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Home My WebLink AboutSDP199400063 Plan - Approved Preliminary Site Plan 1995-01-200 63/ 01109011111 "=2000' • i � � sty � � j-%ji III U.S. RvuTE 29 NORTH AND BRANCHLANDS BOULEVARD OCTOBER 28,1 994 REV/SEO _. .glul 2 0 , / 9 95 _, Professional Cor a Engineerst Land PhumersChailottesville, Virginia 12. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SHEETINDEX COVER SHEET 1 SITE LA SHEET EROSION CONTROL PLAN SHEET 3 NMI ariiy R. �aie� C rt. No. 1727 NO. 94-0174t APPROVAL, !_ REPT OF PLANNING VIRGINIA DEPT. OF HIGHWAYS & COMMUNITY DEV. DEPT. OF ENGINEERING VIRGINIA DEPT. OF HEALTH a DEPT. OF ZONING AL13EMARLE CO. - SERVICE AUTHORITY ALBEMARLE COUNTY FIRE OFFICIAL a COUNTY OF ALBEMARLE GENERAL WATER AND SEWER CONDITIONS DEPARTMENT OF ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS REVISED: March 1, 1992 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVWE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 1. Prigir to commencement of any construction within any existing public right-of-way, including cou ection to any existing road, a permit for said construction shall be obtained from the Virginia 2. TME LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORD ARE NOT De artment of Transportation (hereafter abbreviated V.D.O.T.). NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND 2. All paving and drainage related materials and construction methods shall conform to (current LINES AND STRUCTURES AS NECESSARY. specification and standards of V.D.O.T. unless otherwise noted. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER 3. ErSion and siltation control measures shall be provided in accordance with the approved erosion CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUINTY SERVICE coi trol plan and shall be installed prior to any clearing, grading or other construction. AUTHORITY ON JANUARY 20, 1983, AMENDED JULY 1, 1989. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. Maximum aillowabie fill 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. or ut slope is 2:1. Where reasonably obtainable, lesser slopes of 4:1 or better are todbe achieved. ; 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-$00-552-7001). .5. All drainage inlets shall have a 2 -inch local depression. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED 6. Pa ed, rip -rap or stabilization mat lined ditch may be required when in the opinion of: the FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE; All County Director of Engineering, or his designee, it is deemed necessary in order to HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. sta')ilize a drainage channel. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE 7. All traffic control signs sh4fl conform with the Virginia Manual for Uniform Traffic Gontrot DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEP-r WHERE "KHE LINE IS Devices latest editions IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT, IN WHICH iCASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. S. Un ess otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 8. Y MINIMUM SEPARATION REQUIRED BETWEEN WATER LINE AND STORM[ SEWER CULVERTS 9. All excavation