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Home My WebLink AboutSW8010815_Approved Plans_20011012N / / REVISIONS o / / °' Description tion B SITE / Date P Y Z / (JS >4X. SITE WORK NOTES / 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING LOCATION MAP (NTS) / / / CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. / / 2. CLEARING: CONTRACTOR SHALT REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, / VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC NSF / / TRACT 3 MARIE WILLETS MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. DB 64 PG 4. MUCKING. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL 68/MB U PG 69 / REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. / 5. DISPOSAL: / CLEARED, GRUB BED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE / REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. / 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. / 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE PROPERLY PERMITTED FACILITY AS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL / EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS / / IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE - PRELIMINARY WETLAND LINE / EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF / THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH O APPROPRIATE PERSONNEL P4 11. EXISTING SURVEYING PERFORMED BY McKIM do CREED AND SUPPLIED BY THE OWNER. W / 12, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE / THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR 'QUESTIONS TO THE ENGINEER Z PRIOR TO INSTALLATION. 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CON 0 HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. CONSTRUCT .� 10 / / / 14. ALL T PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER �j A FINAL GRADE. 1-1 �O�• / 15. ALL SERMICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. Z E- 4 METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES / / SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH 0 0 30' MINIMUM VEGETATE[}-- ALt. REQUIREMENTS. / 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING H / BUFFER TO REMAIN � WOODED WORKMANSHIP MAT ERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT 0 TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. / / 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT w --....� ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE / SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. w �'� LIMITS OF DISTURBANCE / / 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS Q•," ,, a.izz / AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. E Q EMENTS. r-, �y CMF \ O-\ So - 3�0, W / / 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A W �'- CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, 4"x4" - `col' 1 � '� \ .. • • .. FF�ef O _ NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR ,� / / a NIGHT REFLECTING. \. /; 0::,, -f•• 20. DUCTILE IRON SHALL BE CLASS 50.-.� z ` �• 1 .... w / 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE Z W to _ STRENGTH OF 3000 PSI A 28 DAYS AIR ENTRAINED. 22 FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR .� .