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HomeMy WebLinkAboutSW7060704_APPROVED PLANS_20060710STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑CURRENT PERMIT I� APPROVED PLANS ❑ HISTORICAL FILE DOC DATE goO(O�i7%U YYYYMMDD 7660 ba SITE 1 PHASE PARCEL 2-At2 PHASE I11 PHASE 91 N PARCEL 2.A 1 + Ir` VIN G. VELLONS & MCIRT PARCEL 2.A-3 1 D.B. 1692. P. 14.9 QIN. I 1'I" GRADY A MACDONALD. INC. � �RIANGLE MEDICAL INVESTMENTS. LV -� WA.LONS CENTRE C P.C. 0, St- 76-D f D.8- 1735. P. 0433PHASE WELLONS CENTRE D 9. 1629, P. 766 64.061t SO. FT. P.0 G. SL 76-D P.C- G, SL. 52-D PARCEL 4 PHASE 1 41 y 1-93t ACRES 74.897* SO. FT. 1 65.302* SQ. FT_ J j PLAT CA13. 0, SL. 336 PLAT CAB. C LSLIIDE 22-C 20 I 12 ZONED C-3 11 z70NE0 C-3 10 20 DA�3S I ZONED C-3 11 21 ZONED C-3 ROCKY RUN�PROPERTIES SVN JO�IJRNAL PUMPING STA,IDNL ^_ � � _� � Z PHASE 0 D.B. 1587, P. 0094 D.B.1546. P. 0188 SM DETAIL 1IY�ASEMENT Ik PLANTING BUFFER PARCEL 2E D.B. 16t5, P.0566 ' ~~ ~~ O) TAB ELECTRIC SUPPLY. INC. WELLONS ��.� 10 CI I P.C. G. SL 22-C P.C. G, SL 44-E ss�- A O 0.8, I"S. P. 0541 �� _ 4l' r Z P.C. G. SL. 44-E ,�� -- 87.120t SO. FT. 60' • R /w 405.15' a C1 38'04'00' 456.37' a 6s• �? 'la 2.00E ACRES r. ZONED C-3 h N 33'30'00" E� ..pJACRE �� TILnx EASE I�y]� flU�� - C>r Q V _ �/ 80.00' �_ 8. 100.00'� I 273.23' n 00.00' 100.00' r I �y r T- 2 M t��i PHASE IVPHASE IV 2 y PHASE I IPHASE IYPHASE IV iiPARCEL 4GFUTURE DEVELOPMENT PARCEL 4B 4D CEL 7'02 PHASE IV 7,000 5Q. F �7.000 SQ.FTI 27FT. 6,600 5Q.PARCEL 4FT N 62� ACRE PARCHL 4H-J �2 _ 29,902 SQ. FT. �0PARCEL 4A +0.62 t ACRE 62 t ACRES 0-E 62 * ACRES w�'0.69 t ACRES I I Z ED C-3 101,7091 SQ. FT.00212.936 Sa- FT. ZONEDC-3 -3� .I *> ZONED C-3 ar4-89 t ACRESy ZONED C-3ZONED C-3 2.33 3i ACRES 1 ZONED C-3 Zi i N N �� g g� 4 J w ZON�D C-3 C + Ila QQpp O j V L 149.E bo 2' 1 � I � PHASE 19 1 L yam, J L, ;J L 1Q4.�' L- --- _ _f____-___---_-- -- � I PARCEL 2F i �.00' S 34-56'46' W S 38 04'00" W 200.00' w 92,002 50. FT. 4 5 33-3'00" W 2.11 ACRES N3 *330'00'E z j ZONED C-3 1� U L__ w A �'�S 38'04 J I' I 9 __ _04' W LO�MeL o W O �i CITY OF pIg s n� NEW BERN o P T N I '� :.38.13-� Py MI� � g 400 SO. FT. -� 0 1' 2(Y o jp� 40 I C 20 00' 1171�rn \ S33-30'00'W �F PHASE IV _ FUTURE DEVELOPMENT o PARCH' 4K-�- N/F 64,735 5Q. FT.CGW�w A \ } CURVE TABLE D.S. t36a P� 803 } ZONED C3 v A t v CURVE LENGTH RADIUS TANGENT CHORD BEARING DELTA ZONED C-3 } ii CI 93,25' 1170.00' 46.65' 93.23' N35-47'00"E 4'34'00' I a 13�0 1 C2 54.87' 1170.00' 27.44' 54.87' N34.50'37"E 2-41'13' U: FUTURE DEVELOPMENT C3 38.38' 1170.00' 19,19' 38.38' N3707'37E 1'52'47' 10' I CGW N/F C4 31.72' 20.00' 20.31' 28.50' H83'30'31'E 90'S3'02. UTILITY EASEMENTS '5 p5• D.B. I368. P. 605 \ C3 18.69' 25-00' 9.81' 18.2fi' S72'27'S8 E 42 SO'00' -� ZONED C-3 C6 231.84' _,0.00' 53.93' 73.33' S38 5-r02`W 265'40'01' \C7 198.51' SD.00' 113.70' 91-54' S19-51'18'W 227-28'32- / S4.Y3534`pr~ I C8 33.33' 50.00' 17.31' 32.71' N2T18'41'W 38'11'28' C9 18.69' 25.00' 9.81' 18.26' N29'37'57'W 42'50'00' CIO 24.85' I200.00' 12.43' 24-85' N34'05'36-E I'11'12' C6 / Ct i 70.79' 1200.00' 35.41' 70.78' N36 22'36`E 3-22'48' C7 FUTURE DEVELOPMENT N/F CGWI. INC. D.S. 1444. P. 242 CERTIFICATE OF APPROVAL O a3 CERTIFICATE OF SURVEY -AND ACCURACY ZONED C-3 I, ROBERT M. CHILES , CERTIFY THAT THIS PLAT WAS DRAWN I HEREBY CERTIFY THAT THE MINOR SUBDIVISION, SHOWN ON THIS ju 0 UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER PLAT, DOES NOT INVOLVE THE CREATION OF NEW FRIGHT STREETS j MY SUPERVISION RECORDED IN BOOK 1368, PACE 0805. OR ANY CHANGE IN EXISTING PUBLIC STREETS, OR RIGHT-OF-WAY DEDICATION, NO ACCESS EASEMENTS, NO UTILITY EXTENSION; AND x 'u THAT THE BOUNDARIES NOT SURVEYED ARE z o I x CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND THAT THE SUBDIVISION SHOWN IS IN ALL RESPECTS IN COMPLIANCE IN BOOK �� PAGE C{[9: THAT THE RATIO OF PREGSION AS WITH THE CITY CODE, AND THAT THEREFORE THIS PLAT HAS BEEN IO W APPROVED BY THE NEW BERN DIRECTOR OF PLANNING AND g CALCULATED IS 1-10,000: THAT THIS PLAT WAS PREFARED IN I INSPECTIONS, SUBJECT TO ITS BEING RECORDED IN THE REGISTER ACCORDANCE WITH G.S. 47-30 AS AMENDED. OF DEEDS OFFICE OF CRAVEN COUNTY WITHIN ONE YEAR OF THE I WITNESS MY ORIGINAL SIGNATURE. REGISTRATION NUMBER AND DATE SHOWN BELOW. 13 SIGHT EASEMENT SEAL THIS _lz _DAY $�rGz' D.. 2003. ta,1�,�`3 t --- R - _- DATE DIRECTOR OF PLANNING AND INrEC�ON5 PROFESSIONAL LAND SURVEY7-- R/W CITY OF NEW BERN i SITE EASEMENT DETAIL c; _ CERTIFICATE OF REVIEW OFFICER r13'i2H1 IBC - t1CUUIt' i' 7131TF RTH CAROUNA, CRAVEN COUNTY yE isy rfO�SC�; '(jai,*3, srtf n .�� - t - �• T( Date IL.f iY�1,4 V Gt�J � l3i ... �, I. # �+ A REVIEW OFFICER OF CRAVEN 1k= 2003-00018;6'i COUNTY, CERTIFY TH TH MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXE MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. li ak ! 70 h J 713 .;,� CERTIFICATE OF PARCEL STATUS- 41 R� 1, R08ERT M. CHILES, CERTIFY THAT THIS SURVEY IS A _ _ E� C11c� T3 <� Excise , COMBINATION / RECOMBINATION OF PARCELS 4H-J A A PORTION DA REVIEW OFFICER OF 4K AND CREATES A REVISION TO A SUBDIVISION OF LAND. WITNESS MY ORIGINAL SIGNATURE. REGISTRATION NUMBER AND SEAL THIS DAY 2003. SITE DATA ACREAGE IN THIS PORTION PHASE IV 8-75t PROFESSIONAL LAND �SURVEYQ9 CERTIFICATE OFF REGISTER OF DEEDS ACREAGE IN RIGHT-OF-WAYS 1.14t NORTH CAROLINA. CRAVEN COUNTY AVERAGE LOT SIZE 41367E SQ.FT. (0.95t AC.) W ;` ,,`' - ` '' •�.� . �r FILED FOR REGISTRATION AT --Am/ O'CLOCK LINEAR FEET IN STREETS UNDER DEVELOPMENT EXISTING a ` THIS � NUMBER OF NEW LOTS (COMMERCIAL) FEET OF STREET 8 ,- DAY OF_pd.��r_KR� _ 2003. ! LINEAR PREVIOUAY H a DEDICATED 512't PLAT CABINET SLIDE 03 DEED BOOK 212If PAGE rr_ BECKY THOMPSON REGISTER OF DEEDS a REGISTER OF DEEDS / W / DEPUTY V' REVISED 12-9-2003: COMBINATION/RECOMBINATION OF PARCELS 4H-J & A PORTION OF 4K; DELETE 10' UTILITY EASEMENT. THIS PLAT WAS PREVIOUSLY RECORDED IN PLAT CABINET G, SLIDE 171-G do DEED BOOK 2067, PAGE 1047. i1t 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. A • CONTROL MONUMENT O ■ UNMONUMENTEO POINT • - NEW IRON PIPE EIP + EXISTING IRON PIPE N/F . NOW OR FORMERLY R/W + RIGHT OF WAY M.B.L. • MINIMUM BUILDING LINE O It POSTAL ENUMERATIONS - - - ■ PREVIOUS LOT LINES VICINITY MAP N.T.S. NOTES: THIS SURVEY CREATES A REVISION TO A SUBDIVISION OF LAND THAT REQUIRES A CERTIFICATION OF APPROVAL FROM THE CITY OF NEW BERN BEFORE THE PLAT IS PRESENTED FOR RECORDATION. FOR DEED REFERENCE SEE: DEED BOOK 1368, PAGE 805; CRAVEN COUNTY REGISTRY. LOT TO BE SERVED BY CITY OF NEW BERN WATER AND SEWER SYSTEMS. ALL LOTS SHALL HAVE A 10' DRAINAGE AND UTILITY EASEMENT ALONG THE FRONT YARD AND A 5' DRAINAGE AND UTILITY EASEMENT ALONG THE SIDE YARD LINES UNLESS OTHERWISE INDICATED ON DRAWINGS. THE OWNERS RESERVES THE RIGHT TO RELOCATE UTILITIES AND RELATED EASEMENTS AS SHOWN HEREON FROM TIME TO 71ME IN ACCORDANCE WITH PLANS SUBMITTED TO AND APPROVED BY THE CITY OF NEW BERN, WHICH APPROVAL SHALL NOT BE WITHHELD UNREASON- ABLY. ALL UTILITIES SHALL BE UNDERGROUND. ALL EASEMENTS ARE DRAINAGE EASEMENTS UNLESS OTHERWISE NOTED. CONSTRUCTION FOR STREETS. SEWERS. WATERLINES, ETC. HAVE BEEN INSTALLED IN ACCORDANCE WITH CITY OF NEW BERN STANDARDS. TREE PLANTING ALONG STREET RIGHT-OF-WAY SHALL BE 40' OC EXCEPT WHERE ADEOUATE TREES EXIST. ZONING CLASSIFICATION - CITY OF NEW BERN - C-3- BUILDING ENVELOPE - MINIMUM: A. 25' B.E. FRONT - UNLESS OTHERWISE SHOWN. B. 10' S.E. SIDE - UNLESS OTHERWISE SHOWN. C. 10' B.E. REAR - UNLESS OTHERWISE SHOWN. MINIMUM LOT WIDTH AT SETBACK SHALL BE 80 FEET. SUBDIVISION CONTROL MONUMENTS INDICATED BY A. . WETLANDS LOCATED IN WELLONS CENTRE WERE MITIGATED PER U.S. CORP OF ENGINEERS, DATED MARCH 2, 1994. ACT ID 199402975- PROPERTY LOCATED IN ZONE C (AREA OF MINIMAL Ft Of1[i1Nrl rw FIRM MAP PANEL NUMBER 370074 6003E DATED MAY 4, 1987.E ' OWNER / DEVELOPER: C.G.W., INC. P.O. BOX 1018 MOREHEAD CITY, NORTH CAROLINA 28557 (252) 726-2131 ENGINEER / SURVEYOR: ROBERT M. CHILES, P.E. ENGINEERS AND CONSULTANTS P.O. BOX 3496 NEW BERN, NORTH CAROLINA 28564-3496 (252) 637-4702 n inn JUL 1 U K;_[� REVISED - RE -RECORDED 11 FINAL PLAN Of PHASE IV, PARCELS 4B THRU 4K WELLONS CENTRE f o r C.G. T1�j., INC. 1-Y of NEW BERN TWNSHP No. 8 CRAVEN CO. NORTH CAROLINA DATE: 12_ 9-2003 ROBERT M. CHILES, P.E. J�)B NO. 96073 ____ ENGINEERS AND CONSULTANTS SALE: - 1" = 100' NEW BERN, NORTH CAROLINA PLAN WIDTH VARIES ELV. 24.00 10' 10' EXISTING GRADE v 21.08 � VEGETATED VWS 21.00 SHELF(TYP) DEPTH 1. RfBAY 1.5 ._-_ 1.5 VARIES ELV. 14.50 1 1 ELV. 14.50 (SEE PLAN) 5:1 �5:1 x 25.3 WET DETEMION POND SECTION I TYPICAL SWALE DETAIL I J \ 3 A�~ �.a. x25.5 �\+ - j x24.9 MAINTENANCE .'* 1 MGM!\ i GCE PLAN '�~•4 �`��� x23.4x23.5 +f" 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR `� �i x24.3 p J STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING �\ NEW - STRUCTTON f DSUNE +++ RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. RB� 25.50 \\ � UMW$ s„ NEEDED REPAIR WILL BE ANY. 21.p0-------'r�`r-r -r-r-�-�- -1-2III FT T1 RC 1111111111 1� f4� x25.5 I I I I I I I t I I I I l I l MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. I I I I I T\ I I I I I I I I I I I •� � 04,1„ f 3 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES I I I I I I �� I I I I I I I I I t ---__ _JBS12 _____ ►1 �1 I j 0.5 FEET DEEP. I I I I I I I I , ------------------- RI _25.OQ-_- _ a 3. ALL SEEDED AREA WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND x2s• r-- f ��` INV. 21.00 104S�CLRD N �,NTAND A MGOROS TDENSE VEGETATIVE CO ER GETATNE PLAN TO-__T`�?x24_7 � I %I\ a > 25.31 II C� 2 .5 .b�T� �. ,•.- �-'�' 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON Ss 1 TOP 23 V�Tstr u> # +� I -, ��+ _ -- 2S� { \ 1.5' WE:R 21.68 x24.2 COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. -- -- -:_� -- 7B` \Iwv.'DUr 21.00 2 '---- _- -��- ``� ��++ -� I 8TA) 14.50 4.2 BC A I I �`++ --- I --- I `� ��� I I r----rr----„-err, I � 9 En 3 EX CB _ '�'�''� L---- --T--_��..,� ..