for underground pipe installation must comply with OSHA Standards for tine OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THE, RMA -CEL PIPE Co istruction Industry (29 CFR Part 1926). INSULATION IN Y X 4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUALLY APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTENID 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN In addition to the above notes, the following statement must be included on all site pians which require PARALLEL. V.D.O.T. approval. The statement must be signed by the developer of the property prior to tentative site plan approial. 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUN'T'Y SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1 3/4" ]HOLE TAPED INTO W� the undersigned developer(s) understand that approval of this planby the County✓ of THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS Albemarle does not necessarily indicate Virginia Department of Transportation (VDOT) approval FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. of he pian. Approval of the plan by the County does not in any way relieve me of rrny res onsibility in obtaining final VDOT approval prior to the issuance of budding permits and/or 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE of occupancy. DITCHES. 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDIED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CIERTIFICATION SHALL 13E SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL, STATE THE EXACT DEVELOPER DATE AREA THAT THE CERTIFICATION APPLIES TO. 12. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SHEETINDEX COVER SHEET 1 SITE LA SHEET EROSION CONTROL PLAN SHEET 3 NMI ariiy R. �aie� C rt. No. 1727 NO. 94-0174t APPROVAL, !_ REPT OF PLANNING VIRGINIA DEPT. OF HIGHWAYS & COMMUNITY DEV. DEPT. OF ENGINEERING VIRGINIA DEPT. OF HEALTH a DEPT. OF ZONING AL13EMARLE CO. - SERVICE AUTHORITY ALBEMARLE COUNTY FIRE OFFICIAL a MITE DATA LEGAL REFERENCE: PART OF TAX MAP 6:I7 --3-1l SOURCE OF TITLE: O.B. 1018 P. 560 OWNER: FOOD LION P.O. BOX 1300 SALISBURY, NC 28145 COI\TRACT PURCHASER/DEVELOPER: APPLE SOUTH, INC. HANCOCK AT 10SHINGTON MADISON, GA 30650 CHARLOTTESVILLE MAGISTERIAL DISTRICT SO RCE OF TOPO AND BOUNDARY SURVEY: HOWABUSH, GALE & ASSOC., INC. 7-01 TNG- PUD THIS SITE LIES WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT REQUIRING A CERTIFICATE OF APPROPRIATENESS FOR SITE PLAN AND SIGN SETBACKS: BUILDING PARKING FR{ NT 30' (ALONG R/4'S) 10- (ALONG R/W-S) I 5 IfEr Er- 30' (ALONG RA'S) 10' (ALONG R/W'S) RE; 0 01 PA KING SCHEDULE: 49 5 GROSS SQ. FT. @ 13 SPACES/1000 SO. FT, 65 SPACES REQUIRED 89 SPACES PROVIDED PRPOSED USE: RESTAURANT LAND USE SCHEDULE: BEFORE AFTER BUILDING 0 0% 4,985 S.F. 7% OPEN AREA 70,088 100% 30,724 S.F. 44% PA�ED AREA 0 0% 34,379 S.F. 49% TO�'AL 70,088 100% 70,088 S.F. '100% NOTES: -PAVEMENT SPECS: 6" OF #2,-Ia BASE STONE 2" OF S-5 CG -6 THROUGHOUT EXCEPT AS SHOWN -THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED -A L SITE TO BE DIRECTED SO AS NOT TO SHINE 0 ADJOINING PROPERTIED' r AND LIGHTING SPILLOVER 0 11�1 ('�ITO PUBLIC ROADS IS NOT TO EXCEED ONE-HALF /2) FOOT CANDLE -HORMWATER DETENTION IS ACCOMPLISHED WITH EXISTING BASIN @ SOUTH SIDE OF TOTAL DEVELOPMENT -SITGN LOCATION TO BE DETERMINED AT TIME OF PERMIT APPLICATION !GN IS 10 BE PROVIDED WITH ELECTRICAL CONDUIT FROM BUILDING - ACKFLOW PREVENTER ON FIRE LINE TO BE LOCATED INSIDE BUILDING IN MECHANICAL ROOM - HIS SITE IS LOCATED IN THE ENTRANCE CORRIDOR OVERLAY DISTRICT -THIS PROPERTY SUBJECT TO ZMA-88-07 BRANCHLANDS .