� BY THE OWNER. FURT HER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR. L••� POB 1 1 /2" PINCH �' / -- N 196095.35fi �\ t. CMF\__.._ 261326.8406 4 x4" _ _ �_ : :. ' . : _RAVEL .. �. \ / / CONSTRUCTION SEQUENCE .. \ --A �. ��.` � � :� rt �. � � 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR TBM `eTs �, _ \ EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). �' �. , ,. 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED �j 4 IPF o t 98,: o :... • \ / N� j �• /: " :.� NCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. N �. p` 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING RSFOFS �. S 82°2430 Wv ` �' / =. \ • b' BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. S h/ T O 132.39' "to IPF s NINSTALL-ALL SECONDARY EROSION CONTROL MEASURES A SOON AS POSSIBLE AF1ER BEGIN ING - /1/ ..CONS T 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED ECTED AFTER EACH RAIN. 6 - ' \ SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. 1 � 1g7 - ." _ .,. - .... • SEPTIC FF 50.0' _. .. - � � � LL. 9 4_ ` STORAGE 8. `• ' / � / 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN '� :: / DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS 'REQUIRED TO ALLOW PROPER �s W �1 \ \ ' " '�\ • h� / FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. W 0 `� ♦ \ ---� �% % 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET E"'t / I LE PROTECTION TO ACT �• � _ - ..:: - -.= - OFFICE - � � C AS SILT TRAPS N CG S MONUMENT "WARNING" / : : ` ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM = G DURING CONSTRUCTION. REMOVE N 196077.8657 C : S .� ...•.. : ..:.. �,g ,� W � �� ENTERING STORM DRAIN PIPING. G� • - . -. = - 1�.. `� A� \ •- • , • ." . • •.. • . '-..:. ' • .: - . �. J � � / 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. ^wry E 2261195.6088 - -�• - - as 8 ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE ELEV. 47.00 (NGVD 29 .., , ;- .�\ i- •:: :...••... -.•. � � J DISTURBANCE. SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DIS1U • • - .: ' ..;, ,.. :.: • \ :. . � � tiG,. • .. • • :,. . `- -.• -- . •.. - .. � ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. N AD 83 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. 10. MORE STRINGENT MEASURES MAY B \ GRAVEL E REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN PROVE TO BE LESS EFFECTIVE. 11. REMOVE M ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. �-•� \\\ A - •. �� ,.1 ,) ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO .PROJECT COMPLETION. � S Q : • 0 0 SOIL ROA D MAINTENANCE REQUIREMENTS 50 cb �}+ . . \ •- ,. LAX WIId1ER Lit EARLY SPPIN 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR � SEDIMENT FROM LEAVING st �• / TEMPORARY C��ASSING MAX SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY SEEDING MIXTURE BE REQUIRED. 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND _�/"�OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ( ! 120 ONCE EVERY WEEK. ANY NEEDED REPAIRScd EXISTING TRAIL R Amwai I 'e.pedezo (Kole to I S WILL BE MADE IMMEDIATELY TO MAINTAIN ALL Piedmont and coastal Plain PRACTICES AS DESIGNED. �'� r,' Kaman in Mountolns) SO 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET 6" ABC STONE (NCDOT) 6 �� - � - - - • .� - ontt awwa lelpw ma �n dwaffm of t�arwy Doug tea not to .1 BELOW THE TOP OF THE RISER. 