------------- 1 --- I - 12 1 " WOOD 25.25-«-.rI '�+� I I '' +�-'25 -II-- �_* 11 .•.•-�•�.�. .8 a I _ _.._ - SEC'T10N 0 hNV. OUT 20.33 j WETLANDS GENERAL SEEDING NOTE -_ I I T I 1 x 25.1 1 1 1 1 TEMPORARY 1 I ?6 --mac`-- x24.2--f----- ROCK DAM w ! HYDROSEED WETLANDS WITH EMERGENT WETLAND SEED MIX AND° NOS alST. " ! EXIST. 113' RCP WETLAND EDGE SEED MIX FROM JFNEW NURSERY OR APPROVED - '~1 I �c----L--- 1+► ----�- - - �/ I 1 1 - --- x25.2--I-a 1 za.� r � t � r____ � I � I \ � I I 1 1. 'L' IS THE LENGTH OF THE RIPRAP APRON. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD ■ EX' DI 5. LiiT 4 7 EQUIVALENT PER MANUFACTURERS SPECIFICATIONS. I > I _ I _ _ _ - �� ,� \ i r ! 1 L _ _ _ _ TE 24.83 x 5.ts ,� 1 p f---- \-" 2. "d"-1.5 TIMES THE MAXIMUM STONE DIAMETER BE INSTALLED BETWEEN THE RIPRAP AND Lg INV. IN 18. (A EX. DI 1 rI ~__--.� _ F4 TI,R 11ARXINGIBUT' NOT LESS THAN 6'. SOIL FOUNDATION. INV. IN 18.4 GRAT920.25, CONSTRUCTED WETLANDS NOTE f-- - - `� - '- h L __ _ _ __Jj� - -I- - - - - `3. IN A WELL-DEFINED CHANNEL EXTEND THE 5. FOR RIPRAP PROTECTION USE CLASS "B' OUT 18.23 ec I �; �tn11/: - 1+ I 1 1I i APRON UP THE CHANNEL BANKS TO AN EROSION CONTROL STONE. CONSTRUCTED WETLANDS TO BE USED AS A SEDIMENT BASIN L ��----- ` / ELEVATION OF 6' ABOVE THE MAXIMUM APRON TO BE PLACED LEVEL WITH THE TOP 3 a �,~/ DURING CONSTRUCTION AND RETURNED TO ORIGINAL DESIGN---,- TAILWATER DEPTH OR TO THE TOP OF 7HE SURFACE OF RIPRAP AT SAME LEVEL AS �ics SPECIFICATIONS WHEN SITE IS STABILIZED. I -' i. IO I HOOD. 1 �� I `� \ I I I ti FUTURE OFFICE 1 I x25.1 BANK, WHICHEVER IS LESS. SURROUNDING LAND SURFACE - NO OVERFALL f ALA - I a 1 �!" __ RING A: COVER / 1--+.��_�---__-I?g I I x 3 1 1 r---� --- y N j SHOULD EXIST. y - I R 3 I� /i-XB•z - CS 1 x I --_- I II I e 1 I FUTURE PARKING - IN I r (I �d SG I III �iT _-- HOOD 23.98 ► I �- y - J- 1 /��\ 1 I I \ I /i1 WET I OUTLET STABIUZATTON STRUCTURE of I•p jI _ xzs.s 1 7 ---- I I = i _ _ 1 ' iAss �B "ter , D PONDN ON 9 xr D7 J+,� ' x26.9 S INV. IN 20 7 1 � t 1 �+ I�r�'� 1 \ ! S5x ' C " I II 2� BC '5.5 EX. STORM MH yyREN'RQI[V6�VE OUT 20.88 ! 2@ �� 4.56 I I !T /�►..11 \\ 1 1 !'- - DEPTH 2 �iON I x23.a 15 9 RIM 24.51 ' ______�� I-t-__ ._ ~ZF' x2 9EX 'I_-27 _-----a / ! 1 1 ,��, 1 Lam... _ 14-TONS I I `� I6 �, II INV. IN 20.66 (60 R/W 35 B/B PUBLIZ� EX D 24.00 --__ --� I_ ! _ �__-- xz53 I I� D! 11 I CONSTRUCTION SCHEDULE AND MAINTENANCE PLAN f� INV. OUT 20.56 (MATCH IIJV.) RLIIY- ++_ ++- M}j ----7 ~-_•7/ _ / / ♦ 1 --- GRATE 24.80.--J ! I�- _ - r _ / 1 1 CONSTRUCTION SCH EDULE: -- w - w w~ w W w `�r - w •w w ,� -ems N 8.65 / , 1 2 - _ 2S -mmr i W TERLIN�` ++ ++++ {71fP �.�a 23.9y19 x .4 - J f \\ 1 1 _ _ INV. 21.48 - 08 x� / ! ',,. I 7- 4.44 24.25 .16 rl1-�M I O+� �� / ! \ 1 44 18'1RCP�- -1 \x ` 1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. I N �� / / •� 1 001. 1 r_ \ FE5 3 `� + O IXI5r. 18 RCP INLET '~~ M+-I�~++ '�+� ! ` _ \ 1 I �\ --� �INV. 21.00 ?'o 2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS PROTCETIONJ �`� `I� + CLRD CLRD C RD CLRD CLRD 2$--••-- 1 F--- ----y \ C AND ESTABLISH GRADE LIMITS AS NEEDED. I L TNT 24.76 ino 24.32 B.Q 3-eo 23.Bs ,/ �41 ++� �� 1-rr-r-- I I B 7 1 \� ^\� 3. HOLD PRECONSTRUCTION MEETING WITH GRADING CONTRACTOR y4.9a x 24. o '5 S -?t- S 3 S Sx- S S o - 25 CONRO ADMINISTRATOR, PR ENGINEER AN R. I C D RIM 2 .80 pCISk: 8 SAN� SEWER �D 99 F'' r - -_ _ .,`` ••-- 1 - 0 234 -- \\4r�e{sy,� ?b EROSION L ADM NISTRA PROJECT E D OWNER. INV. IN 17.38 7 x24.1 2 4. INSTALL PERMANENT WET DETENTION BASIN AND ROCK DAM. I INV. OUT 17.32 yyM ' ! i 7 ZS x. --j INV. 21.0 DIVERSIONS AND PERIMETER SEDIMENT FENCES AS THE FIRST + I cSS r M 1 " 24. Q 4.24 24.0 4.0 g p� SAN I r • . 20 • � �1C 1 FE RCP \ CONSTRUCTION ACTIVITY PRIOR TO THE INSTALLATION OF ANY FILL 4• __-. "�15 �c 2StirATER 6 ' C ATER EWER SER1nsr ` 0 1$ R 24�4 J 2� J 1 ( �� W-F� \ ____ 5. INSTALL PERMANENT PERIMETER SEDIMENT FENCES AS THE FIRST �' S w NSTRU ON U `- - SERVIC sEwEN ERVICE _ SERVI a" CA9e I \\ CONSTRUCTION ACTIVITY PRIOR TO THE INSTALLATION OF ANY FILL I I w 5 I c L _ DI S .I-2 -� , L ti� `+... 6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND USE mN 5 I o a 25 5 GRATE 23.80 -� !sT:`-,... HM EXISTING ACCESS TO SITE. Vo o EX. MH24.66 2 x 25.6 r x z6 - �cZ5.9_ - _ _ INV. 21.65 x - Sc 90 \- 7. BEGIN TO GRADE THE BUILDING PADS DISTRIBUTING EXCAVATED RIM 24.68 �C ~~ _ Y ` , '•/ MATERIAL. IN THE FILL SECTIONS. 62 IIW. IN 14.34 TC y T1 .eO .87 .39 .35 .40 ,� 9 2S. „ . OUTLET STRUCTURE i�=� _ .70 25.30 -� INV. OUT 14.30 24 8. UPON THE COMPLETION OF FILL SLOPES INSTALL DRAINAGE AS TOP 24.48 2g zs ____ _ ! , INV. OUT 20.31 I BC4 3 --1 �- ''��. I - 5 a..;;: 1 1 ry0 b%�J INDICATED ON PLANS; INSTALL RELATED EROSION CONTROL MEASURES 24.74 1 I \ - 27 < ?A .•:.;rf,,:. j �• AND END -OF -DAY MEASURES: (CLRD ti 25 55 ,EM gp.` \__10 .ka ! / x26. .00 `V-41 0 10 : .10\ \ 1 A. INSTALL PRECAST CATCH BASINS AND STONE INLET AP2a.7s B 1 2o'X50' PORARY I I O EX MH I ;': I I-/ y HM I IM ON THE N OF Bc I I 2 . 19•Op T7A�M 1 ! I i SEDIMENT TRAPS UP E COMPLETION EACH LEG OF PIPE. 25.04 3 GRAVEL. ANCE/1 UCTlO p4' ! r ! _ _ 28.10 \ i •� _ _ INV. OIIT 19.50 � � _. ; ' `:.' :: is i� nt �5 r 9. PERMANENTLY SEED THE SLOPES OF ALL THE PERIMETER FILL I Ia ENT>zwCE/Fxrr !' I I 30 25 - - 1 ' + M I HM i i 1 10. INSTALL RIP RAP OUTLET PROTECTION OUTLET. 25,�� I I� i R4l0 `\ 4`�' / 1 I - O N � ! I kiiI 11. BEGIN AND COMPLETE. ROUGH GRADING OPERATIONS , l cn s� \� '` -�'! I f TC I ��� p1 // I I ;``, I i�I r x 23A1 •�' j 12. BRING BUILDING AND PARKING AREA TO WITHIN 2 OF 'FINAL I I� 1.50 25 .Oa! I I 25.50 " .00 \ / I 9 .r ; I n LM / SUBGRADE, TEMPORARILY SEED THESE AREAS TO PREVENT EROSION ac I I I •� `� _ 6.0 �� �`� I I `~-------- HIM � UNTIL SUCH TIME OWNER IS READY TO PROCEED WrrH FINAL I ��'- ,ass !! �, \\� �. I I 11 i CONSTRUCTION. I I� N + 25 .00 26.2 1 , -- �xzs.4 I d4 I 1 LId \ I i�oo 13. TEMPORARILY SEED ALL DISTURBED AREAS WITH THE EXCEPTION OF 25:92 CLRD x 24.8 2 I !oz AREAS WHICH B I� 24.77 .d7 J \ pRo CE110N 1 I 2j �' r li CONSTRUCTION WILL CON7INur=I "" • c 25.a9 yy lE • NE ( ) "`iZ4.80 II 1� ..-�� ��. `S ?,��, .70 ��\ s.G /i I' - : f:;-., I j '•� a] / 14. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON BC { �•a7 �' I `h"Z� � �i � I � i '1� EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING I �. \ 1 S 0 `\ x 26.6 da C 9 .90 I �` I;°:._'?:c:'^':. INV. 21.00 / COMPLETION OF ANY DISTURBED AREAS WITHIN 15 WORKING DAYS - I ,63 HOOD .. 0 ;' ��� R10 �q 'mac O \ . � ~ OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING I ` I o, 1O� .\ INV. 2 p T&�25.500 �� WET POND r I COMPLETION OF CONSTRUCTION OR DEVELOPMENT. I 4.59 No GB 10 \\ // 1 1 �' �C Rio : E.: HO 15. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY 010 U_ 4M HOLD 24.40 lea _ 25.40+ �` � �.25 25.10 O `-_� _ � ' :,HE i � LRD MIN INV. 21.95 BE REQUIRED BY THE STATE OR OWNER IF DEEMED NECESSARY. 0ac�.i 4.5 t► z B 75 cn X1a / 16. AFTER SIZE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES �2f °r 0 2 s x2s.4 1`-•' ': :7 : ��`��/ FINE GRADE DISTURBED AREAS, AND INSTALL PERMANENT VEGETATION �T `"i O �•'���\ O TAW / ON THE DISTURBED AREAS. mN 'oEX 24 � 00 \ 3 .05: _ �-lay:::. 17. MAINTAIN PERMANENT VEGETATION BY TOP DRESSING WITH 700 LBS .g STJAR I .00 60 \` ,30 '� s' ' , :tf3 ` 16LF 'l 23M PER ACRE OF FERTILIZER EVERY 6 MONTHS UNTIL THE COMPLETION �, 3 �'� �C 25� x24.5 %, W"'•� x25.7 1 24 RCP OF THE PROJECT. IS TC 25.30 .� I :�.10 FEE 28.50 1 82GjeCt' $ 00.54XX 18. WITHIN B OF FINAL GRADE, RE -DISTRIBUTE 6 OF TOP SOIL I I 25.1 `, 1Q N 7`"' 19. FINE GRADE, PERMANENTLY SEED AND MULCH ALL LANDSCAPED I I 3 /� •izo CDr13 20. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEAS I Bcoo 4 a°1 K& 3 90�� ��CC o s 1 42 LLZ x / 2 MEASURES UPON COMPLETION AND STABILIZATION OF PROJECT. I I� MID x 25.s 4 "!24.0 I FLUSH ► :' H000:.• SOq TB 1 IIW..2 .30 / I I / /. SEEDING AND MULCHING SCHEDULE PER ACRE i ►�� N ', I'•"� o �•:"° j'/ I I 25.90 x 25.3 THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION 25 OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. I I �' .16 j DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE z4 so z . I i �-- �� i0 xz .7 ! x .9 USED SHALL BE DETERMINED BY THE ENGINEER. I icy' - \ F0 LIME 2 TONS/AC I BC I Q 1� 1! xWL 24.9 10-10-20..................................1.000 L BS/AC 58 s" \ �! x 24.8 ` .10 2 0-20-0.... .. 500 LBS AC A�iE E ! .1025. STRAW MULCH . ............ .... .2 TONS/AC (AFTER SEEDING) WW R N W 4 25 25 ,� 1! \\� 92 * f xf�i�l• / ASPHALT TACK . ..................... . 200 GAL/TON OF MULCH zs C '` �� \ a $ 95 2 ''' r ' `/ W •.°'* i 'z4s 8g I ! 3 o FFE 28.50 \ C . /. L % TB 25.7 + t�ANUARY-DECEINBER 31 II 0024.83 2 . �� ,� �� \\ 25--� z �„ �Q� -z5 / NGE REQUIREMENTS FOR CONSTRUCTED WE 50l TALL FESCUE x 5 \ \ j• •' / I �" DEWEY BROS CH-BN 2000 HOOD. GRATE I x 23.4 STANDARD 24' CATCH BASIN 3.4 (N.T.S.) =-'-i 00F 1 -/ 1, x 22.0 �1 11B xi 7 CLIP /'•21.2 LF 30" RCP SOO.1817X W/FES TBB21.x 9.1 DO/L �D x1 9.6 x 2222.0 11 9 x`i x � 11p2 x TB,TS j .�+c�1.2 .g22.3 ' TB � / /• �8.3 / 17'X30' CLASS "B" % ST'ONF APRON " x. .� 19.1�x -D HIGH MARSH - HM 0"-6' 3.720 SF CLD �J•1 LOW MARSH -- LM 6'-12" 2,970 SF OPEN WATER - OW > t8" 744 SF / GENERAL NOTES+ -CLASS "AA" CONCRETE TO BE USED. -FORMS TO BE USED FOR CONSTRUCTION OF BOTTOM SLABS. -,ALL MORTAR JOINTS TO BE 1//2• PLUS OR MINUS 1//5". -JUMBO BRICK WILL BE PERMITTED DROP INLETS SHALL BE PROVIDED WITH STEPS V-2' ON CENTER 'B' VULCAN V-5660 FRAME do GRATE U. 5# CENTIPEDE , ` �'' '� \q' �• r5w (6NSTRUCCED WEMANDS WILL TEND TO COLLECT DEBRIS. AND R SHOULD BE 50 PENSACOLA BAHIAGRASS I O se o0 1 , x25.3 REMOVED WHENEVER R AOCWr1UlATES, OR AT LEAST TWICE ANNUALLY 500# FERTILIZER' ! � , > 24 �°j ` WETLANDS SHOULD BE INSPECTED A NU&I.Y AFTER A RAIN EVENT TO ENSURE rzj t I 4000 LIMESTONE I I"(w , x TC yet ,_�,: / THAT THE BASIN Is OPERATING As DESIGNED. A , d 25.66 �� 25. 