-DUMPSTERS ARE TO BE PROTECTED WITH THE BUILDINGS FIRE SUPPRESSION SYSTEM N7I� JLF,5,' N cm cc cri N \x X -/v l TO ACCOM7Z- BRANCH.NDS BLVD. c�3 0 -G EXIST. GAS LINE S G 50103'18"E 280.39- G G a. eR\ N7 - 7L 7. 1,t-1:5 T17Z Z 7ZeF z � LAMP POST (typ)" PROPOSED p 6- —7 4- u, -ZI --7 m Lr1 Lf-) .1 Lie m rr) J Y� a"916"-J,41�929zz-- _j �-)0A 41 cn -jj v 2E0. r -D :n C W� /V). >< V-7 /- - I CD �o cc _r D— - v E20 LLJ CD ------- x X j Ln 7. Y" m �o cc cn 7. - EXISTING • \�ARK TNG AREA Ln cr) f -h Ln Lf-) L" CD nx A W I—N 3: 4 'ttt, L BM: TOP OF CURB LIJ Uj u 3 X. I "I I c) if) r \ I 1 ) ! 1 .90 I Ln ELEV, 433.62 Ln M., cr X1 m (lj U) x df m . cr) X ----------- N- Lu N \ w CAJ CD LL 9' x 18 - rt cr 15z- vz�`, SPACE:(TYP) c ry i It CL w NK\CD m - ---hT U LjJ cr- c n --- =D cn m CL C JEL N) '2) LT uF 24 A THVELW Y Ln XA, CL U) Lu CD cc A TYP) QD 0-1 (3 -D r-rj -LJ c LJ Ln L L -IJ j L0 Isr) Lu cr) (D 0i J)r. - I . r--) :�-- - Q—_ CoAlc j /z�)z: f X-� r Li- m --- CD cn n— Lu cc: W . . 11 cl- /tz. rr 5 All M, 80 EXISTING 33.6, STORM SEWER STORM JR, Tc CD 7 if C 0 4-3 3. .z D LL Cc CD h. 2: k, STD r JfF V-�,�- Dlq- -5 Moo GAL. GREASE TRAP 'I E 4 c1ri m Nn a "Od 3 L11-3 PROP L)UMPST0 PAD YCL DA; DUMPSTER s o. i RAS 6 SA PI. s s —7)1 I A, < FENCED AREA 71 '1w r -n CD x m m -n>< Lij ROPOSED < >>I L TRANSFORMER jrl 7To co uvEc7 Tc� - j 1A C) co CD cn cr) cr) P z A �X X, Z. 3 �1 280. 3EY CURB CUT x PROPOSED D). 1. IT N. i FOOD LION C) TMP 61Z 10' GRADING NE:PU Z D: D r-5 IV9 7. cn N\- z . Marilynn R. Gale Cert. No. > 1727 lgNo 20;v, /o'v I I SURI FOOD LION N j 4 oo- 75i-�T- -6- 0 6D IAZZ5 N 4-40 - 430- 7-0 430- W U TMP 61Z 03 ZONED- PUD 0,� 1 4 ,v7,9111-17411-1 --3'' 41211t1 Co --/90 1-1-114'Z7- z /4/1-1c- /0, v REVISIONS 12//0/9 OCT =O�IT E 19 9 ZI 28, SCAT 1-;�E 10 coN-rouR INTERVAL i FEET -T 0 Ec )o Fr r\j < > LIJ � ul Ciz cc > 0 f -) cn 0 Cf] 0 < Lu > c-) En ca 1 4 U-1 :7 I (j 0 0 D < CT) u (1) 00 r -T- -E- 0 U-) m 0-3 cc < L1.1 z If 10 < - I 0 Lu n z 0 z LLJ -i REVISIONS 12//0/9 OCT =O�IT E 19 9 ZI 28, SCAT 1-;�E 10 coN-rouR INTERVAL i FEET -T SHEET �3 L FILE NUMBER 7672 Ec )o Fr < > LIJ � Ciz (Pi0 Lj- fJ f -) Ll 1 0 W -j mr—T- cm Ltj w cn E)- D SHEET �3 L FILE NUMBER 7672 SIFE DATA LEGAL REFERENCE: PART OF TAX MAP 617-3-11 SOURCE OF TITLE. 0 B. 1018 P. 560 OWNER FOOD LION P 0 BOX 1300 SALISBURY, NC 28145 CONTRACT PURCHASER/DEVELOPER APPLE SOUTH, INC HANCOCK AT WASHINGTON MADISON, GA 30650 CHARU-)FTESVILLEE MAGISTERIAL DISTRICT SOUICE OF TOPO AND BOUNDARY SURVEY ROU3ABUSH, GALE & ASSOC- INC. 70N[N(', PUD c r TIHIS SITE LIES WITHIN THE ENIRANCE CORRrOOR OVERLAY DISTRICT REQUIRING A CERTIFICATE OF T APPROPRIATENESS FOR SITE PLAN AND SIGN )N SET3MCKS: BUILDING PARKING FRO IT 30 (ALONG R/W S) 10 f , ALONG R/W Sj S I D 30 (ALONG R/W S) 10 !ALONG RI/IV 5) REAU% PARKING SCHEDULE: ,10C,o r,i)O r T FT @ 13 SPACES/ 49E5 GROSS SO F 65 SPACES REQUIRED 89 SPACES PROVIDED pRCp0r,:),,I-D USE: RESTAURANT LAN) USE SCHEDULE. BEFORE % AFTER BUI-DING 0 0% 4,985 S F 711t OPEI AREA 70,088 100% 30,724 S F 44% PAV:D AREA 0 0% 34,379 S 'r' 49% TOT L 70,068 1000% 70 088 S F 100% NOT -PA 'EMENT SPECS: 6 OF #'(--".!a BA _..!'ONE Or EXCEPT AS SHOWN TED T THI A N A R"_ERV'_"R WA"RSHEE --! I S � I " " LOL, 1: �j �.)