7 GRAVEL WILL BE CLEANED O � - eyaa ,Ar+w #5 NED OR REPLACED WHEN THE O CP SEDIMENT POOL NO LONGER DRAINS PROPERLY. W i~ �• QQ �7 �•l : r \ \ e �~ �_.. / SEEDING DATES: 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BEC�uIES ABOUT Cd Q 19, Monntoln. - Abara sSoo k F.a /s-tto�►1s 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY ` 9 _p / eMo. xioo to Fib. 1 1 °�'� \ : '1 \ .0� '� Pb*+ant - ,L�n. i 1 -LNOj' TO MAINTAIN A BARRIER. O \ N�F CHI wolf, - OM I-AW. is 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING O O� TRACT ') MARIE WILLETS TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, 0 Cd III =1II=1 ♦ \ C SOIL AMENDMENTS DENSE VEGETATIVE COVER. U ' CO NOTE: �♦��3' / - - -' i A ' DB 64 PG 58 Fa.a. Lf) d L twowwwWatto m of ad to" ar �.00(i b/oor� grand agrtovl- PARK G Y VARY \ 4 ..� DB 57 PG 592 tub Irn...cof» and M b/mry 10-To-t°�°h+..t ?' O N MA CONTRA TG U ON FIELD CONDITIONS. ,, � \ \� NCGS MONUMENT COWS MULCH SPRING -SUMMER +� CONTRACTOR SHALL COORDINATE - .. h,. �. vv/OWNER do GEOTECHNICAL N 192177.371 \ \ \ V Z CO z Me u PG 69 PERMANENT GRASSING DETAIL Pq 5 kffs APPLY 1.000 le ACNE S11lAt ANQIdt S1RAw SY TACKING �r'1lM A�IIALT. ^ENGINEER TO DETERMINE t_aR A LNIJVCIi ArtloRnNo 100E A Oaslt lnnit BLADtS SET NEiJilY sTRAt61tr CAN w E 2 2 6 580 74.6 96 0 \ " � �A Mwal ANaIORINs �SEEDING MIXTURE ACTUAL PAVEMENT SECTION. ONAD 83 \ \ , jO GRAVEL PARKING�"E`=' N QJOv� \ \ \ \ \ ,� ,� /A a �- , �\ L1� / MAINTENANCE li�Pml:zo"°"�A ;o -f-) � ® a `� \� / \ '' R.ftL1LMa Lr gfa.�uf b not talq► odaquoa, rtr«aa ra�«allm. and fnwa� tn- cow" SENIUDAGRM w � tzo C3� O a \ \ FN\CH �/ fnaelot«y t�owq aroaton or otbar donfoow ►-. XISTING GRAVEL T° " 0 �c MlN• DRIVEWAY \ \ f \ T SEEDING NOTES PMARY SUMMER GRASSING DET 1. •OE A TEAT � � � �F • {f Rp gy /q \ F4t.5° S F 5 &c S 2c, i i .� _�. � � 4/ APPEARANCE 8 41[T k ' O N A `�'� : � . , � \ � •- / � SEEDING NwIIIXTURE : wE oorNon iENUDftoRAss ONLY oN IsdA1Eo SZIEs MERE n CAalOr LEE- � � a our at 1ooLA,� 6 MI ® \ •, RATE /NZ�ri COME PEST. SLALIUDAGRASS MAY SE NOUCEO IM s b/oo+a e-"1 • -+ �' RS v ` bON WWI ixi 2" - 3~ �, do \ -� ;. \ GEiMUM! MAIET SEEDING DATES Z t �' � \ � IN AE PMIIONT AND MOIJlRA914 A MALL-siELREn SuoAN,oRAss MAY BE APR>< 1 - ,LULY is d _ COARSE AGGREGA �� " SM8AA11E0 AT A RAZE O' SD LB/ACRE. oat@ _ _ SEEDING NOTES SOIL � f MOIMtAM �- WY 13-AUR 1'S r L . APPLY LIE AM FMMR ACOONDINO 70 SM WM OR APPLY ODD b/Sent TEMPORARY GRAVELLED \\ , POARIMr - WY, R. 1 1s GR0M AOMLIM 1»�RE,N $00 b/a n 1o_/o- o �' � , OCASTAL PLAN -APR 1S-ALJQ. is CONSTRUCTIO � • _... ••.. -� � ENTRANCE SOIL AMENDMENTS L�ANSNON \ dCL#It�a NTS FOLLOVI IECOMENDATD 4 Or � 1Esrs OR APPLY ZOVo ISIACE aRouo AarKa�l MULCH YF nIRAL LKEs1alE AND >SO Le/AcaE 10-�-10 tma A�'°DONa+a°iera0GPM SWAM A° oo muml� As MULCH A t AA"CHOR °Na�oR TOOLLAA mac VIM SLAVES SET WANLY SIRAIGNT CAN BE MULCH O - APPLY •N,0o0 ��IIdE _S7RAt AMCIIOIt siRAw 9Y TACKLNC �A1 /1qFIAL7: NETMA 10 F'�SIRIAM FLOrr DmIFCRONo8O - . fa�ia�aR HAND' x PPED x PARKING STD. ALUM. F oR A MIlLCN iOVL. A OM KM RAUB SET NEARLY SMAVa+T CAN BE ♦ '� MAINTENANCE • •. PLM[ ��[ \ U� AS A MULCH ANCIIOtiNO 100E .