2b.o a .F40 _ a60 BC I I 00 \\\ /•0 r� .70 !/ AT A MINIMUM. ITEMS THAT SHOULD BE INCLUDED IN THE INSPECTION AND 4 . 4 SLOPES 2:1 I I N \'."00 + x / a 4. AND STEEPER AND WASTE AND BORROW LOCATIONS: I I _ JANUARY 1-'DECEMBER 31 60 CORRECTED � /• CLO(�ING OF THE OUTLET OR TT)0 RAPID A RELEASE 25.3 U6 CLRD y . ; r : �, 24 3 r "" TO EROSION ON 1HE BANKS B II 24.95 - •t t + o p r .s:E,rY.-t:.y •.`iuTyf��, 25 "z' 1• .... r u s i k' i Lam. 7 �c i , a , 70 1 > ,..w x ;. , �,,. 4 OQ WL / EROSION AT THE INLET AND OUTLET IN !11a' F,..,:+:::y31 .i. \. r r.. J , �_�Y''r_. 5 1'di '`. I:. DR�P 111� 5 x•. c 7 TALL FESCUE ��30 .,. .�._ :: r.r.� :, �..:u. ,... :;�._.. .�. ti��: ,�.. � .r�.. x2 ' y. r: SEDIMENT ACCUMULATION NEED ..,.� '' ' : r' • <, : - 3- MULATION AND 11iE FOR REMOVAL . • 1.: , 3 21. ;�„ :�� �•�:._: ,�;,' :ri,,, �„,,, ;�,, ,.,. 24 36 INSIDE DIMENSION °. �:. '�� :.,. , r , -�8 •� C:.- i wa� ..-., .:k f: ,.. y a�.,. X SlON 50 PENSACOLA BAHlAG '.Y- y .� �„ '.�. BASS �� >�. \ .: iL6.1Q.w :. � . . �f.:' 'T" x".'�t.. � �:. � .�. .. rx'.:... kz �. +.. • w / CONDITION OF WAY . gip' �._ -:2; 1�•x:r - w' �' �.' - � . . �, r .!. 7t.C... �: 24.D THE 17,IERGETItr� SPILL AND , 20 50 T EM OR,4R1' _ . i , . !c. ;v, u 1: 2 .1-2 1. I r ss.x .,T. w, �r" '.. Y _ I: B WOODY YEGEG M �� x�' + TiON IN THE EMI><ANIC ENT 0 GR'2A �:CONSTRUCT101+. = 4.. xr N.T.S. 50 FERTILIZER i . 2 M � EX. 111 : • ) ,7,J'^ RIM 25&.M; .�'?qc •f 'J' 'h'.f ",. r.A: 'GI rfia r'h4.4 - 1 4 ,. �. •xJX .i�:� ti� '°Irvb, T r� 25 sK K sr , t, ti h r, a '•'F t CE ID( 1 4000# LIMESTONE . U z4'B� INV. II•In 15.44 �._ - I '''1 +" �^ , � ' +, n T� INV. 0 15.3 II SO 1 CB 6 I CB t3+n+� . 4 . 24 / O� / 0 4O' b0' 12d 07 i 28 II TIC I HOD 25.00 71� 1 5t8.0a T. �..;.; 7 HOLD 24.50 .90 HOD 24.50 ' i ,� T111!!1!1!I TEMPORARY SEEDING a 3 II 25.60 iNV. 22.40 INo 1 N.7 24.70 INV. 21.74 // 24 t / . 25.12 r1.80 INV. 22.12 �� / �� GRAPHIC SCALY t 4D "COOL SEASON": PLANTED BETWEEN 15 AUGUST AND 15 APRIL I 21 OLF 15' RCP 00.13X �228LF 1g 0 1 / / "a < �i REVISED: 07 13 06 NCDENR COMMENTS JJB Bc v' ' 9 I 24 x K ROP O . 9 28LF 18 RCP / / ` �,� / '�� / / )( 120 POUNDS PER ACRE RYE GRAIN (NO RYE GRASS) 0Q 25.03 x25.23 00 1 LD / ti y REVISED: 07/11/06 NEW BERN REGULAT}ONS�(JJB) "WARM SEASON": PLANTED BETWEEN 15 APRIL AND 15 AUGUST = CLRD S o I I r , w TTCC ON UCTLON AIFi�--2 ---- INS C 3 4. 2' 46 / a 9 s REVISED: 07/07/06 FINALIZED DWG FOR DENR)(JJB) 65 POUNDS PER ACRE GERMAN BROWN TOP, OR FOX TAIL MILLET m $ I zs.o +-�_ ���'` --------- �\ IDLE 18' RCP 25.20 x24.8 PROTCETION Hon 24 0 TB'. �r6/ SEAL p% REVISED: 06/30/06 PARKING LOT/DETENTION LAYOUT)(JJB) ?4 01.00 x 24.7 x 24.5 INV. 2t. / 173 . _ - __--- x�3-6----------- x234 X ( ) 1 12324 '1 �� SHEET 3 OF 4 G - *- INV. 22.20 tot wx TwrHHO •ram N.2 �` 5.11 2 r r �- x25.37 B� °' MAX wma� �^ 2aBe� 2.9 �, F,y t� ,�,`',� GRADING, PAVING, UTILITIES &EROSION CONTROL PLAN ,.-I' ALIILIINLN WR ORATE IT RE M Eft 1.6' WIE1T 21.13 BLOCK WALL mw 'I S A OR B. . 4 ' STONE COASTAL 1 1 1 oJ yl, I _j AT CENTER ��r�r a, a�a s a .�:��ti�;. �Sisivila•'�!i�♦i�Aej��!i iA`ii:i1 r• " i ti!!•. r 1 �1 7+ _ • �Y • ir��r a! SRa�R' �iti 'r I►'.►�• a r r I ■��I,.:; 'r°0 .. • ��,..:;: �i:�. , d••� wYsxL.rrA'17frE•�r'� • •fFi •a � ;•. ?, ...:... ....;.: t �, 4 • •"' T - -, 1 ■�t� t Y t,y ,ttt t ! +IN illy: 5.1•i `1L !:�., ��hj �:••a�;•4 �• • •• '• =tr'u=ii=�,=n=:�i' u-`n-ii=n=n=nad�1_fn=r=ii; • REFERENCE:' -_► 4- pr.:YM FW - TIM W/ r MIN. IN a CABINET H, SLIDE 2-G OF THE CRAVEN COUNTY REGISTRY 4: rM CAP CITY OF NEW BERN, TOWNSHIP #8, CRAVEN COUNTY, N.C. +p K m MAO EX. jB ����•}��d��•��j �� •••iG_ifrA'•1♦.r�a�iar• ., - rr i r r„•�. - HOO 25.31 OWNER: CCHC PROPERTIES, LLC c/o FARRIOR & SONS, Inc. INV UT 17-10 0' DP CLAM 110 • � -" =MITE--Lllp=1�I� FILTER FABRICZ IN ADDRESS:P.O. BOX 12248 P.O. BOX 127 ���� r:. �a 'x • • rig-t'.L I. i�ir-uim-� B NC 8• i-VNC 27828 TEMPORARY ROCK DAM DETAIL 4w RETQBtE Roo= em � -401, CUAM WET DETEM ON - aU W CONTROL S"1RlX: ff 2% MAX. GRADE HC PARKING GRADE DETAIL FILTER FABRIC SMALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER. STEEL T+OST SHALL BE 3'-Or MNE]rHT AND BE OF I ANGLE STEEL TYPE. THE SELF -FASTENER SILT FENCE DETAIL MCIENSION OF FABRIC AND WIRE INTO FABRIC BEFORE YOU ...*, (252) 514-6685 (252) 753-2005 North Carolina One -Call Center, Inc. Call 48 Hours Before You DICK B ENG REERING LAND n and �SMVEYING DESIGNED: JSJ APPROVED: JSJ 1--800-632-'4949 /T1 AND PLANNIIYG DRAWN: JJB DATE: 06/08/06 1015 CONFERENCE DRIVE RE NVILLE NC, 27858 (252) 756-1390 CHECKED: MWB/JSJ SCALE: 1" = 40' CAD FILE: DRAWINGS/06-114/CCHC SITE 7-••16-06 FILE: 06-114 FB 394, PG 44 C&G: FILE: 06-114 RECEI�E� D� V60� maP 3 pox Aga CALVIN G. WELLONS, INC DB ',1444. PG 242 x 24.9 �N + 1 x 25.5 � 5.5 1 1 � I % W. IN 18.$S W. IN 18.4%j OUT 18.23 I N 34'50'37" E R1170.00' 54.87' (CH) N 33'30'00' E 5.15' OUTLET STRUCTURE R_ TOP 24.48 INV. OUT 20.31 �• • `" 25.49 SBENCHMARK BC TOP OF BONNE7T BOLT OVER MAIN PUMP CONNECTION ON DL F1H NLGVD 21 20 + dg mom? •5 Sl a I I 1 t I I t I t I t I I I I I FXH31- BC 25.29 25.B7_�/1 x 23.4 23.4 1 Q xB9.1 B8 t8 x19.6 CLD 22.0 00 • TB TWIN RIVERS MALL DB 1583, PG 343 LEGEND EIP = EXISTING IRON PIPE SIP - SET IRON PIPE MH = MANHOLE MBL = MINIMUM BUILDING LINE R/W = RIGHT-OF-WAY PP = POWER POLE INV = INVERT CB = CATCH BASIN FES = FLARED END SECTION TC = TOP OF CURB TB = TOP OF BANK C/L - CENTERLINE RCP = REINFORCED CONC. PIPE TRANS = TRANSFORMER FH = FIRE HYDRANT BV - BALL VALVE GV = GATE VALVE FFE = FINISHED FLOOR ELEVATION LP = LIGHT POLE B/B = BACK OF CURB TO BACK OF CURB R = RADIUS CH = CHORD TPED = TELEPHONE PEDESTAL TVPED = TELEVISION PEDESTAL CO = CLEANOUT EBOX = ELECTRIC METER BOX WV = WATER VALVE CLD = CENTERLINE OF DITCH EIS = EXISTING IRON STAKE du�TB. TB.8 STORMWATER 25.3I I CLRD t I I x 25.3 TO 24.95 xflI +\4.3 x 24.8 CLEAN OUT�D CH , 24.6�2S lD.�M26.0 1 ' \\ I SELECT BACKFIU.i `AND FILL Wnl-T., �y _- ! /; x 21. TB p / APPROVE . 01/ RFCFivRD IX, J 24.8B RIM 25 00 f II \\ ! `t NaRTii CAROLI�IA ENVI �-NTAL B INV. Iw 15.44 I II I + I �� rf ! / / / MANAGEMENT COMMISSION Q m y INV. O 15.38 II + + �`�- 1 / DIVISION OF WATER QUALITY JUL 18 2006 � II J BCC i i + NEWWOODS E L I �r.�W,r-,ry 2 .2 / D DWQ (n 25.03 xCLS.R-D3 50 +� �" . • ' . `�- 25 --� 4• '� ' 2 �� .SfOf11}wPBfliMiNO+�rV vwfl/i� r0 m g II + - ` _____- N 56'3000y W 568.91 B. ��� 4 # W . I +xti26.0 `- +� 2¢ - * vpfff TB x 24.7 x 24.8 x 24.5 p�� N - �~ - - -'2 =--- x23..6 ------ x23.� C_3� TB�x 69.2 ~�~ i p C.i 1 1,,25.37 BC 'r�� `•� -, �/ 24.8 C2, WELLONS CENTRE r LD CLRD oPHASE N REVISED: 06/30/06 (PARKING LOT/DETENTION LAYOUT)(JJB) w II PLAT CAB. G. SUDE 178-G SHEET INDEX SHEET of 4 � II DB 2128, PG 713 EXISTING CONDITIONS CLEARING & DEMOLITION PLAN � I { SHEET 1 OF 4 - EXISTING CONDITIONS & DEMOLITION PLAN rrrun slruri� SHEET 2 OF 4 -- SITE AND STAKING PLAN `��A Ro'�''i COASTAL CAROLI NA SHEET 3 OF 4 - GRADING, PAVING & EROSION CONTROL PLAN HEALTH CARE I SHEET 4 OF 4 - LANDSCAPING PLAN =��°� °�' p - a IX. a SEA 2 WELLONS CENTRE, PHASE IV, V. _ -�... X. 25.31 _ _5 INV. LIT 19.10 _ y,,, �A 3` C , SLIDE 178-G AND PLAT 311:REFERENCE: PLAT CABINET G '�. `' „ill {t„ 1%, q��` CABINET H, SLIDE 2-G OF THE CRAVEN COUNTY REGISTRY BEFORE YOU DIG..... j North Carolina One --Call CEnter, Inc. Call 48 Hours Before You Dig! 1-800-632-4949 I a FILE: 06-114 CAD FILE: DRAWINGS/06-114/CCHC SITE FB 394, PG 44 C&G FILE: 06-114 w RECEIVED JUL 1.6 2006 DWQ PROD # (na p y 6tx /C96 a o�oq jw7 1 I ( 4K } �_ SITE DATA x 25.3 r~� 3 I ,--.--- TOTAL AREA . . . . LVI. . . . . . . . . . 9.420 ACRES • M `� CAN G. WELLONS, INC ZONING CLASSIFICATION. . . . . . . . . . . . . . . C-3 DB 1444, PG 242 PROPOSED BUILDING AREA FLOOR) . . 44,429 S.F. �a. / PROPOSED BUILDING AREA �lst 2nd FLOOR) . . . . . . 26,332 S.F. "~ --�-- x25.5 .�_ _ / x24.9 TOTAL FLOOR AREA IN BUILDINGS. 70,761 S.F. x23.4x23.9 �LL77 �, r 4 BUILDING HEIGHT(2 STORY) . . . . . . • . . . . . .33.5' NEWAIAN � �- -7/8" DIA BOLE + 1 . . � � �� �' x24.3 0IMPERVIOUS PARKING AREA .) 58,338 S.F. CARD 3fl"-- - TO FACE OF CURB OR STD ALK ��S 51.56'00" E 294.04' '/ . • . �� �. z t IMPERVIOUS SIDEWALK &PATIO AREA .13,275 S.F. (4r) TO FACE OF BUILDiN � ` NEW \OSCINE _ _ Y TOTAL PROPOSED IMPERVIOUS AREA . . . . . . . .216,042 S.F. " • B• �* CURB OR �DEw F � � z �C-3� �-T-z--`� ��-r-r-T--T--r-�-�----r-r-r"- o• , TOTAL % OF BUILDING LOT COVERAGE 11 I��p I~ I 10' �rsr_ �� x25.5 N0. OF PARKING SPACES REQUIRED. 353 3 WELLONS CENTRE RE , 5.5 373 TE ! 3 PHASE N () I NO. OF PARKING SPACES PROVIDED. . . . . . . . . . . . I a- --� NO. OF HC SPACES REQUIRED . . . . . . . . . . . . . . . . .35 LC9CLRD iv PLAT CAB. G, IdI NO. OF HC SPACES PROVIDED . . . . . . . . . . . . . . . .35 SLIDE 178-G x z5. r -- � I. ,pB 2128 PG 713 r---- I �- S[EEL 25.31 z .5 c I LD_ x2 .7 __ s& LAND USAGE CODE . . . . . . . . . . . . . . . . . . 3.110 o� ROD -- -- r o o I ^--- _ ` _ ( 20' INGRESS �` I . �. gC v cn c II'_ _ _ _ �_ _ __ 3 �1- $ •-.1` , L ,- _ EGRESS AGCE$S I E` x 24.2 3000 PS CONCRETE PLAN $iiYi80j._: 51 � N 2 .4Z N T �� - 1J - � �� ~'r-►-� _-T 't EASEMENT I 3 ~~-- 24 �\ �,w�w.�w I I x24.9 BC 21i_ -+ -��� W e I •� I I ��+ I I �.wwwwwwww 1 I I/y DETENTION }��`w " 26.16 II u, �� . L__ _ ____ i -___ ---- r--__ ��-~�___ �.~I,G�� __ _ _ - I 25 PON�DRAI T f WHEEL STOP DETAIL Iti aoNp1IUD 2525-�'--+•-�� 1 --+-- -- ---_ r -___ _ - 25-----------w .F_T-- t � -� 7 ljl, EMENT (N.