± III .-AL - L 16H TI 1 NG TO BE DIRECTED SO AS HCF TO SHINE ON ADJOINING PROPERTIES AND LIGHTING SPILLOVER ONTO PUBLIC ROADS IS NOT TO F'X('FE-'0 )NE -HALF ;1 '2) FOO' `-ANDtF ST)AMWA1'[,, "A j![:_ 1417H EXISTING 6A r1 0 Du011i Sl'ClE. OF T AL DEVELOPMENT I I , F E - A' _N' -SI�N LOCATION TO BE DETERMINED AT - IME jr, PRM 1 r APP!_ !, 7� 1) SJGjN IS TO BE PROVIDED WITH ELECTRICAL CONDUIT FROM BUILDING -BACKFLOW PREVENTER ON FIRE LINE TO BE LOCATED INSIDE BUILDING IN MECHANICAL ROOM -THIS SITE IS LOCKrED IN THE ENTRANCE CORRIDOR OVERLAY DISTRicr -TR IS PROPERTY SUBJECT TO ZMA-88-07 BRANCHLANDS - m mpsTERS ARE TO BE PROTECTED WITH THE BUILDINGS EIRE SUPPRESSION SYSTEM SC ILS ON nus SITE ORIGINALLY WERE (9 s) WEHADKEE su LOAM AND (34C) GLENELG LOAM THESE HAVE BEEN PREVIOUSLY DISTURBED BY GRADINCi. BLOC_ AND GRAVEL DROP LIVLET SED1jVJEiVT FILTER WIRE SCREEN CONCRETE BLOCK SUN K i ---------- GRAVEL* FILTER WIRE SCREEN FILTERED WATER OVERFLOW 2AT i7 NMI 1:, viirH GRATE tSEDIMENTDROP INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION 13 APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHEPE AN OVERFLOW CAPACITY 13 NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. M 0j C10 I BHANCHLANDS BLVD, eoP N11 11 EXIST GAS LINE 550'03'18"E 280 39* EA,jSj'jNG blu 61 _77 -2 LAMP POST (tyo) Op"OSE, , �, �`� 01 BL 0 CK & GRA VEL CURBN p SEDIMENT FIL TE. CURB INLET WIRE SCREEN CONCRETE BLOCK —GRAVEL FILTER RUNOFF OVERFLaW WATER WITIi ED WATER SEDIMENT '� T -M-1 I ff f 0 T -IF SEDIMENT �im1 ijp1m�^n 9 ' {I I WIRE SCREEN 2' X r WOOD ST CURB INLET SPECIAL APPLICATION THIIS METHOD OF INLET PROTECTION 19 APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PRIEVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE 11 A: >< LLJ LLJ A� Uj A V) CD r I) rr. u"J [-y- CD CE: x 0. F TING -XIS PAARKING -A �x% 'K t Z�j y x 'X Y' 0 7 N, M 7- _�i�9AIA Z-6 7 J) 29 �19CCI:5� --Z-OLv REVISIONS SPACE ijilp _-1201�15 CO- C0112AI). Olt CD LL_ U_ LtJ rT- rj,) G. (a _7 C C -E ch N, > 2 4 CC Lij (-r) Lf C) LLJ C) CC T RA 1i E LW, r J) A w R) N ULJ 00 _jr", Cl (f'OAIC v �0CO 7-/OvFT, Cl 7-6) F OATE EX T i NG c rill SEWE"T JA M. I I IC)95 STORM GOTr p A — ----- CD 21 7�e 1000 GAL ;Z0 . -, __-, — SCALE SE TRAP GREA 1_5 /(_/0 7- 7-0 X A Ij CYCLI PSTER DUt4 MPSJ�P PADPAD SA 6' N x I 1x x < CONTOUR INTEHVA_ 7-EW NCED AREA ( cr- CD, Ij)� X-: cn, UJ 7- U -5'_5 zc__-LZA1)7 N TRANSFORMER Ljj r z > C) C9 x N_ F .. ..... -000 LION N N50 *03 18-W 280.38 TMP 6 1 Z 0) -11 PROPOSE GRA611% `1�4 f ZONED' PUD Z_ 7:.5' 0'r-_ (5-Z z�54RIAA_15 z4RI /0 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -1: Unless otherwise indicated, all vegetative and structural erosion and RJ 0 CD U to inirtimuln standards and speQificatiohs of the Virginia Erosion and C\J aqdirilenLCor�trol Hand ook avid Virginia Regulations VR 625-02-00 Erosion and Sediment Control RLegulatiolls. co U n < > 0 0 Construction conference, one we(ek prior to Oie.