•' RESERVED HANDICAPPED PARKING SIGN � _ - X . A � TO READ RESERVED PARKING IEiERi M THE FOLOWN AM � sD b/Mo i IMM IE EAT AS 1H � � ��q�•• "�% S MAY BE MOREL► ONLY ONCE A HEAR. 1>1ERE A MEAT APPEARANCE IS j to \ or PARKING WITH IDENTIFICATION SYMBOL. a , _ -,: -•. � wx 00 v BOLT TO WD. POST W/ 3/8" CANDIUM ❑ \ ` MAINTENANCE oEsa�EV� Gar SWWA AND Mow As a�N AS NEEVEa . 0ONp�� art aR toolm + •' PLATED NUTS. BOLTS do WASHERS. -) i 9" x 1'-0" x .t180 SSIGN WOMI LY FOLLOO a END" CR 0*0 DAMAGE _ 1,• 1 r � TD ALUM. ` I - .18 �\�' J` NEF£Irin]2E lF glo/Rl IS NOT FULLY AVEa,A7E NEMEDi, NEFERTaIZE AND Muua1 _ S E A L - FALL -WINTER ; y ...•.: TO READ "MAXIMUM PENALTY i100, \� `.�� } w = 17374 PERMANENT GRASSING DETAIL •• GS 20-37.6". BOLT TO WD. POST \ / 4' \ % . •:•. so " WITH 3/8" CANDIUM PLATED ctb.TEMPORARY FALL GRASSING.e �� ••., • � DET SEEDING MIXTURE .o • • • , �i I 12 NUTS. BOLTS WASHERS. es -torso r�cr� : � : t� r". +►i ° SIlOaRADE Z PRESSURE . " 00 �� \ '� SEEDING MIXTURE /i 'G � RE �►,� rrb/�.� REDO � o. LEGEND AND BORDER - GREEN TREATED 4 x4 POST \ �. Dc a, 110 at-�-�� '� //��/ / / I l 111110 `\ a �►TE.,lflm�Ntl T A by �Oo SWTION rA SYMBOL ON gLuE BACKGROUND INV 40.86 \ R1E BAOUND - VYFIITE FINISHED GRAD ♦ ? (gnoirf) 120 t 25 COtVC�iE1E SZDECONIROL' JOGrNT vo SEEDING DATES i ANN�c PREFDwrtv �.,� \ ♦O�, SEEDING NOTES aMRLAR1f - APRa DATE 10-03-01 \ MOUNTAINS AUGL 15-DES 1S AU UW - OECOMER L a oN MAXIM COMPL PLAN and PZmMONT - A n 1'S-DEC JO OCT 0 4 2001 DESIGN PGT .� M (I H SITE DATA LEGEND SOIL AMENDMENTS r - PENALTY kl T I -I i I- SOIL. APPLY LKLE ALO t>EitTa�t Tn Soa >t oN APPLY aoo0-_5A= b DRAWN JEA �I- r _ _ ; II t, 3/8"{TYP) III ��J (�= i-=1! " TOTAL ACREAGE 43.14 ACRES IRF 32-.. - _ _ EXISTING CONTOUR rain scat wn on APPLY z000 IB ACNE amm Aoacmum =10/9 10110-110 FENMIZ > LOSER w►TE at SANDY soasl AND I)�T� LIMESTONE AND 1,000 LOZACRE 10-10-• o PERrn.IzER. PAD J A 10 0 , e,�s-loco rkwx � - cs 0-37.6 L` ►� ZONING CM & RU � • p M -- PROPOSED SPOT ELEVATION MULCH �•� .�_ � .-1 . � BUILDING 3,000 SF ,�' MULCH SECTION 12" - GRAVEL APPLY a000 b = GRAM S1RA1r 0R pqualtt M DOWN w Now RVABLa - .-) I (= � I i I I VEL fi3,924 SF .... .... � .. , Mum ANCNOIiSINAlr BY APw. r ON Le ACNE SMAX NOW S1RAw ®Y TACN MO VIM4 ASPMT, TAL'JLIINO � A9+lLA1.T, RdY91Q Olt lET1IMli at 8Y i r WL,< '- ' CONCRETE AREA OR A AS A ULMf NC" rocL. A oaStK tmN BLADES SET NEARBY STRAtolfr CAN M � A MUM ANCNORM TOOL A DISK VIM BLADES SET NEARLY SiRAMT DISTURBED AREA 2.49 ACRES ..> .. • .... ,. .. usED As A MULCtt ANCFIORLN�Z BE usm As A Muhl MlftlORnNO TaOL. NI!#i1 CHAIR RAW .:-... -.:: --_ Tocr<. LEGEND AND BORDER -GREEN BACKGROUND - wiiiTE TOTAL IMPERVIOUS AREA 67,866 SF C 1 '-"'""""'""" LIMITS OF DISTURBANCE MAINTENANCE MAINTENANCE OCT 3 001 TYPICAL SIDEWALK AND PROPOSED PARKING 4 SPACES ANt� WHEEL CHAIR RAMP DETAIL TYPICAL HANDICAPPED SIGN PROPOSED CONCRETE 942 SF ♦ inanadabd Tapdnaa „ Lb�aara FEretK.I:E 10 SO ,� at APPLY _�-no- Lw-o NZINOM DETAIL , 60 os nfleoynn N Mash. If R n.e...a,, b coat bayaid Ot FiOMiARY b aN AND 10.:M N4rE1� FABLI A t�4-4-Q► SHEET 1 PROPOSED LANDSCAPING 360 SF FENCE ,u+n.1S, h so b aora Kaba and Kaoa eol Plain) U-4-4 oR 3nmAR RW RMIIUM Avon, FENUUM APPLICAU s Dulmte ANUANT E OF 1 s or Koraano� ) in lab F'ibruary or osfy MaErh. VPM 103ER. As 7MS WNEAW srAND Lr WES 10 DEEM NESM FERtIItiE, AND MUM DAMAGED AREASaAIELY. MOW A HEIaNr OF ZS-J�S HiCFE3 01063