%S.) l � I 9M1: IN 20 33 o r�-T-a��� ��� I I i� i !s x25.1 >r I VICINITY MAP �� w✓ 60 r r---- B ___ 3'.1` - x24.2----4------ -_ _J� E 1 i __ _ __-I i 1r / x23.4 12" ' :a d 2sij E?f1�ST• t RCP EXIST. 18" RCP - '-~ =1�k I f ---- `` i __ ��- �` - _--- - \ j j ` L ___- ' a 1 O,�i + t' • . t. �. GENERAL NOTES °c'QRATE124.s3 Is. 5`4.7 , - ; �____ - _- ' ---- � __ ; ; �___- _- ' .16 S INV. A tali W E X. 01 � I I _�- - �" � FITTURi Wfif-1i_1NG � � / � ! ! 1 � 1 O 36" 4 E INV. IN 18. 19 GRATVNOA 8 1 r ,.,r„-� ��-� .`___'1 .OUT 18.23 ec .33 ` t l - `\r^`\�1 jh��I;1i'i1. ALL UTILITIES WILL BE UNDERGROUND. I �� : 20,28 �} I �,-_-, --- '-- `°---- . / t r I`- -- - , ---_� f " I FLUME DETAIL 2. PARKING LOT WILL BE STRIPED IN ACCORDANCE WITH THIS PLAN. 11 3 l ��/ /I ►k __ S 05'43 59 E _ I 1--�r----jai�- I �' _- I ! r 3. WATER &SEWER SERVICES TO BE SCHEDULE 40 PVC. �' I�' to' e� 77.47Q {CH) I I I 1 � FUTURE OFFICE r x22.0 ! I x 25.1 / I / r 4. CONTRACTOR TO NOTIFY ULOCO 48 HOURS PRIOR TO �' � � 11, _- - r L x2 3 CONSTRUCTION. 1-8D0-632-4949 'y do f f /~,26.z -� EX. CB 1 �x L-�., -- I �'I �. 1 �- /rFUTURE PARKING -� I oc / - 1 1 ` I ,i. 5. DUMPSTER PADS SHALL BE ENCLOSED ON THREE SIDES BY A J~G Ii • _ --- ooD 23.�OL7 �_ cn x 26.8 x 26.9 N INY. I! REf ONE 1 I - I I COMPLETE VISUAL SCREEN CONSISTING OF A FENCE, VEGETATION of iM x SOOT B ��-- s3 INV. I�• ----� `� r-� ----� I OR A COMBINATION THEREOF. sc 2 '1 5,5 REI-RQW ORLVE NV G 3.34 _ I I � r' �� I lr-- I 'L�` x 1 ? I ,� EX. STORM MH 2B OEIT 20.88 6. ALL ELEVATIONS ARE RELATIVE TO NATIONAL. GEODETIC VERTICAL DATUM. (1929) \C .15 I II 60' R W 35' B B PURL 26 ~ �T ,2L32 _ _- i / �,rr'� ~� �� + j --_ `_- ` i r / z1 Kee ee RIM 24.51 _ sEEX 27 - ---- r x25.3 i 1 B 7. NITROGEN REDUCTION IS REQUIRED. `� I INV. our .656 ( / 56'30'00 E 270.23' -- EX. 1 _~-_�_`�RL►�L- EXIST. 15 RCI��- �( y H _-_-� �---� - / ! �` `\\ _ _ _ __-_, ' r / / . x19.6 v ..i M ---� J( 8. STORMWATER WET DETENTION PLAN IS REQUIRED. _ - s ��-- �--- w - - ~-~ ,� '� RI 9s - I ~ ,' ,' ��� N ; i ,' r / x 7\0 c o 1 TO 2 _ - -^ - -©CtST'$ WATERLINE - ~- R (n'P 865xAA-J , __-_ ___ IN 9. EROSION CONTROL PLAN IS REQUIRED. -� ^ rR� ,/ ,� , - / 1 / ' �.Ds x W W w W -- •--98 w w w w ----�- w w m- -25 10. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARDOUS N 34 50 37 E7 4.44 4.zs 24.1e I _ M -_ -� ' " Al - _ I AREA AS DETERMINED BY THE DEPT. OF HOUSING AND URBAN R=117000' �' EXIST. 18" RCP NEW CURB 1_� -Hc , I -�-- - x I �� - I +� / t \TB 54.87' (C H) 3 a dt GUTTER M ( )�` �` 2�_ `� - ` _ DEVELOPMENT. ZONE C REF: FIRM 370074 0003 E. CLRD CLRD n an TO CLRD CLRD CLRD / _--- , 2 ` 39 DATED: MAY 4, 19$7. L IN 24,76 24.50 SAW CUT & REMOVE 3.9 H 23.80 3.89 m=� 1 w--wwwwj� R { I / 2.2 / / / CL� GUTTER. REPLACE WITH �110 «.,, n _ ` 4w�wr 1 i--� .1 --- ! 1 ,/ /.3 11. PAVED •AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY I x 4.s0 x24. o >5 s --�- s 66CF EXISTING CURB H � S '�- 5 S ° t3C CL D RIM 2 .80 EXIS. 8 SAri SEWER " HOOD 23.99 5' PAINTED-- �� `� / 6 FLUME " r 84 INV. IN 17.36 CITY OF NEW BERN 36 VALLEY G C Nv. 1 1. 7 r r R05S-- TCHING % x24.4 ! ! EXCEPT FOR THE TOP 6 OF SUBGRADE WHICH SHAD_ BE COMPACTED N 33'30QO E EX. INV. OUT 17.3 sc 1NM YP) x ,• --r r // / TO 100% MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO-"•T99. I 5.15 c ss 4 �i M M P� �_ 2s - ' I x24✓1 12. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO --_--_ 4 za z4.o za.0s i !� 1 rr � SECTION 520 OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. I �' -� 0'M 300.5 n REM 48. ca• . _ / `�' W I ---- / - 2':' '` R�+S' { �' l� - 1 9 D' `y r - 1 N / t ; NEC 250.00' w TR' 0r / N !� r' is 1 9 5 I / cv / 13. BITUMINOUS CONCRETE SURFACE SHALL BE TYPE 1-2 CONFORMING TOA S 56'30 0 E~~-- R�13' ; c R-5 `, �, ` 4 S I a Q 1? 0 10 BUFFERYARD "B GRATE 23.24 -_ i '�-,. SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS. m 5 4-crl �RiNv-otrf�-t:ser- w 25.T t "" _. V a 4.66y' r x 2 . - - _ s 5.9 x 25. 36 FLU. - - FLUME EXIST. 15 RCP ~ _ 14. CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE WITH SECTION 848 EX. MH z pxE5.6 3t3.0' _ -- - - -:: - _RQ -_ RIM 24.68E D. t0. S� OF THE NCDOT STANDARD SPECIFICATIONS. 68 _ INV. IN 14.34 k 20. 15 MBL - 15. GRADING SHALL BE IN ACCORDANCE WITH SECTION 226 "ROADWAY OUTLET STRUCTURE M-- INV out. 14.30 _ m ` _ EXCAVATION" OF THE NCDOT STANDARD SPECIFICATIONS, DATED I INV.. OUT�20.31 f gC I 121�.0 zr �' 5 9.0 9.5 9.5 - 9.5 9.5' 9.0 9. ' 9 (5' 9.5' x 26. R•r30 o I JANUARY 1, 1990. I - r / Rw5' I 1 16. REINFORCED CONCRETE PIPE SHALL CONFORM TO SECTION 310 I I CLRD I xz5.5 (�) b R $' R-4' (�) o -~ R r / O s.5' CONC. r (024.75 B 1 46 IS I / CONCRETE PIPE CULVERT" OF THE NCDOT STANDARD SPECIFICATIONS $c 2 . N R_� 9.a' R,.4. N , I / _ � HC SIG L r 25.04 U- r / R-5 _ INV. OUT 19.50 p� DATED 1990. e� Ila �{ 9.5``. () / 1 I 9• -_-`'` ) ' I I 1 -5 I R-1a' - ►c� ? HC RAMP WV / I R-i I / / 17. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP 256 III I I, .. 26.0' ;� �\ I R-3' �, e ��+ ��, ,o ) I 1 z , r / ► FOR THE CONSTRUCTION OF THE ROADWAY, DRAINAGE, WATER UTILITIES cn 0 b r 1 _ o• 1 �� o� p� r I :..,.:. I ' 23.4 AND SEEDING FOR A PERIOD OF ONE YEAR FROM THE DATE OF I IM 3 I �'_ _ _ _ _ �° ° , I I / �, R-5' ,n ;� r0'0.' ` t ! 1 �; \ ACCEPTANCE AND FINAL PAYMENT FROM THE OWNER. � I I • 0 - --- = --- •-�- - - - - � o t 18. FINAL PLAT RECORDATION REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT. I I 1 x2 .6 �� a �. TOP�0F Bowl rn BOLT 19. SIGN APPLICATION IS REQUIRED FOR ALL NEW EXTERIOR SIGNAGE. II I 2 a• OVER CTIOMAi k CLRD I 1 `� 7.B .'CONNECTION ONX. FH } 1 25.92 . tr 4,8 ?,q I 2j ELV. 27.05 20. THERE ARE NO WETLANDS PRESENT ON SITE. B I I 24.77 ,R-5' ki 5' 9.0' 9.5' a 5' I s.5' `~ 4, ~ WD t929 ,I ". / TWIN RAVERS MALL DRIVEWAY PERMIT IS REQUIRED. - 6 W I �I b `� 0"P) R-4' b I STo 'K-5• R- �; zs.s �, s DB 1583 PG 343 1 " M ,� y k CON .WHEEL R-10' d • d• l 22. REt•ux cnl 1 FCTION PROVIDED BY THE CITY OF NEW BERN. 25sc w NE I R o-� m N k -- �� ► ,, ,` ' 23. REFERENCE: DYED BOOK :CJ44, Fi sot AND DEED BOOK 2422, PAGE 79 BENCHMARK • 9.0' • O x26.s 1 + cLD 1 TOP OF BONNETT BOLT 9• (nrP) t 1 9 5 `y . OF THE CRAVEN COUNTY REGISTEI�Y. _ `` I � ll �� �� � I rr OVER NNEC'T10NPONPEX. FH I I a` 18.0' 28.0' 18.D' f 18.D• 28.0' , ` t �Q j R-10' R-3' x25.5 `�� ``�\ /'� 0 LV. 27.36 wI_ , /: / LEGEND C vs Inv, 3 r ' m 7p i / , , GVn 1929 1 4.511 y� in 10.0' ` O b `�� �� ���! ` / .°dI nit 4 5D -Q- B 1 �5x R_51 ` 8.0 HBO• �e'/.G Ci' / I o� o xzs.4 �- ,�'� EIP - EXISTING IRON PIPE SIP • c� .� R-5' R-5' 9.5` 9.0, 95' 9.5' 9.5' �°' FAMILY PRACTICE � 1 / MH =MANHOLE PIPE 6w 18w mN 5 PROPOSED 2-STORY SET w O EXST. to RC I �i�� b `? W FT Am EA (nP)R-41 b R-10' 26,798 S.F. Z0.7 x 5. Y,r /b / _ .� • , 1/2 RAD �_ I a �� ,; 4 OYP) x25.7,� a ► �4 ::: w j / MBL = MINIMUM BUILDING LINE • 4. 3r I I a , . N 9.D' x 2 s - 1 � 8 CABC �'4.2 o o /W = RIGHT -OF --WAY RAp oo w i R-5 -w R 2 ` / /;`O / / R •• 1/8w RAD I I g ,°�° cr R-1a' 9.5' 9.5' Rw1a1 N R..2' 9.0' ,� / �� :g / PP =POWER POLE #5 REBAR 6 0C I ; ` / I3e / INV INVERT ON CHAIRS 3" I LROyN w R-4' .,� .,�` -I 1e.3, 9.5•)>i.5' ',� CANOPY �`� b CB = CATCH BASIN 12" i. 1 13C 4.at �R f83 b / •' p �. " 42 �� 3 0 x R-5' 1 CANOPY •+� ,� R-•'' x r �Q`" o FES = FLARED END SECTION 6" v ' .. ' 7 I o m I a �,� •- �a zs.s 3,� R�6' iM / / / TB / . TC = TOP OF CURB • 4 ' 1 ' ' 1 l �� o ;" s' Co c. AUK TB =TOP OF BANK I U. Z I `H �a q s.s' onlc. wALx / j' C/L = CENTERLINE " "t o z1.n 23.a x25.3 R-5' RCP = REINFORCED CONC. PIPE 24 I 1 C SIGN 1 iT.5' • zz a 15 8' f '� "? HC SIGN = , , ,; - / 12" TRANS =TRANSFORMER f F 1 ) I 1 ��i ) d� �e R 15 / I - sax25.7 I / /' (TY0 FH = FIRE HYDRANT 24 CURB & G UTTER I ``� 24 60 2 I �+ R° I I -_ - • , Fo wN A. R-5• / BV - BALL VALVE x 24.9 19.0' - D R PAD ACCESs19LE FFE FINISHED FLOOR ELEVATION I II 1r , �� CANOPYo• , 1o'x a' cRErE �, vAN GV = GATE VALVE (STANDARD FACE) I z4.D' x a' 18.0' 27. ' t (N.T.S.) I Bc I a R-4'`� b 1, x24.s x2a.8 �e // , . R-8� / / w/ E ING FENCE LP LIGHT POLE 5s EX 6"I I �1 // - ; �..�_ 2 w? ps°'/ , / / / ) r B/B = BACK OF CURB TO BACK OF CURB . _ W R I ; f PROPOSED 2 STORY `� Rom' 1 ?8°, rBo• ' STOP wfyTY� V / %( / R = RADIUS ggc _ :1 30,3 IMAGINGCEI R OLOGY �\ x2a.9 R,4 RESERVED 25.29 11 I f °� PAINTED Ri ry 17,640 S.F. ► �° _::° y x L / �2 / PARKING CH = CHORD PROVIDE EXPANSION JOINT z5.Oc 7 J I-HATCHIN z \ - TPED =TELEPHONE PEDESTAL AT MID -LENGTH II a.z 83 2 %�° �e'3 _ PAINTED ^%x, / TVPED =TELEVISION PEDESTAL / I 5 1) v ^ �\ v e x. CR 5S-HATCHING HG 51GM: '� /80• / ��� CO = CLEANOUT I I� 3 I x ;�, M , 1s.a' 2e.a• 1 �, �► () (jYP) - / / / EBOX = ELECTRIC METER BOX VALLEY GUTTER DETAIL IIm I ; 6.W CONC. WALK e1 CANOPY 27.r N +D�?�' . x25.3 // x2 / ,��' / / / WV WATER VALVE • v, Rw5 i HC RAMP / PAINTED C • h I / a / o MAXIMt1M CLD =CENTERLINE OF DITCH (N.T.S') � � > I t : LIEF AR ) I IPi U. 1 1. 6.5' CONC. WALK , MP) h R-5 'h/ Ch PENALTY = I (Tqp) / / EIS EXISTING IRON STAKE 25.6C I 1 o CANOPY °i i SIDEWALKS & EXP. JOINT Bc 11 I I I �� I t t l 97. 1.D' R-5' / BY G.C. UNLESS OTHERWISE CONCRETE CURB & (I� N �� wL 5n• ^ `� " „ t ,. `�• T `' / / �� NOTED GUTTER BY SITEWORK 2s.3 CLRD ,,, .' li � R�5 :::': ,,, 24.3 B 24.95 ..... -� ..:,./ :.. ,r,....1. .,. w...:•.. ..:;.,.:_.. ..:... FT AREA. .-r� -,v' , rt., t, - , �� ,: I�n. ..�:... ::.:-1 ..;:, :,. .-•,W '....e.w . i',, w: -'12 ti CONTRACTOR �, P. , . r^:. ,x. .. w ,ud rl. N .r. + 4. SLOPE 1/4'/Fr,. . h ,. w .. 1 . � .: � :: ,;,.. --.. :: _ . � > z1. / !' TYPE R7 8 L.. _: ..�. _. ._ .. ._..._ - .. ... ..:. ._.. , CONCR� PAD:. .r,. o x 2 0 b 1 8. CABC : o _�: s F - _ :::.._. n_. r.. �r >r.? � .,..:x, - }• �.x. _ � �:: .,- �. �. ,s...:.:M ,..: .,, ,•,�;:. i ..wt.:.. 10:CONG a I-- ASPHALT ..,x r �,t, I,•- d: .n - " s .�..s.. .'� <.2 ..2:� ^� ._�., ...�:;,,., PER G.S. 2D 37.6 -- � - ..; _ .. Ne•!Y�i '. •� !�' !