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HomeMy WebLinkAbout17-02 Rich Products - Dry Storage & Process Addition - Stonewall - BackfileLd z 0 g z 0 } m v 0 L;j N N N \ 0 Gj 1. PROPERTY INFORMATION RICH PRODUCTS - DRY STORAGE AND PROCESS ADDITION PROPERTY OWNER: RICH PRODUCTS 801 N. KENT STREET WINCHESTER, VIRGINIA TELEPHONE: (540) 667-1955 APPLICANT/AGENT/ DEVELOPER/DESIGNER: THE STELLAR GROUP 2900 HARTLEY ROAD JACKSONVILLE, FLORIDA 32257 TELEPHONE: (904) 260-2900 2. TAX MAP PARCEL NUMBER 54-A-60 AND 134-1-J-1 A NOTE: LOT LINE BETWEEN PIN 134-1-J-1 A AND 54-A-60 WILL BE VACATED PRIOR TO ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. 3. DATE SHOWN IN TITLE BLOCK 4. NORTH ARROW SHOWN ON PLANS 5. SCALE SHOWN ON PLANS 6. LEGEND SHOWN ON COO 7. SITE BOUNDARY SHOWN ON C100 8. PRESENT ZONING M-2 HEAVY INDUSTRIAL 9. VICINITY MAP SHOWN ON COO 10. TOTAL ACREAGE OF PARCEL TO BE DEVELOPED: 0.35 ACRES TOTAL ACREAGE OF PARCEL: 4.275 ACRES (CITY) 134-1-J-1 A 1089 ACRES (C0� 54-A-60 8.364 ACRES Fti Ic I I PROPOSED BUILDING EXPANSION MAGISTERIAL DISTRICT: STONEWALL DISTRICT CURRENT ZONING: M-2 11. PRESENT USE: MANUFACTURING BAKERY PRODUCTS PROPOSED USE: MANUFACTURING BAKERY PRODUCTS (SIC 205) 12. CONTOUR LINES AND ELEVATIONS SHOWN ON C103 13. SETBACKS: FRONT - 75' SIDE & REAR - 25' 14. FLOOR AREA RATIO = 87,045 S.F. = .24 8.364 ACRES 15. EXISTING BLDG. HEIGHT = 35' PROPOSED BLDG. HEIGHT = 35' 16. NO DWELLINGS ON SITE 17. NO EXISTING ENVIROMENTAL FEATURES ON SITE 18. STREETS AND RIGHT OF WAYS SHOWN ON PLANS 19. VEHICLE ACCESS POINTS SHOWN 20. PARKING SHOWN ON C101 (200 EMPLOYEES) (3 SPACES) = 150 SPACES REQUIRED (4 EMPLOYEE) 6 HANDICAP SPACES REQUIRED AND PROVIDED TOTAL AUTO PARKING SPACES PROVIDED: 155 LOADING SPACES REQUIRED = 2.17 (1 FOR EACH 40,000 SQUARE FEET) = 87,045/40,000 LOADING SPACES PROVIDED = 6 TRAFFIC GENERATION: CARS 200 TRIPS PER DAY TRUCKS 25 TRIPS PER DAY 21. TRASH RECEPTACLE SHOWN 22. OUTDOOR LIGHTING SHOWN 23. ALL SIGNS SHOWN 24. LANDSCAPING: 219e EXISTING 15X REQUIRED 25. NO RECREATION AREAS 26. LANDSCAPE SHOWN, 27. OUTSIDE STORAGE AREAS SHOWN 4' 28. SIDEWALKS SHOWN 29. NO EASEMENTS PRESENT 30. STORMWATER SHOWN ON C103 } 31. SOIL EROSION & SEDIMENTATION CONTROL SHOWN ON C104 32. UTILITIES SHOWN ON C102 33. FIRE FACILITIES SHOWN ON C102 - TWO FIRE HYDRANTS ARE LOCATED ON THE EAST SIDE OF KENT STREET, ONE WITHIN THE CITY LIMITS AND ONE IN FREDERICK CO. 34. NO CONDITIONS PLACED ON SITE 35. NO BONUS PROVISIONS USED 36. NO OTHER INFORMATION REQUIRED TO MEET FREDERICK COUNTY CODE 37. PLANS SEALED IN TITLE BLOCK 38. ZONING ADMINSTRATOR APPROVAL BLOCK SHOWN ON COO APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR NO SITE PLAN SHALL BE VALID FOR FIVE YEARS FROM DATE OF APPROVAL - 1-��4 ]� �c - 0� /; �Z'�'g SIGNATURE DATE 50 1 37 1 522 _FREDERICK 1 WINCHE R Crry BROOKE RD. P Q. h 81 BRICK It