI.DNP) CC NTRO_LED-ILL.AS SPECIFIED BY THE GEOTECHNICAL ENGINEER,IN THE DAM EMBAN(",ENT SHALL BE PACE
-� IN 6-1NCF LOOSE LAYERS AND SHALL BE COMPACTE❑TO A DENSITY OF NO LESS THAN 95%OF-HE STANDARD
3 _ T PROCTOR MAXIMUM DENSITY AT A MO SiURE CON-ENT OF—pR-•TWO PERCENTAGE POINTS OF'HE OPTIMUM
MOISTURE CONTENT IN A.CC0RDANCE WITI I ASTM D69&
WSEL DURING T� L= — i- ALL VISIBLF ORC;ANIC.Dr.BRIS SW--4 AS ROOTS AND LIMB$51-AI-I.8F R=MOVM FROM.7H=FILE MAT=RtAI.171OR T
STORM EVENT I— — COMPACTION TO THE REQJIRED DENSITY.SOILS WUH ORGANIC.'MATTER CONTENT EXCEEDING 5%BY WEIGHT
SHAL'_NOT BE US6).STONES GREATER THAN 3-INCH(IN ANY 0IRECTI0NI 5F:ALL I RElMCVED FROM THE FILL
II— — — _ f�—fl—T—fL— — — PRIOR TO COMPACTION. ����11 AT
I— _ — �[— Q Q II-- S. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUIM DENS]TIES OR AT MOISTURE CONTENTS �N�� Ct1 //�
EIMP INLET (PIPE — TT� _ -Q - - - =Q tral
NG TO SPEC 9ED R_QUIR_MENTS STALL BE. .. _. OUTSIDE`HE SPECTF ED RANGES OR OTHHZW SE NOT CONF9RM a � �0OR rLuME) T— _ �aND 80TTpId RFM0VFD AND RI-PI ACFf.1 WITH ACCFPRMP fABI I-MATFRIAI S. YcI II TTTI11� II- "' -0. ANY FILL LAYER THAT IS SMOOTH❑RU7vl ROLLEb TO R E D J C E MOISTURE PFINET RATIO N DURING A STORM EVENT _:Q -.rs1j• 9
�T— — SHAL-BE PROPERLY 5 ARIRED PRIOR TO THE P-ACEMENT F TFE NEXT SOIL L FT.
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5. SURFAOE WATER AND STR AM FLOW SHALL Be CCNTINUOUSL. CONTROLLED THROUGHOUT CONSTRUCTION _ —0 8 _f f W —
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CLASS? A R'P RAP - - - - - - - - - - - - - - - - AND THE PLACEMENT OF CONTROLLED FILL. — • ° —
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PRE-TREAT3AENT 01551PATCR �-•� 6. FOUNDATION AREAS MAY REQLiRE UNDERCUTTING❑ COMPRESSIBE=ANOJOR UNSiTIB.AhP TABLE SOILS IN � • •
ADDITION TO THAT INDICATED ON THE PLANS.A'_L SUC:H JNDERCUTTINC SHALL 3E PERFORMED AT 7HE ��•s
S-►YT E_EV DISCRETION OF THE GEOTECHNICAL ENGINEER AND 5HALL BE MONITORED AND DOCUMENTED.IN NO CASE
SHALL THERE BE AN ATTEMPT TO STABILIZE ANY 10RTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE. •Re°°e.•�<``
TYPICAL BMP CROSS SECTION CURRE�T NOFCOUATS.EARMETCOUNTY,rCDEOANDS CIDOT 7 FONTMANON PREPARATON'L,sR ARtADNPW{PAS USA GROUTINGr)F7UTAI JCpDNCREFE;NETC.)VIAY BE '' 111111```��\``
STAN CARDS,SPECIFICA;BUNS AND 00AILS IN'LACE AT TIM"-CF'LAN RE_-LIRED AT THE DISCRFTON OF-HE CEOTFCI-N CAL ENGINEER-ALL SUCH ACTIVITIES 5HAILL BE CLOSELY 09/05/2024
AI'f ROYAL MONITORED AND DOCLME NTED BY THE GEOTECHNICAL ENGINEER.
8. EARTHWORK COMPACTION WITHIN 3 FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND
-AMP=RS,VANUALLY DIRECTED?CWER TAMPERS OR PLA'E COMPACTORS OR MINIATLRE SEL-- PROPELLED
RO�LERS-
9- COMPACTION BY M.CANS OF DROP WF:IGI-.IS FROM A CRANE OR HO151 SI Al I NOT OF PFRMITTED-
1U. HEAVY EQUIPMENT PASSING OVER POND BOTTOM SHA_L BE"IMI-ED TO THE GREATEST EXTENT PRACTICAL TO
AVOID ADVERSELY AFFECIIFNG IN-SITU INF]L'RATION RATES.IF POND BOTTOM IS COMPACTED DURING
CONS'RJCTION,LIGHT EQUIPMEN'SHALL BE USED TO"FLUF"'TOP 12'OF NW.ER LA PRIOR 70 FINAL'ZING.
11. 70 RE-ESTABLISI-VEGETATION AFTER CCNSTRL'CTION,A 2 TO 3 INCH LAYER OF TCYPSCIL SHALL BE PLACED CN
THE DISTURBED EMBAVKMEyT SJRFACE AND-HE AREA SEEDED AND MULCI IED OR 11 YD ROSEEDED.IT ES TI I W
CONTRACTOR'S 501 F RFSPONS17II TY_Q FSTA81 LSH FL I VFGFTATION,F VFN IF I-R-QUIRFS SODDING. � J
12. CONTRACTOR 5HALL IN57ALL GEFSF PROTECTION UN-IL ESTABLISHMENT OF PLANT'�NGS IN THE BMP.IF NEEDED. Z J
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\GNLMUy F NC 42 HIGHWAY 09.05.2024: HRW COMMENTS DETAILS
o� pRO� HOLLY SPRINGS, INC
Fv",.8 BUCKHORN TOWNSHIP
W $i HARNETT COUNTY, NC FOR
m 42 MINI STORAGE
D � PROPERTY OWNER/DEVELOPER:
BEFORE YOU DIG! F &S LAND DEVELOPMENT, LLC
CONTACT ONE—CALL CENTER 460 AUSLEY RD HORIZONTAL SCALE: N/A
1-800-632-4949 DATE: 07.28.2024 C4. 5
FUQUAY VARINA, INC 27526 VERTICAL SCALE: N/A
NOTE- This document, in physical or electronic form, discloses subject matter considered confidential to FLEET TEMPLE ENGINEERING, PLLC and on which FLEET TEMPLE ENGINEERING, PLLC has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of FLEET TEMPLE ENGINEERING, PLLC