+ _. r:. �i. n n . _ �.. Y.l� ...,, , -'. r. • R� r +r ir; ,:W . t''' 'i"1" ' /�y� '.'{ '1 �, r:,� ., ... , ,,.,a,., ,..•..,,� :,.,:....., .. ,.'., . ,::r. r.r:.8 .CABc t. '2,:'•1-.2:,. :y. �. 1 2 EXP. JOIN �: ii-4. ,:, 4 ,� ,`AP!'t0. �. / 1z . ,. ,I Q EX. M R+6. ,, ,x,, , I I , Co PAO a I 24s RIM 2500 3: U 8 INV. INn15.44 1 ,' 4 0' / x ti - �: '•' % ="•••'•, < m INV. O t5.36 , II b ! I 2 b �ri-� I o SIGN ATONESPACE AS ACCESSIBLE S PR 5 cAec 4 m , , / / / ON THE SITE PLAN BROOM FINISH EARTH a II -`---- _--- - 3000 PSI CONCR COMPACTED EAR ec 1 1I o , 10' MBL I 3s" FLUME NEW WOODSLI E yyL 10' BUFFERYARD "C' 6' �- ME o - MBL x 25.2 36" FLUME o 7- / i MOUNT SIGN ON 2" SCHED 40 GALV STL PIPE W/ CAPPED END. " ' (n 25.03 Ix 25.23 CLRD D I , x , w , `-___ 25 __- a• ,2 ° 2 PAINT WHITE, SET 3' BELOW GRADE IN .5 CY CONC. NOTE: PROVIDE 1 2 EXPANSION JOINTS IN WALKS 30 O.C. MAXIMUM, TOOLED � I ~- ! N 56.30 0o W 568.91 B% r / r 0 m II �`� -` --__ -�� �N xKh;,STgr ' T6 1 p'610 CONCRETE x24.8 // AND SEALED WITH COLD APPLIED RUBBER SEALANT. PROVIDE 1 DEEP SCORED hrzs.o ~_ z�_ -- --- x24.7 DUMPSTER PAD x24.5 `' TYPICAL HANDICAP PARKING SIGN JOINTS IN WALKS 5' O.C. MAXIMUM. VERIFY LAYOUT WITH ENGINEER. �' SAW c &-REMovE-- xz3.6 _-__-- xz3.� w/SCREENING FENCE 2 x 25.37 2 r~ GUTTER. REPLACE WITH !w, 3 i) 2� 8� xy 2 9 CLL7 REVISED. 07/11/06 (NEW BERN REGULATIONS)(JJB) CURB & GUTTER AT SIDEWALK DETAIL Z I �° B� 36- VALLEY GUTTER.111111 X �BRXK �N�X WELLONS CENTRE REVISED: 07/07/06 (FINALIZED DWG FOR DENR)(JJB) (N.T.S.) 0--, I I `1�6' PHASE N 6" 18 REVISED: 06/30/06 (PARKING LOT/DETENTION LAYOUT)(JJB) X X 1/2' FIBER EXPANSION PLAT CAB. G, SLIDE 178-G 1/2w RAD JOINT MATERIAL SHEET 2 OF 4 W I ". DB 2128, PG 713 3" RAD `�,<�ti;1i�+q n��/ii,, SITE &STAKING PLAN 12 12 TOP OF :SIDEWALK I " 1° } + 1 /8" RAD `������ S"S'. ,VARIES 4"-6" l I o •� -- COASTAL CAR 0 LI NA 1 VAR II x B" CONCRETE x I A',4 ..+; . " 1 r FINISHED PAVEMENT I I PAD * 4 ':•:i: ; ' '. 12 - . CROSS sEcnol+l a ' . -- -�` - , EAL �" H EALTH CARE CURB I • 6w ' ° _ 1 7324 SECT. A -A y� 4 . a� •"at 12:1 SLOPE MAX. 12:1 SLOPE MAX. X. B25.31 x ` ` ♦.' � �J'j,'''af'�,D 1 N E�V�``'�� � WELLONS CENTRE, PHASE IV, LOTS 4B-4E do PHASE V, 5A-5E I INV. ur 1s.t0 3000 P51 w ',�r,�'A�"Jo` REFERENCE: PLAT CABINET G, SLIDE 178-G AND PLAT 3 3000 PSI COMPACTED SUBGRADE CONCRETE //r "� CONCRETE 24 14111111Mu+� CABINET H, SLIDE 2-G OF THE CRAVEN COUNTY REGISTRY CITY OF NEW BERN, TOWNSHIP �8, CRAVEN COUNTY, N.C. • � SPILL 24" CURB &GUTTER � OWNER: 8.5 CONCRETE 6.5 CONCRETE SIDEWALK bit SIDEWALK (N.T.S.) CCHC PROPERTIES, LLC c/o FARRIOR & SONS, Inc. c PLAN VIEW SECTION A -A N.T.S. C4 o ADDRESS:P.O. BOX 12248 P.O. BOX 127 1 CONTAINER PAD MUST 13E FLUSH W M NEW BERN, NC 28561 FARMVILLE, NC 27828 0 8 APRON PARKING L.OT PAVEMENT. BEFORE YOU DIG..... PHONE: (252) 514-6685 (252) 753--2005 7.D' IN. 5.D' 7.D' MIN. North Carolina One -Call Center, Inc. THIS POINT TO BE DUMPSTER PAD DETAIL �� Call 48 Hours Before You Dig! Baldwin and ASSOCIATES DESIGNED: JJB APPROVED: JSJ PUW VIEW FLUSH WITH PAVEMENT '"�� 1-800-632-4949 B ENGINEERING LAND SURVEYING y %�1 AND PLANNING DRAWN: JJB DATE: 06/08/06 HANDICAPPED RAMP DETAIL A �RETVI LEENC. 27858DRIVE " , PAVED PARKING LOT 252) 756-1390 CHECKED: JSJ SCALE: 1 - 40 FILE: 06-114 CAD FILE: DRAWINGS/06-114/CCHC SITE FB 394, PG 44 C&G FILE: 06-114 M 4 1 MIgp .r .66X / S0 SW woe d70y WIDTH VARIES ELV. 24.00 10 ELV. 24.00 2000 HOOD, GR11TE .�•..•-.•-.r • -• - � EWEY BROS CH -ON SILT FENCE L EXISTING GRADE i0 - ELV. 22.20 - - - VEGETATED ELAN) & FRAME EBAY VARIES 1 EL00 V. 141.0.50 y� 11.5 - _ ....._ 1.51 ELV. 14.50 / �1.5 FT_+ r 5:1 (SEE PLAN) 5.1 25.3\/ a�- D x o --- A °Ex. M � WET DETENTION POND SECTION, M 30 R TYPICAL SWALE DETAIL \`\ 4" _ 4 J 3 �'"�• ""�.. x 25.5 x 24.9 3 ! MAINTENANCE PLAN " _�~_ ��� x 23.4x 23.5 \� 8' BIdpC WALL, 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR SIr_T E Ems- ♦ �`� �i x24.3 p STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING ��UCT10N ` VARIES Nov DSLJ E LIMITS 0o �+ RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. Rg1�25.50 � -- �� G X� NEEDED REPAIR WILL BE INV. 21.a0 " _ - �� - - r - - r - r - -' - -i-270LF'-18'� 1 I I I♦ I I I k I I I I I I RC✓� I 1 x 25.5 PLAN + 3 � 111111111111 MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS bESIGNED. I _ - •� -- � 0,�. jJ ! I I I r, i ; i I I I I i i I I j 3 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES I I I I I I eta i I I I I I I I I � JB 12 �• �� 11 a 0.5 FEET DEEP. 1' � RD 3. ALL SEEDED AREA WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND x25.a F-- ♦ INV. 1.00 ` /� r 2�49 25L31 w MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO --- - \ �I I 0 PIPE 3 - ` - - CLASS B STONE z .s MAINTAIN A VIGOROUS. DENSE VEGETATIVE COVER. W _ - �� ` _ x2 .7 _ _ i SIR CTU :'.1<' CnW 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON I r�__ % CF 20 INGRESS r j \ 1.5 R 2 x 24.2 -�, n f E f I ! k= !- �I� �- j COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. f! - __ { �_--- �-- �� "��� ----T, EGRESS ACCESS $ R �mmT, OUT 21.D q a I I`� f I- I I� [ I�`I I I I I-� i I- I I- e 2 .4- , I - _ _ �- _ - - - `� ��� _ - _ I EASMENi i i Cp BTA1 14.5C 4.2 L-O4 s' 2$. "�---�.. I T �� '� I I Ir-------------- I I / v 26.18 / " '� _ _ _ _ _ _ I DETENTION II EX CB ""'.�---- L-_�� - ---+ __ r____ �_���-'�'-I- -� I I rI _2s / 1� FILTER FABRIC °D j � "' i _ I I �� I I I 25 #-----•---- 1 1 k � EASEMENT • HOOD 25.25 .��,� 5 a Q I � _- __-------__..,•,_ _---� POND DRAINAGE SECTION � � i � � � INV. OUT 20.33 WETLANDS GENEI7AL St:EOTNG NOTE � - -r `••. _ ......+.. _ _ _ _ _ _ _ _ -r _ _ _ _ _ _ _ .,a.� I 1 w - �- - - -� `- T�" `� `�`! I ti I I x25A I 1 / f TEMPORARY ' HYDROSEED WETLANDS WITH EMERGENT WETLAND SEED MIX AND �v f -T- B ---r- I ROCK DAM � � �� I l� � I 1 1 I I I � x23.a STANDARD 24,., CATiCH BASIN NOTES I EXIST. 18 RCP --� I L____� -__ _ 1- -� i I 1 1 �____ 26. D(IST WERAND EDGE SEED MIX FROM JFNEW NURSERY OR APPROVED - �_-- r x25.2--� \\ 3.4 (N.T.S.) �� I 1 RC r---- . I - I 1 EX. DI L EOUNALENT PER MANUFACTURERS SPECIFICATIONS. 1. "L. IS THE LENGTH OF THE RIPRAP APRON. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD ORATE 24.83 5' x 5.16 �2 24.7 y F ---- 2. "d"=1.5 TIMES THE MAXIMUM STONE DIAMETER BE INSTALLED BETWEEN THE RIPRAP AND INV. IN 1&. cn M DI I _-- FI�TUR `PAfdl41NG • \ /\ I 1 1 I_____ BUT NOT LESS THAN 6'. SOIL FOUNDATION. r MEN/ INV. IN 18. t g GRATE 24A9, CONSTRUCTED WEnANDS NOTE � r I - - - - - T "- _ _ - • � - - �� � � ry''� � I 1 1 I 3. IN A WELL-DEFINED CHANNEL EXTEND THE 5. FOR RIPRAP PROTECTION USE CLASS 'B I OUT 18.23 BC `NV, IN o.33 s1� 1 / APRON UP THE CHANNEL BANKS TO AN EROSION CONTROL STONE. it 'v. O 20.28 CONSTRUCTED WETLANDS TO BE USED AS A SEDIMENT BASIN -\ _ --r --- I / y_joa ELEVATION OF 6" ABOVE THE MAXIMUM S. APRON TO BE PLACED LEVEL WITH THE TOP I 3 f DURING CONSTRUCTION AND RETURNED TO ORIGINAL DESIGN ��----� 1 1 I ,� I a I I TAILWAT'ER DEPTH OR TO THE TOP OF THE SURFACE OF RIPRAP AT SAME LEVEL AS .o �' 116 SPECIFICATIONS WHEN SITE IS STABILIZED. y - t - - -- --" I 1 r - -- -- - - -- Z I of \ BANK, WHICHEVER IS LESS. SURROUNDING LAND SURFACE - NO OVERFALL _ _ I a 1 x 22.0 ' I REMOVE EXISTING 1 f I I I ti I FUTURE OFFICE i SHOULD EXIST. y y0 j j 11 - HOOD. CLOVER MW `� _ ----� xz3 I I x25.r Ita �.-1-�� B I i 1 V 3 If //~ 6'a - EX. CB 1 X I 1 �I !� 1 I FUTURE PARKING w a N ! -- �, xzs.6 H000 2398 !r z ly I _-_�� ___- i '---=----�- 1 //`\ -�__ _---� I I I i DETE I � \ OUTLET STABILIZATION STRUCTURE t�` �� / I -_ 1 >r_ 1 1 C4SS 9 1 POND �e� �\ 4OLF 30 RCP r p x 26,9 N INV. IN 2Q,i,�7 p � � ! ram' � ! \ I Si XN • ■07 g S INV. IN 20.97 U . 4.58 I ---I f �� 1 f \ /--- 0 Q I 1 er���. \ 00.87X W/FES ia ? BC 2 1 R EN 1 I�Q[T PLACE OUT 2n.8B ?s I I T . , , 1 I r E 7�PRON _ x f e �4 , x2 EX STORM MH 26 / / / -+_ r 1 DEPTH 2Z > TB 75 5.5 _.-_�, _ rZ6 x`2 9---._mow --T�-4 c� L�--- R BB RIM 24.51 (6O R�W 35 B�B PUBLC)-' _ £� N_ `��� - 27 -- / r r 1 e x25.3 1 I 14-TONS a. 2t.4 �� }} INV. IN 20.6$ IX. 1M0 D 24.00 r - _-_?��__J_--^ r N, 4___r.� `\ 1 -- GRATE 24.9@-_! ""`► k �` %� 1 x1B46 CONSTRUCTION SCHEDULE AND MAINTENANCE PLAN II INV. OUT 20.56 _ ___ WM (MATCH INv.)_ �RLIe[ -_� - E)�. MH / . . 1 - RA i cLd 2z.0 CONSTRUCTION SCH EDULE: + ` w -"� w w w ` y 2w--- w wAT wuN�' W. w w M ___ `'` ~--�zs RI 23.ss x 4 _ r'/r'f INV. 21.48 R ♦ \ !f / / I`TB I I �11h IAI8.65 f ♦ . -- _ r� \ r : CLD INr 1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. 111 4.7 ----- - 4,44 24.25 a e _ M-..� IN ` 0 t8:6L r r -- \ i •� _ 181RC - I FI=5 3 \ 1a.sx x rn . I 00. 1 f - 4 - - III , ! y i / B�x TB �I. EXIST. 1$ RCP '�I-B-.GI/ -�� r �� INV. 21.00 +/ / ts. t.2 TB 2. FLAG LIMIT'S OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS IN ■ ,. �____ _` 1 I I v , 22.3 PROTECTION _ 8'X$ R UCER x, Z \ \ ♦ / / CLRD RD CLRD LRD CLRD C1R0 ��� i �' 2$ 1 r--- ---_ I \ \ ♦ ^' 2t.0 TNT24.78 CCLL 3 g 6' FH I \ u $ \ ♦ 1; •► /// TB �x�9�5 AND ESTABLISH GRADE LIMITS AS NEEDED. IJ4L.24.5D 24.32 {TIP) 3.8d 23.89 �� i 1 ,.,,,, ,,.-_-_ I B#% I \ Y,� O/%,� /3. HOLD PRECONSTRUCTION MEETING WITH GRADING CONTRACTOR, xso xCL ® s - 5 3 S g -�s� S s ° _-r 23 --- """ i - - 06D 24 --� `� �fe,a/a� ; �♦ qr / / / TB 3 ec I y cL D RIM 2 .80 EXIS. 8 SANS SEWER HOOD 2 99 jNV. 21.33 EROSION CONROL ADMINISTRATOR, PROJECT ENGINEER AND OWNER. as INV. IN 17.3$ pl, 1• x2a.FE52 4, INSTALL PERMANENT WET DETENTION BASIN AND ROCK DAM. a• INV. OUT 17.32 WM c V. i 1 7 / ----�--'INV. 21.0 DIVERSIONS AND PERIMETER SEDIMENT FENCES AS THE FIRST .r C S moor 1 `. 1 t 12LF 30' i I 24. 