�onmieiieement of land 0 1 IIJ > U (f) Ca LIJ the first step in clearing. U-1 0 2 0 1 ES -4: A copy of 'the approved erosion and sedirneii coirtrbl plan shall be Cf- < maintained an the site at all timces. TMP 6 z 0 �� i 4 fiLi cn ES -5: Prior to cornmeheing land distturbing a^tivitlesIn areas other than T 70NED PUD CC 0 waste areas), the Contractor shall submit a_'sw }Aerne',ztasy erosion control Marilynn R. Gate M (n co cc < Cert. No. Lij z cri z 1727 rT- LLJ < _j 0 Lq n Ff- determined by the plan approvinIg authority. Z < Ljj - I 0 7 N, M 7- _�i�9AIA Z-6 7 J) 29 �19CCI:5� --Z-OLv REVISIONS SPACE ijilp _-1201�15 CO- C0112AI). Olt CD LL_ U_ LtJ rT- rj,) G. (a _7 C C -E ch N, > 2 4 CC Lij (-r) Lf C) LLJ C) CC T RA 1i E LW, r J) A w R) N ULJ 00 _jr", Cl (f'OAIC v �0CO 7-/OvFT, Cl 7-6) F OATE EX T i NG c rill SEWE"T JA M. I I IC)95 STORM GOTr p A — ----- CD 21 7�e 1000 GAL ;Z0 . -, __-, — SCALE SE TRAP GREA 1_5 /(_/0 7- 7-0 X A Ij CYCLI PSTER DUt4 MPSJ�P PADPAD SA 6' N x I 1x x < CONTOUR INTEHVA_ 7-EW NCED AREA ( cr- CD, Ij)� X-: cn, UJ 7- U -5'_5 zc__-LZA1)7 N TRANSFORMER Ljj r z > C) C9 x N_ F .. ..... -000 LION N N50 *03 18-W 280.38 TMP 6 1 Z 0) -11 PROPOSE GRA611% `1�4 f ZONED' PUD Z_ 7:.5' 0'r-_ (5-Z z�54RIAA_15 z4RI /0 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will bee constructed and maintained according to inirtimuln standards and speQificatiohs of the Virginia Erosion and aqdirilenLCor�trol Hand ook avid Virginia Regulations VR 625-02-00 Erosion and Sediment Control RLegulatiolls. ES -2: 1"he plait approving authority rnu%t be notifi,:J one week prior to the pre - Construction conference, one we(ek prior to Oie.�onmieiieement of land disturbing activity, and one week: prior to thf.,'fiima I Inspection. ES -3: r111 erosion and sediment control measures arf.. tiO.be placed prior to or as the first step in clearing. ES -4: A copy of 'the approved erosion and sedirneii coirtrbl plan shall be FOOD LION maintained an the site at all timces. TMP 6 z 0 �� i 4 fiLi ES -5: Prior to cornmeheing land distturbing a^tivitlesIn areas other than T 70NED PUD ed oil these plans (includiing, but, not I! _�rjjed: to,, off-siteborrow or indicated waste areas), the Contractor shall submit a_'sw }Aerne',ztasy erosion control Marilynn R. Gate 2 plan to the owner for review and mpproval by plan ap'p'yovingauthority. Cert. No. > ES -6: The contractor is responsible fo)r installatio:rof anyadditional erosion 1727 control measures necessary to 1prevent er..��:an .gnu $euirneirtation as determined by the plan approvinIg authority. ES -7: All disturbed areas are to drain to) approved Pdiment control measures at SURI all tittles duri#g land disturbing ac=tivities and I -luring bite dwelopment until final stabilization is achieved. ES -8: During dewatering operations, vvater will b.-I..pumped iato an approved filtering device. SHEET ES -9: Tice contractor shall inspect all efrosion,rmitrol measures periodically and 23 after each runoff -producing rairnfall 6/ent. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. FILE NUMBER 7672 t" THH-Bo' Fll.,.AN IS O FOR EROSIN AND SEDIMENT CONTROL ONLY