24. �'25 6C.24i p� r 2C.4 24.06$ P1%{'. $Ai�. � �.ZO �� � 24 + \ W 2_I-j`a � ♦�/ . , O r r CONSTRUCTION ACTIVITY PRIOR TO THE INSTALLATION OF ANY FILL � � ___.a� - __ WATER IX. 4 SS �WA R SEWER 5ERVIC 1$ �a'i4 1 � ( \ / \ A, 17 X30 LASS 6 5. INSTALL PERMANENT PERIMETER SEDIMENT FENCES AS THE FIRST `� y wM ONSTRU` ON LI ERvrcE� r " SER1ll 2 ��� 20 `26-D t I\� \ " `��� ti� x ryti J`! / /' DEPPTH 22RON CONSTRUCTION ACTIVITY PRIOR TO THE INSTALLATION OF ANY FILL - W 5 I C SILT NCE SILT FE E �DI�8 TRANS. -� `��-_ i�$8 \� 24.50 ti ♦ N, ! ti o`' %' 47 TONS 6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND USE mcq l s ° p (Np) 2 (np 23 GFi�ifE 23.80 `�- -. r •90 \♦ �OG'k \. \\ �� / EXISTING ACCESS TO SITE. coo 0 �. MH2a.66 2 G xz5.6 �� x26 r-- -��5-9 _ INV. 21.65 25 25.50 'R� {�I� 7. BEGIN TO GRADE THE BUILDING PADS DISTRIBUTING EXCAVATED �� _ RIM 24.68E - f� �7711��1 2S 25.23 x INV. IN 14.34 C 23.■50 25.47 I 1 0 BB MATERIAL IN THE FILL SECTIONS. OUTLET STRUCTURE 1�= �- R. .70 I.30 .90 .87 4.35,40 �_`� I 8. UPON THE COMPLETION OF FILL SLOPES INSTALL DRAINAGE AS TOP 24.48 INV. OUT 14.3 __ �_ INV. OUT 20.31 I BCC 3 23 _"� �'�-� 2) 24 1 _ `�y I INDICATED ON PLANS; INSTALL RELATED EROSION CONTROL MEASURES 4.74 ! I 23 `\__�-'+f�' x2s. 28,00 25.10 23,10 AND END -OF -DAY MEASURES: E CLRD l s.5 .50 A. .� r / �� �a ��` � \ i + �"� / r `♦\ zt.2 / T8 c1224.75 l 20 X50 TEMPO I10 2 I ♦ _ / �, I HIIII A INSTALL PRECAST CATCH BASINS AND STONE INLET $ •20 ! O / SEDIMENT TRAPS UPON THE COMPLETION OF EACH LEG OF PIPE z5 04 39.00 71� GRAVEL Cmmu 0 �0�a�1■ i /1 ! 9. PERMANENTLY SEED THE SLOPES OF ALL THE PERIMETER FILL BC I ?�.Tg(1 ENTRANCE/Ex �80 / I I 23 �+ t ��1 „� I HM 10. INSTALL RIP RAP OUTLET PROTECTION OUTLET. 25.66 I � I �, R,90 �♦ d3 �// I I .� `"�I:j7Y O �, i I '7 IO 4 I r' I M O '�1 11. BEGIN AND COMPLETE ROUGH GRADING OPERATIONS NOTE: MANHOLE I N �\ •. ys I I ; / I I I �I r SERVICES MUST BE .n 12. BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL COORDINATED WITH THE I �V) ci 25 .00l I r R.30 •�I� �� / I I ' g I �y LM SUBGRADE. TEMPORARILY SEED THESE AREAS TO PREVENT EROSION DEPARTMENT. I.30 `. 6 p 25 ' 28.00 �\ `� x I I f ' ---- cv I / . I G+ k I / UNTIL SUCH TIME OWNER IS READY TO PROCEED WITH FINAL NOTE-- ALL WATER � � ��- ,ass 1 N `� �. I 1 CONSTRUCTION. SERVICES MUST MEET III I v, �1�_ 23 •00 z6.z r - __. . xz6.a 13. TEMPORARILY SEED ALL DISTURBED AREAS WITH THE EXCEPTION OF ENGINEERING GUiDELaNE5. 25.92 I CLRD .87 xz4.8 �? INS -?j i ° POOL CATEGORY SURFACE AREA ARIAS WHICH a WN PROTCETION f � ��� CONSTRUCTION WILL CONTINUE F�' � s w (TYP) co.ea' ; �� �, - � �•` 2B,s ,� ; , I xi .9 ,..._,,.,�} ,..� zae w TE NE z4.87 I `a +« x 14. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON x 0 • �FES 1 EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING I II 1 ` L HIGH MARSH - HM 0 -I 3,720 SF ! i i I •• s' `Z► 0 x26.B �� I lry CLD 1 r • ` oo C �T.� } 2510 ��1� � �� 1 � ,: INV. 21.00 / / �' LOW MARSH -- lM 6 -12 2,976 SF COMPLETION OF ANY DISTURBED AREAS WITHIN 15 WORKING DAYS i 2 .63 11 H D 2 .30 �_f e \ �.2 I ,' OPEN WATER - OW > le 744 SF III .. \ • WET POND / OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING ° I - w �p!f. �� I 21. 7 �.� �,0025.s \ \ / 1 COMPLETION OF CONSTRUCTION OR DEVELOPMENT. I 45 (A N°i CB 10 �• ` `� \ ` / / CB��i / 15. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY Ig U_ .tN I HOLD 24.40 1g111f 12 A.40 `� .� KID Q `��� '/ HO('1®��4.50 � M / % % GLTII]i/1L NOTES: ,do LRD Coeq B INV. 21.95 75 TIC 10 ��� • 1$ + -CLASS 'AA' CONCRETE 'to BE USED. BE REQUIRED BY THE STATE OR OWNER IF DEEMED NECESSARY. iy 4,5a�` �§; 2& r ( / I/ -FORMS TO BE USED FOR CONSTRUCTION or BOTTOM SLAHS. 16. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES , a,� °° 2 ' x 5 WFINE GRADE DISTURBED AREAS, AND INSTALL PERMANENT VEGETATION .,N7 0,3 �` 0 O x25.4 `"� E'73 c�� -/W_ MORTAR JOINTS TO BE 1/2r PLUS OR MINUS 1 87, mN 5 - +~�� \ ` _♦l" 5 R.95 / PROVIDEDRICK WITH�STEPS '-2*LL BE OED. DER. INLE75 8E ON 111E DISTURBED AREAS. � � 24 �80 � \ � ct' %: 17. MAINTAIN PERMANENT VEGETATION BY TOP DRESSING WITH 700 LBS �g c EX8~ �' 00 ` 60 \10 •�5 1 BlF P 3.88 PER ACRE OF FERTILIZER EVERY 6 MONTHS UNTIL THE COMPLETION _ .' A WIL 1 .80 OF THE PROJECT. I I �' I 3i* 23 \ x aa.s I ,10 }� 28.50 1, ®D. x,W 18. WITHIN 6" OF FINAL GRADE. RE -DISTRIBUTE 6" OF TOP SOIL I `` !1 ♦ JO,n �" % / % VULCAN V-5660 19. FINE GRADE, PERMANENTLY SEED AND MULCH ALL LANDSCAPED I f i i�C �\ `� �C TT55WW 1 % k 115'XI APRON *BSTONE FRAME do GRATE AREAS I LRDI 3 / Tk79 26.00 Y5.70 ► ry BB / DEPTH 22 20. REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL I Bc 4.at v'•3 �8006 14 TONS , 75w �Sw MEASURES UPON COMPLETION AND STABILIZATION OF PROJECT. I .a2 �`3 x D TC I 28.30 x25.s 25.4T1 c9# $0 %' �Q x�4.0 � .� ;'E'-.• 4" I I cif 24.�� FLMUSH HOOD.Y+ � I 1 � INV % �• SEEDING AND MULCHING SCHEDULE PER ACRE I LEE ', i •� z .$o i o IF90 1 . � I 1 I 25.80 ► 10 / THE KINDS OF SEED AND FERTILIZER AND THE RATES OF APPLICATION to fO � ` ��'g �.90 25 Rao OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. I I `��' ; , �+ % 16 / DURING PERIODS OF OVERLAPPING DATES. THE KIND OF SEED TO BE I U-3 CLRD z . � I 25 -� �` �� 10 x2 .7 10 x s / / 8' 24" USED SHALL BE DETERMINED BY THE ENGINEER. I ` x 90 2610 1 ,r• 1 %,% NN N LIME .......... ...................... .2 TONS/AC I BC ►� `♦ / 24 a 10-10-20..................................1,000 L8S/AC .58 � 6" � �1 \ � x x24.9 ; �10 ` .__ 2 �40 e�5 % l�'� / % VARIES 0--20-0........................ 500 L.BS/AC NE �� I �, .10 �• ��' % A. / STRAW MULCH ................. . �.2 TONS%AC .(AFTER SEEDING) ?-�' W �' W 25 z4.94 25 , ' ASPHALT TACK......... .. .........200 GAL/1.ON OF MULCH 25ie II '` 3 / IEEE 26.50 `\`\ 4s83 z�w 92 2 i WIL '`�* / T4.6 JANUARY 1-DECEMBER 31 25.'s I CLRD B • /� ` \ 1 \ x24, aP' a B I I / MAINTENANCE REQUIREMENTS FOR CONSTRUCTED WEI MM 1 D024.83 2 / '8"XB" LOCKED �1 \ 25�-� �,,83% �2g aI I �` $ GV 1 :s = 25.80 •�I� �� mu WHENEVER IT TWILL IFS. OR AT LEAST TWICE AND NNVNIT SHOULD 8E 50# TALL FESCUE x .5 HYDRANT TEE , " ,' 23.10 ' OVED 5 CENTIPEDE �I I $' FH W t .fi,� LLY 50PENSACOLA BAHIAGRASS o . I! `� Z8.00 r F„ x25.3 x25.a / /� SHOULD BE INSPECTED ANNUALLY AF1ER A RAIN EVEM TO ENSURE 500# FERTILIZER III r' 24 �Y I d1rt` / THAT THE BASIN IS OPERATING AS DESIGNED. 4 4000# LIMESTONE 25.86 �.. �` 1 � - / �' BC XII I r ` i x LOOO \\ l�+yl ��IrE.$O '((�• �"•'� w���I40 r ���.._, _ 1` Fd, 0 d d •4• $" W I I I \ 1j '� '• yam J `A.70 �(y / / AT A MINIMUM. MS THAT SHOULD BE q� LADED M THE INSPECt10N AND 4 . 4 SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS: W \\ WL CORRECTED AREi- /• CLOGGING OF THE OUTLET OR TOO RAPID A RELEASE A. JANUARY 1-DECEMBER 31 25.3 I I CLRD 0 a 25.3T•�� I� T EROSION ON THE BANKS 75 TALL FESCUE B 2a.s5 TQ•� I 80 �` 4 3 2;5.70 1 A-00 WIL �\ 25 CLD % EROSION Ar THE INLET' AND Ou1LET DROP INLET 50 PENSACOLA BAHIAGRASS ( I 28.10 % 24 X 36 INSIDE DIMENSION r I \ x 24. 1 x 21. SEDIMENT ACCUMULATION AND THE NEED FOR REMOVAL. s 20 50' E PORARIf T5w 10 \ I TB 0 CONDITION OF N THE�EEMBNVKMENIY AND (N.T.S.) 50D FERTILIZER w GRA coTN""srRUCTION •� �� \ ze. �I� ��� 4000 LIMESTONE " 24.8 RIM � 25 00 7RAAICE/EXIT 23.2Z �" � �90 24 \ 1 25.00 j % 4 EX =3Bj INV. INn 15.44,$0 I CS 6 t ti 1 / /: m l INV. T 15. I HOOD 25.0 f I �< C 3 �ri�� r 1 C 4 24 4W 2W 0 4W aw 12W TEMPORARY SEEDING Q I 3 29 23,80 I INV. 22.40 12 ! ':: 00: ,�: •:;. y �i� y' ,$ INV. 22 12� R. .7 24.70 INV. 21..740 %/ 24 ti y��i' % ,� `,.� N C A /1 , . _ ", . J '' \, `�\�1rt ulrr14�0 i, GRAPHC SCN.E, , 4W REVISED: 07/31/06 (7RC COMMENTS)(JJB) "COOL SEASON . PLANTED BETWEEN 15 AUGUST AND 1 g APRIL , 5 I 210LF 15' RCP 00.13X 24--228LF 1 RQP 00.19 28LF 8 RCP / / / .� a 6 s r 120 POUNDS PER ACRE RYE GRAIN NO RYE GRASS 13C x ®0.1 / ���� REVISED: 07 13 06 NCDENR COMMENTS JJB ( [� 25.03 x 25.23 CLD / r = ti / / �( "WARM SEASON": PLANTED BETWEEN 15 APRIL AND 15 AUGUST = CLRD 0 II LT FENC CB 3 4• x22.3 , F REVISED: 07/11/OS NEW BERN REGULATION 0 m ` I I ' (TYP) �`�- r w' N UCTION MIT5-- INLET HOOD 24 0 TB : T� 6/ _ r �' �ryI REVISED: 07/07/06 FINALIZED DWG FOR DENR)(JJB) 65 POUNDS PER ACRE GERMAN BROWN TOP OR FOX TAIL MILLET ~� �� ` \ xa4.7 xza.a PROTCCTION x24.5 INV. 1. / 4v �xtizs.a Z4 `� --�'- ""- -� _---' ` e 01 OOX� (1YP) 2 , ' / "' 2324 REVISED: 06 30 06 PARKING LOT DETENTION LAYO JJB x23_B x23.> = �%�a_= SHEET 3 OF 4 / /� � - ______ _Y__------- �- INV. 22.20 ,d w►x. Wm wxs! gg` �' , • �� G 11 x 25.37 BC - r B' Wx. WliilOUf WIRi 24.8 k 2.9 2 i i H 6� J ►'�� .. jCLRD CLASS A OR B MIDDI E AND WIRE'S / c I N GRADING, PAVING, UTILITIES &EROSION CONTROL PLAN I hm,Nn O • \ o N �o�� STONE BE ,z ,,x � 6Ul,IMUAr llrl lu COASTAL CAROLI NA 1 2 r 4'-0" ' AIdAMF m m GUM • AtLIL�l M On awn • W 0. I I A 4CEMER � / ' � DISTURBED AREA - 9.60 ACF HEALTH CARE 4 $M lip � BLOC 23,B0 � � _ I I UI TOP AND BD11OM STRAND� // ruwnir�----..___..-- -- r• i ii i iiu in.n.ulunir=rr� ° ' I 4.-D. I I � sHlu L Be ,a r MINIMUM /� i WELLONS CENTRE, PHASE IV, LOTS 4B-4E & PHASE V, 5A-5E ''�'ME71'�0 1 o ' II f�LTF� FABRIC s' ti � REFERENCE: PLAT CABINET G, SLIDE 178--G AND PLAT I P P. I a' MIN. MIN. Ld WIRE FILM FABRIC � � CABINET' H. SLIDE 2-G OF THE CRAVEN COUNTY REGISTRY 18 RCP ! ( 4s.opi� I PrE W. �CA w1 �� CUAM ,� CRY OF NEW BERN, TOWNSHIP #8, CRAVEN COUNTY, N.C. N= WALL I IX' �19 . H00 25.31 F8Tt7t FABRIC OWNER. f I INv, UT 19.10 TM Y-W CCHC PROPERTIES, LLC c/o FARRIOR & SONS, Inc. f • eL - WIRE SHALL BE A NAVEmmmumA I 32' cOLll �� CONSTRUC110N ENTRANCE, W DETAIL � FILTER FABRIC cv nr WIDTH AND sHAu HAvs A MIWYNM ADDRESS:P.O. BOX 12248 P.O. BOX 127 °� Cr CLASS °0 N SPACIN'�'G ""'�'�'"'r g"Y NEW BERN. NC 28561 FARMVILLE, NC 27828 �' craE 1 w/ Hwra + STONE SECTION FILTER FABRIC 9NN1 W A MNWNM 3 ,�, BEFORE YOU «'1r..... PHONE: (252) 514-6685 (252) 753-2005 �� ,460 of 3B" IN WUM AND SHALL BE TEMPORARY ROCK DAM DETAIL FASTENED ADEQUATELY TD THE VARE AS DIRE � T� ENGINEER North Carolina One -Cali Center, Inc.SrUL . FM B slwL BE MF- IN Cal! 48 Hours Before You Dig B Baldwin and ASSOCIATZS DESIGNED: JSJ APPROVED: JSJ Vm Ft ST eoor HEIGHT AND BE of TM SELF-FASIQ�Jt oCrlDvsloN OF FABRIC AM Ike+ I ENGINEERIl�TG LAND SURVEYING TAM -uP 2X MAX. GRADE ANGLE SnT & TIPB. VARE INTO FABRIC 1-800-632-4949 T AND Pr ni MG DRAWN: JJB DATE: 06/08/06 Yf '"� °�°"'0N ' ° 001"it0'-"C" I`� HC PARKING GRADE DETAIL 1018 CONFERENCE DRIVE SILT FENCE DETAIL A' �1�390' 27858 25275CHECKED: MWB/JSJ SCALE: 1" ■" 40` Ay CAD FILE: DRAWINGS/06-114/CCHC SITE 7-16-06 FILE: 06-114 FB 394, PG 44 C&G FILE 06-114 RECEIVED AUG 0 9 2006 ,L pWQ PROJ # p ce ,A /RD sW zo( �� Y �C OUTLET STRUCTURE E==-- TOP 24.48 INV. OUT 20.31 S UWAMt YAUPON 3 BOXWOOD 3 DWARF YAUPON 3 BOXWOOD J GUIDE FOR PLANTING TREES 1 THE TREES RECOMMENDED IN HAVE MINIMAL MAINTENANCE REQUIREMENTS. CERTAIN DEGREE OF CARE, ESPECIALLY DURING AND IMMEDIATELY AFTER P HOWEVER, ALL TREES MUST HAVE A LANTING. TO PROTECT AN INVESTMENT IN NEW TREES, THE DEVELOPER SHOULD ENSURE THAT THE FOLLOWING GUIDELINES ARE FOLLOWED WHEN PLANTING. 1. THE BEST TIMES FOR PLANTING ARE EARLY SPRING AND EARLY FALL TREES PLANTED IN THE SUMMER RUN THE RISK OF DEHYDRATION. 2. PLANT ALL TREES AT LEAST 3-1/2 FEET FROM THE END OF HEAD -IN PARKING SPACES TO PREVENT DAMAGE FROM CAR OVERHANGS. 3. PROVIDE A NO WORK ZONE AROUND THE TREE TO PREVENT DAMAGE TO THE PLANT AND COMPACTION OF THE SOIL 4. IN THE DIGGING A TREE PIT, EXCAVATE TO A DEPTH THAT APPROXIMATES THE HEIGHT OF THE ROOT BALL. THE TOP OF THE ROOT BALL SHOULD BE LEVEL WITH OF SLIGHTLY ABOVE GRADE. 5. THE WIDTH OF THE TREE PIT SHOULD BE NO LESS THAN TWICE THE DIAMETER OF THE ROOT BALL 6. THE BOTTOM OF THE TREE PIT SHOULD BE UNDISTURBED SOIL 7. SPREAD AT LEAST THREE INCHES OF MULCH OVER THE ENTIRE EXCAVATION IN ORDER TO RETAIN MOISTURE AND KEEP DOWN WEEDS. THIS LAYER OF MULCH SHOULD BE PULLED AWAY FROM THE TRUNK OF THE TREE TO PREVENT ROT. 8. FORM A RING OF SOIL AROUND THE OUTSIDE OF THE TREE PIT. THIS RING WILL SERVE TO HOLD WATER. ONSCIENTIOUS POST -PLANTING CARE, ESPECIALLY WATERING, IS A MUST FOR STREET AND PARKING LOT TREES. ALTM%TE J 3DWUiF HOLLY3) DWARF YAUPON 3 BO,'MOOD DETENTION maawm PLANT LEGEND = SHADE TREES = SMALL TREES = GROUND COVER OR SHRUB BED MINIMUM PLANTING AREA = 2.335 ACRES X 0.20 = 1.884 ACRE / 82,067 S.F. PLANTING AREA PROVIDED - 5.656 ACRES / 246,411 S.F. Aj PLANT Lam' j PROPOSED MAJOR TREES QIMNT I BORANICAL NAME COMMON NAME SZE CAL SPACM REMARKS A 47 1 QUERCUS PHELLOS WILLOW OAK 30-40 FT. - AS SHOWN - g 30 QUERCUS SHUMARD11 SHUMARD OAK 50--60 FT. - AS SHOWN - PROPOSED MINOR TREES SYM UANT BOTANICAL. NAME COMMON NAME SIZE CAL SPACING REMARKS C 23 LAGERSTROEMIA INDICA CRAPE MYRTLE 10-20 FT. - AS SHOWN PROPOSED SHRUBS SYM QUANT BOTANICAL NAME COMMON MIME SIZE CAL SPACMG REMARKS O 206 NANDINA DOMESTICA NANDINA 3--5 FT. 3'--0' O.C. - 65 MAIPIGHIA COCCIGERA DWARF HOLLY 3-5 FT. - 3 -0 O.C. - 65 ILEX VOMITORIA NANA DWARr7A_t_JPON - 3, -0 O.C. - 65 BUXUS BOXWOOD -4 FT. - 3 -0 O.C. - PROPOSED GROUND COVER QUANT BOTANiCAI. NAME COMMON NAME I SIZE CAI,. SPACING REMARKS AS SHOWN ffi HARDWOOD MULCH HARDWOOD MULCH I N/A - - - SHEET 4 OF 4 LANDSCAPING REVISED: 07/07/06 (FINALIZED DWG FOR DENR)(JJB) REVISED: 06/30/06 (PARKING LOT/DETENTION L.AYOUT)(JJB) FILE: 06-114 CAD FILE: DRAWINGS/06--114/CCHC SITE FB 394, PG 44 C&G FILE: 06-114 ., L.L -1 _.i i -_� i.�ti �.i�''..,r�.,�_.� o�.�.�-: __--�_- may sw 70 � o��y CONSTRUCTION SCHEDULE: f 1 MEDICAL OFFICE WOODED `�- ,' © EX. M WOODED 1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. (45 DAYS) ff 2. INSTALL EROSION CONTROL DEVICES. (1 DAY) f f (4H-J� { 4K) 3. PERFORM GRADING ACTIVITES. (30 TO 60 DAYS)- �'� EX. INLET p 3. SEED AND MULCH ALL DISTURBED AREAS. (1 DAY) f ! a 3 �"� --�_ x25.5 PROTECTION \0 CALVIN G. WELLONS, INC G 5. CHECK EROSION CONTROL DEVICES PERIODICALLY FOR STABILITY & PERFORMANCE, f �`--� �\ DB 1444, PG -242 NIV4MAN sy, w 'o Ln 0 S 51'S6'00" E 294.04' EX. INLET z If - .� WOODED EX. JB � `� PROTECTION \ CARONn J J 25-6 f � z 2 .2 LIMITS OF DISTURBANCE-z� EX_ 18" RCP 10' BUFFERYARD Ef �f ", �i ',~C---' f WO0�5R�25�` "C / pp f f Q 3 WELLONS CENTRE f - -LINE _slLr FENCE 2 J -25.a SITE MAINTENANCE PLAN: "' --- pp f l PHASE IV (4G) i / 26.2-----26------------ EX. ,J'B___ a - x26.4 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR i �' Q PLAT CAB. G, SLIDE 178-G x25.4 / x26'3 z6--------- - _ -u \ �r Bc cLRD QB 2128, PG 713 / 2s.s - _26 ~ ~- \ 1 z5.9 S x STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING 2 .49 25.31 2 :5 N / x x 26.6 \ RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. a o f i x 2s.73 \� \ /�/ ,��8' NEEDED REPAIR WILL BE �'uS o f J / \. ?j., JS MADE IMMEDIATELY TO. MAINTAIN ALL PRACTICES A5 DESIGNED. "O 2 . I . �»� + NOTE: THIS AREA IS SPOIL FRAM THE o ++ / x268 _----_27__` Fk��\\ rye/ 2s.1 �, �' 2 ,a) a 4 EARTHWORK THAT WAS STOCKPILED a 1 _ ---- 8+� \ 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES y O B U, 2 WHILE CONSTRUCTING THE 2 / -zI-- - - - - - - - x 26.8 C'° \ 9 p 26.a ` _27- _ �9 COASSI3NE 0.5 FEET DEEP. s, �' Bc 25 f w ""�-` BUILDINGS AND PARKING LOTS. THIS � � 26.z x ��� 1 x� \ ?cAE�O S' 25.18 z� SEAE3 3. ALL SEEDED AREA WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND `a>� f f "'� EX. CB ~'�-� MATERIAL IS TO BE REMOVED AND = R) � z7a ��� � \ 5.5 \ MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO �x HOOD 25.25 TRANSFERRED TO A SITE WITH AN 2sa o /o // 3 y �y \� Ex. DETENTION t� w 4D INV. IN 20.38 / , 7 `. x 27.7 o I I \ POND DRAINAGE MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. � > 1 f APPROVED EROSION PLAN FOR � off � �� I EASEMENT 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON �' o INV.. OUT 20.33 PLACEMENT OF OFF -SITE SPOIL a D a:x z7.6 I \ COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES, EX, 18" RCP MATERIAL.��+ I VICINITY MAP 26.27 EX. 18" RCP N W / 1 I 0 TLET /p. EX. DI BC L� mf f / 27.3 FLOW x 27.6 r+ = 2l6 2 �, 5' STRUCTURE \ GRATE 24.83 25 x 5.16 2§t2 x24.7 bfff /� x x 27.2 PROPOSED GRADE�� s INV. IN 18.3 I EX. DI WOODED / x 26.9 r �r �E3 INV. 1N 18.43z 9 I! GRATE 24.48 Ill / % 27.4 2�J'S� f 2v c+ EROSION CONTROL NOTES INV. our ,8.23 Bc ir"Iv: our za$ rr 27 3 r2a.0 !f (4F) I� 26� x 27.& S 05 43 59 E r o ., 1 NO LAND DISTURBING ACTIVITY BEYOND THE REQUIRED TO INSTALL j fl� f11�"��� �� R=50.00' `� I �, \ \\ APPROPRIATE EROSION CONTROL MEASURES MAY NOT PROCEED UNTIL f I 1 f f � 26.81o�uFFERYARD 8"\ ' 77.47' (CH) �, 25.5 \ EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE STATE. II x2s.2 EX. STMN Ts'- `6' 27 x273 ! 2. SCHEDULING OF A, PRECONSTRUCTION CONFERENCE WITH THE EROSION L) W f i" RIM 23.98 +� � zs � , Ts 22.7 r EX, WE \ \ f I LRD x 26.s x 26.9 INV. IN 20.97 i� 24� x z 3 dETENTION11�1- CONTROL INSPI=CTOR IS REQUIRED PRIOR TO INITIATING LAND DISTUR131NG x 5.07 .f s INV. IN 20.97 5 B�.zS''` ' xPOND ACTIVITIES. FOR INSPECTION PLEASE CALL .{252) 946-6481. A 24-HOUR K 0 II x25.5 EX. STMH RENFROW PLACE�14 N . OUT 20.88 /i24.17 \ �* `�-- ` _ x27.s ti I \ 1I RIM 24.5i EX. / Bc 24.71 z7-__ y (60 R/W 35 B/B PUBLIC) EX. CB TRANS. NOTICE IS REQUIRED. I f x INV. IN 20.66 5� c \ , x z6.9 I I w ' f r INV. OUT 20.56 S 56'30'00" E 270.23' EX. HOOD 24.00 R W 25 T / + y TEMPORARY GRAVEL 3. SEED. OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES i WM / Ts' �4,Dg t A,8l CONSTRUCTION I � SUFFICIENT TO RESTRAIN EROSION FOR ALL DENUDED SLOPES WITHIN 7 z . 0 Ex. 8" WATERLINE 25.0 / ec rs ENTRANCE/EXIT I 25.3 \ /' DAYS FOR SLOPES STEEPER THAN 3:1 OR 14 DAYS FOR SLOPES FLATTER THAN 4:1 I f Bcr w w w w ec-w w Bc-w w Bc-W-Ts-23.97 I 4.s1 x� s� x2�.27 ---' N 34'50 37" E I �*24.76 -- _ ---� 24.44 24.25 24.16 BCC, Bc M M I BC 25.8E �� 26.6 �� x 27.1 x 27.3 TN21 r l 4. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL R=1170.00' '�---------_--`-----J= ----= - - ---- EX. SSMH M I 4a6 75 --- -, z7.1 __� xzs.s EX. FES \ / 41 3 - EX. 18 RCP EX, 30" CURB & GUTTER BC 2 -3 DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE 54.87' (CH) I ec RIM 23.99 r ec I II CLRD CLRD CLRD CLRD GLRO a CLR{) INV. IN 1$.65 / / \ 24. a xT5.6 26.1 _ �26� x 26.4 26.5 T5.4 26- ! / \ TO KEEP EROSION CONTROL DEVICES 1N GOOD WORKING ORDER MAY RESULT I L wr 24.76 24,50 24.32 23.g 23.E0 3.a9 INV• OUT 18.61 /, c Ts - xis_ - _---__ xzE6 I I C7 x 4.90 x 24. ©EX. M H 5 S -- -X- s 5 $ a S / 4M/j` ` " I r� ~ ~ 1 ` - -261 24.58 - _ 1 T a IN ISSUANCE OF A STOP WORK ORDER OR CIVIL PENALTIES UP TO $5000 Bc I II t„ cL D RIM 24:8D EX." SAN. SEWER ^•B /, s 2s.14 25 09 24.s2 x i5'3 s.o \ / „ .84>k I INV. IN 17.36 HOOD 23.99 O 25,21 _BC- 51--24.50 �24.32 25r24.30_24.56- - �'3 / PER DAY OF VIOLATION. SITES UTILIZING SEDIMENT TRAPS MUST ALSO SPECIFY N 33'30 00 E m EX. CITY OF NEW BERN 25.8 BC SILT NCE INV OUT 17 3 " Bc INV. IN 21.17 �'� p Bc x C 25 a1 I5 A MAXIMUM DEPTH OF SEDIMENT PRIOR TO CLEAN OUT. 5,15' a SS ------=_------------ - EX.EX.- _-- ----- -----_ _ _ - _�- \ I EX. 24" CURB & GUTTER(TYP.) IL_� If24.552`� \ �G 5. THE STATE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION `�°"'dl�ll" za. c' z4.a _ - '` ----- Qa.z4 EX 24.o z4.0c I I I I �_�= -- I �I Bc Corn EX. BC EX. tT EX. �� 25.29 25. 9 24 63 24.36 CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO �I I o wM "s 5s'30'Oo" E 300.5a' TOT wM'S ec t o E- cF� c Bc 24.74 Alec' �I Bc Iza.sra �c FOREBAY BE INADEQUATE. >`zz�ll WET It ANEL y r ( ) Co M'S cos / _ fl cP EX. CB4.ss / /� y CO1 I Fries 25.35 J25.18���'���� EX. 1$ R BC may/ I I 124.46� ABC I- f x 51 I 250.00' TRANS. ��� BC=25.17=NHL; 24.67 BC 24.56 y o i0 BUFFERYARD "B" EX. DI 48.99' BC Bc HOOD 24.30 BC \Bc 6. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE mN>» w ° LRD r r a ----------I' ��------- - -- --_ ----- ---- - GRATE 23.80-- ��'"�� EX. PAINTED INV. 21.33 STATE OF THE DATE OF THE LAND DISTURBING ACTIVITY. c)0zzo EX. MH2a.66 2 oxz5.6 x26.1 If xz5.9 r-rr EX. 24" CURB _& GUTTER(TYP.) INV-2i.65 HC LIFT AREA EX. ASPHALT o,-.^� RIM 24.68E (V r - -_--_� II II r-- _ _--_ _ _ _ - - - - st+------� \ (TYP) PARKING LOT 7. ACCEPTANCE & APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE xxacn3z II Ir-r T �I 11 II Ir-r r - r- r r j r__ LJiS INV. IN 14.34 X 20.00' I I I I E I I I I I--I-ii r--Tc�--I- WITH FEDERAL AND STATE WATER QUALITY LAWS, REGULATIONS AND RULES. IN �'===v INv. OUT 14.30j I P I I I I II II II II // I I I II I I I I I I i �� B�� _ �Ja I I I I I� JI '�__�' I I 1 I I « I I ! I ! I ll Jl I I 1I << rt II rl 11 lr �`" ADDITION, LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY TO OUTLET' STRUCTURE 2474 I I � r_____ _ � � S �;/ rr II I� �I I I II II I I 1 I I 11 �� ��+ _ .. / THIS LAND DISTURBING ACTIVITY. APPROVAL BY THE STATE DOES NOT SUPERSEDE TOP OUT II I Ir / -- cry r II II II ANY OTHER PERMIT OR APPROVAL. CLRD R �"- - INV. our za.� 1 ,, I I I _ I / F � 1 J__L_L_I�-��J_ / �24.75 I I B I I� EX. ASPHALT Ff Q , EX. 6.5' CDNC. WALK 8. PLEASE BE ADVISED THAT A RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS ec /7f I z. s I PARKING LOT �e �+ SF , \ , 25.04 / 13 I /� '� /� / v �� - -� i t EX. ALONG WATERCOURSES IN THE NEUSE RIVER BASIN BECAME EFFECTIVE ON JULY Bc II I I r Ae 'F // \// /�SGN(TYP I �L=-� DETENTION =�U Ex. / / 25.56 ��� II II Imo- i� =T=�� ,��� f=� �'� i �� !y 0�%(�/i/ o / \ �- _`\ �I POND 22, 1997, A TEMPORARY RULE TO PROTECT AND MAINTAIN EXISTING BUFFERS,_- ALONG WATERCOURSES IN THE TAR RIVER BASIN BECAME EFFECTIVE ON JANUARY 1, 2000. THESE RULES ARE ENFORCED BY THE DIVISION OF WATER QUALITY DWQ . 1 w_--_-_�' ( ) I I DIRECT ANY QUESTIONS ABOUT THE. APPLICABILITY OF THESE RULES TO YOUR PROJECT {' d I IQ I I I I� -_ I� ~_ II I� }®--®-}-® -/ 1�+=+=++ r- ,�/ �F SHOPPING CENTER I II II / I II II / TO ROBERTO SCHELLER, WASHINGTON REGIONAL OFFICE, AT (252) 946-6481. IIx II I I�- _ -� II II I I I I I I I 1 I� I I I I I I I Ex. /'�� NOTE: BRIDGE EXISTING 9. THE STATE RESERVES THE RIGHT TO ENTER AND INSPECT ANY PROPERTY W CLRD i 1 25.oi CURB &GUTTER WITH 25.92 �� I I I- �-� Il JI I I I I I I I I �_� I I I I I I I co `u,/ CABC TO PREVENT WITHIN ITS JURISDICTION FOR COMPLIANCE WITH THE SOIL EROSION AND FXB `\ � z1. 4u77 I I I I i _�l � 0 -- ��-' IEx. , CRACKING FROM HEAVY SEDIMENTATION CONTROL ORDINANCE. FH I I 11 co �x. CONC. EQUIPMENT. \ i -__ �I / / TWIN RIVERS MALL z5.a9x EX. 6 c� 1! I EX. DI WHEEL STOP � S �/ I \\ 10. MAINTAIN EROSION CONTROL MEASURES AS NECESSARY. 50BENCHMARK BC 1\ WATERLINE f�,�3 I I L-�� --�--- (NP) ?+ �\ 4 I I / 0B 1583, PG 343 \�,I I I IW I I I �� HOOD 24.30 SEAL �� ALC+ �' / r- TOP OF BONNETT BOLT 1 I I I - , ` �r INV. 21.77� S�cR ` - _ OVER MAIN PUMP I f--#-� ,�� w ,-\\ �T CONNECTION ON EX. FH 11yI I I I #Ip I I I I I I I I I F / EX. WET I // /• ELV. 27.36 c u nrn 1 3 I IX, CB t Ex �� I I I I f �I F DETENTION. 1 I EX. FES. SEEDING AND MULCHING SCHEDULE PER ACRE NGVD 1929 0 a.N I I I HOOD 24.40 -- I- ;, „ I I I I I I I I I I I I I i I -�, rr ,O� '� /V PONd _�__ rE1ooDCB4.5o\�I,I / Coo m �I I II INV. 21.95 �� II I� - �I IE r-� f, \ IN`J. 21 16 / .1. .r ed c; 458 MNZ B 24.5 �- - � / , / / i �T �. THE KINDS OF SEED AND FERTILIZER, AND HE RATES OF APPLICATION rn 0- 21. 1 x11 �� ��-_------;� II II ( F II 11 nrzz•- X•a> I 3 (( } II II I i I I I I a I II II I I I I II 'i /O//i. �e , / 1! ! /.C, Dos / OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW. - W=Z� I - l + 1 JI 3 J� l // / / �� 'p I / O. i,� DURING PERIODS OF OVERLAPPING DATES THE KIND OF SEED TO BE 0°"'» I I `� _ _ _ _ _ �� `1 `' I I I I I I I I I I I �% c, / / `� - ll / / / �/ / -- 1 LEGEND U,zza EX 18' RCP I II \ r 1T USED SHALL BE DETERMINED BY THE ENGINEER. n. ..Z I I " I HC EX. PAINTED AINTED N \ /� EX. 2-STORY IMAGING & ov, w I j I I o a ONCOLOGY CENTER 1L U� art! EX. 24" RCP /^ yr I I Q I EX. ASPHALT rr LIME. .2 TONS/AC I I °0°-- w / ` cur / �o o EIP = EXISTING IRON PIPE I o m II PARKING LOT (TMP) X / ! O / 10-10-20................................. .1,O0o LBS/AC I 1r-�` �� ----�� "� r / /� / SIP = SET IRON PIPE 10-10-20... I `` r�----r- Jy -� r1 / 0-20-0 .500 LBS/AC I I I w a 1 I 1 �� // 11 ( �_ __ i �/ '-� / \ r / / r'' MH = MANHOLE STRAW MULCH . .......... .... .... .2 TONS AC AFTER SEEDING LRD r w BC I 1 L- �� I I I I I 1 ` /` / CANOPY oG ri! / M8L = MINIMUM BUILDING LENS / ( BC 4.41 w i / ASPHALT TACK. .200 GAL/TON OF MULCH 24. 42 li � 24.3� o ! 24. I 1- J--- -L J �` I ' 1 � o \ . EX. GB �� / +'- - - . CANOPY 19p �� > / HOOC 24s0\ Ill / / R/W = RIGHT-OF-WAY R 31 ¢ �a w�� o m lam 1- --� EX. 6' CONC. WALK a \� - -_--- L 1� -- _ ��\\� INV. 21.30 j/ / / PP = POWER POLE JANUARY 1 DECEMBE _ INV = INVERT 50# TALL FESCUE c) 5 jj w I W \ _ w +"� I I l Ili-- I O d�-- ��EX. HC ` ,' �\\+. �\\I //l~�\ / / / / 10# CENTIPEDE o �I i z r I �J RAMP �P) ------i_ - \/ / SIGN(TYP} / �� �� / / / CB - CATCH BASIN 91, 10 BERMUDA GRASS L �I I 0 1 i - �- - - -- � �� / `� __ -' / / /' FES = FLARED END SECTION 500 FERTILIZER `° � �i i I � I I-- SIGN nP ' \ %�� ��x TC W TOP OF CURB 4000# LIMESTONE I�x CLRD �I ! z. °7 y ` APRON TYP ` � I ( ) L � - - � / / � � I ,` � � ` l � / Ex. i 0 CONC. TB =TOP OF BANK w I L _ - a \ EX. ASPHALT _ / ( ) j �i f J FOUNTAIN C / `�`\� `��� PARKING LOT ��' / / / ' C/L CENTERLINE I I c� / \ti �;� ' RCP = REINFORCED CONC. PIPE SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS: x1 I I ¢ I r -� --I o \ \ �` r, \ Ex. 1o'x10' CONCRETE wll ¢ cv I I I `�, TRANS =TRANSFORMER JANUARY 1-"DECEMBER 31 Bc I I� I f I \ /P, \ /% - e' DUMPSTER PAD sa I X L-�� -- I \ \ \, �/ / / W/SCREENING FENCE FH = FIRE HYDRANT 75 TALL FESCUE EX. EX. 6" I i a I a / ? � A \ <v / ( ) a w I � - � I � � Gi"c�` � � t EX. PAINTE \ x � � TYP / / / BV = BALL VALVE # FH WATERLIN£ x I \ / . \ / HC (TYP) AREA ~� WHEEL 05TQP \ c,� / / GV GATE VALVE 10 BERMUDA GRASS W u, v FFE = FINISHED FLOOR ELEVATION liw I--- 3 I I \ G \ �` \ J # d r BC ,',{I I w r I I j I U EX. 2-STORY FAMILY rr - T ; _- - �� \/ I h A, /x� \ / / 500# FERTILIZER zs.29J(/ I I 113 I I z PRACTICE I I I I I t 3 \ c,` �\ '/ ��\� yam/ \ (TMP) \. �/ / LP = ON 4000# LIMESTONE ac ' I I I I I° I I-- . t 12- 25..75 � � CLRD I I B Imo - - i. I I E \ I U �v+/ ' ` `\ �C \ \ \ Jam/ LIGHT POLE '�-'� oC2a.83 2 . 1 I n --. I z ,� �� �\` \ . ; c/ ve/ / /' /: B/B = BACK OF CURB TO BACK OF CURB �= TEMPORARY SEEDING II 11 I , 1 I -_=�8 \ e __ ,� �� �� \ ry . / /• CH =RADIOS COOL SEASON PLANTED BETWEEN 15 AUGUST AND 15 APRIL > { I I I ! -� I CANOPY I I I z.�; /� \ \ �', 120# RYE GRAIN (NO RYE GRASS) 1 o �l I I I I II-- ___ I _ - /_I ,\ \F� \ �/� \ ���� + / / /' TPED = T€-LEPHONE PEDESTAL 7i t \ > /�� / / TVPED = ELEVISION PEDESTAL " fn I I 11 !� EX. 6.5' CONC. WALK "WARM SEASON PLANTED BETWEEN 15 APRIL AND 15 AUGUST k�\ oII I IIn ___ EX. 6.5' CONC. WALK 65# GERMAN BROWN TOP OR FOX TAIL MILLET 25.66 "'i I I I I (I I --- --r-T- I I ---f / - \ �`\ \� J�/ / �J CO CLEANOUT i Bc XI I I y` IL ti� I I I I I I CANOPY i-.T-�_�- I- �LLT-II IL _ I \-�� , \ / / _ ! \ /oa / EBOX = ELECTRIC METER BOX w iF' ~� Jl i I I I I I I I I I I I II �� I -,'/ \ y� \ \ \/ / /� wv =WATER VALVE 25.3 t`1 za9° - - _�'.�___=' / / / EIS EXISTING IRON STAKE HC LIFT AREA \ / EX. 12'X53' \ �/ / - EIS CENTERLINE OF DITCH r I I Ex. HC EX. PAINTED - _ _ _ _ _ _ ti I I RAMP (TYP) EX. ASPHALT CONCRETE PADr- 10' MAX, WITH WIRE m I PARKING LOT (NP) EX. 10' CONC. 0 6' MAX. WITHOUT .WIRE EX. MH 13 I EX. 12'X88' APRON (TYP) v U za$a RIM 25.00 I EX. CH /� CONCRETE PAD \ / MIDDLE AND VERTI AL WIRES J Bc I INV. IN 15.44 I HOOD 25.00 j ,� _ _ _ _ _ _ _ J �� IX. CB v + i IX, CB / Z I INV. OUT 15.38E I I I INV. 22.40 I I I I I I I I (HOOD 24.50 I rr ) I I I i I I I HOOD 24.50 f r ~ �� H00❑ 24.50 C /ti� A�} SHALL BE 12 1/2 GAGE MINIMUM Q m II II I / I II I I I I II II fj }I r-_-�-_-- iI �I IIINV. 22.1Z I II ` n �% II II I I INV. 2I,.74i II INV. 2,.69 / O� p I�I� I ! L_L_L_1_�- L-� i IL----L----1---_� EX. 15" RCP EX. 24" CURB & GUTTER P.) EX. 18" RCP /°,I " III WOODSLINE 10' BUFFERYARD "C" / DISTURBED AREA = 1.790 ACRE_ S \ 25,03tK11 25.23CLRD��,„,TOP AND BOTTOM STRAND 0 m I N 56'30 00 W 568.91Ix EX. 18' RCP � SHALL BE 10 GAGE MINIMUM m } I x26.o EX. 1lUMl'STER01NAl?ETE 1 \\\\\\ f€ BC W/SCREENING FENCE INV. 22.20 WOODED (TYP)Ps.,, x25.37 a I 40' 20' 0 40' 80' 120' C n O a a WIRES FILTER FABRIC FILTER FABRIC NOTES: WIRE SHALL BE A MINIMUM OF 32" COMPACTED F IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE ENGINEER. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE. SILT FENCE DETAIL EXTENSION OF FABRIC AND WIRE INTO FABRIC 3" IN. Z I CLRD ---^�_ o I WELLONS CENTRE --I NEW SiAf91LITA71U14T13NEFI�RMEB W o I f I PHASE IV I //� ,SITE AREA DESCRIPTION STA91LI7A7faN 'ffMEFRANE EIiCEPtIUNB PLAT CAB. G, SLIDE 178-0 " - - - / DB 2128, PG 713 O. Perlmelar tllkes swales, ditches slopes 7 days Nane // ��\11iME I I I I III►/� W L- 2-3" ." COARSE AGGREGATE CONSTRUCTION ENTRANCE/EXIT .DETAIL BEFORE YOU DIG..,.. Call 48 Hours Before You Dig! 1-800-632-4949 'L SEAL" r^ GRAPHIC SCALE: 1" 40' SHEET 1 OF 1 GRADING & EROSION CONTROL PLAN COASTAL CAROLINA HEALTH CARE WELLONS CENTRE, PHASE IV, LOTS 4B-4E & PHASE V, 5A-5E REFERENCE: PLAT CABINET G, SLIDE 178-G AND PLAT CABINET H, SLIDE 2•-G OF THE CRAVEN COUNTY REGISTRY CITY OF NEW BERN, TOWNSHIP #8, CRAVEN COUNTY, N.C. OWNER: CCHC PROPERTIES, LLC ADDRESS:P.O. BOX 12248 NEW BERN, NC 28561 PHONE: (252) 514-6685 LICENSE# Baldwin Design C-34a, DESIGNED: MWB APPROVED: MWB Consultants, PA DRAWN: JJB/NRW DATE: 07/29/15 SITE & SUBDMSIDN DESIGN - SURVEYING - PEANNINO 3740-B EVANS STREET CHECKED: MWB SCALE: 1" = 40' GREENVILLE, NC 27834 252.756.1390 -. --- r i f 'I ! 1 I 1. f:, y 5 + + i r •r ,.. $ + s + ' 01! I+', +! S 1 }.�. I IrAiry r i I I ',