RD • h Q. <'j h� SITE LOCATION 657 VICINITY MAP 1" = ? ;'EI'00' 1 7 1 SITE LOCATION: 801 N. KENT STREET WINCHESTER, VIRGINIA WINCHESTER, VIRGINIA CIVIL ENGINEERING LEGEND EXISTING PROPOSED DESCRIPTION - - - - PROPERTY LINE - - _ - RIGHT-OF-WAY LINE - - CENTERLINE SECTION,TOWNSHIP,RANGE LINE X X ■ Y FENCE RETAINING WALL BUILDING PAVEMENT LINE/SIDEWALK LINE CURB, CURB AND GUTTER 25.50 2s.so SPOT ELEVATIONS - - - - 25 ____ 25 CONTOURS - - - 6"SA- --6-SA a SANITARY SEWER/CLEANOUT - - - 6"PW- - 6'PW PROCESS WASTE - - - RD - - RD ROOF DRAIN - - - ST - - ST STORM SEWER - - - 6"W - - 61W DOMESTIC WATER - - - 6"F - - 6'F FIRE MAIN - - - 6"G - - 6'G GAS MAIN - - - 6"FM- - 6'FM FORCE MAIN - - - UE - - UE UNDERGROUND ELECTRIC - - - OHE - - OHE OVERHEAD ELECTRIC - - - UT - - UT UNDERGROUND TELEPHONE - - - OT - - OT OVERHEAD TELEPHONE - - - UD - - UD UNDERDRAIN Y FIRE HYDRANT - -- - DOUBLE CHECK VALVE ASSEMBLY RED. PRESSURE BACKFLOW PREVENTER - -�-- F- PI -�--F- P V POST INDICATOR VALVE -94 VALVE VALVE & BOX - �- - MANHOLE - 'K7 e SPRINKLER RISER -- - Wlvl WATER METER - -�- - CATCH BASIN - -� - CURB INLET - --� FLARED END - -C� MITERED END CONCRETE FLUME - -� ENDWALLS - -�� - CONTROL STRUCTURE OPP ■PP CONCRETE POWER POLE OPP • PP WOOD POWER POLE *IPA LIGHT POLE ET TRANSFORMER 0 p VAULTS s-i DRAINAGE STRUCTURE s-1 SANITARY SEWER STRUCTURE SECTION CUT ® DETAIL REFERENCE O CURVE NUMBER SILT FENCE - - - - - HAYBALE BARRIER 1 SOIL BORING LOCATION/NUMBER REGLIVED A N k 2 3 2002 DEPT, OF PLqNNING,DEVELOPI TNT RESPONSIBLE LAND DISTURBER: NAME: PINEKNOLL CONSTRUCTION CERTIFICATION #: 3834C EXP. DATE: 10/2003 THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. O N I ado N v in N M Z y V 01 x 0 A N 04 •cD� A�+ C17 _� o -1 ® Z 0 F- V / V) U W U D 0 ® Qf 0 IL Z Q U CD Q Of ly- 0 r� V COVER SHEET 0 O The Stellar Group 2001. Copyright, The Stellar Group, 2001. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of The Stellar Group. J J 7) 7 IM irQma JOB NO. 01871 DRAWN: JCL CHECKED: J R H SCALE: N.T.S. } C00 DRAWING NO. w F- z 0 a R z O R. r- Lp 0 r L;..i N O 11-1 N O Q cn 3 v 0 O r U 00 r O CU N U Q r co r O / X W J w z 0 a R z O Q r m 00 LO 0 L;j m F- N O N N O L;j a 0 w z 0 a R z 0 a 00 N O W 2 F- N O N N �t O W Q A 01 3 v N O U F, 00 T 0 / > U U / T 00 T O X W J LL- LAJ H Z_ O CL R Z O a R L;j m F- N O \ CV N O L;j Q C" 3 v M O U n O U N U Q co O X W J L L- R Z O V) Q m rn N O L;j 2 H W J l.- LL.I F- z 0 a i1 z 0 V) a m 0) N O W M F_ N O N N O W F- Q �• Li J LL. DETAIL FOR PAVED AREAS DETAIL FOR NON —PAVED AREAS J V 8 0 0 SSE (MAX.) SEE ;'.SEE SPECIFICATIONS FOR.'...:.'..'_ :.'..'/VV Z N :.PIPE TRENCH BACKFILL .' ::.::. FINISH GRADE STD. C.O. COVER i :VV .COMPACTION "REQUIREMENTS :. .. WITH SCREWED PLUG �. N WIRE REINFORCE 0.5 PIPE PIPE O.D.' 0.5 PIPE ASPHALT PAVEMENT NATURAL GROUND BUILDING WALL W O REINFORCEMENT ~ n ALONG SILT FENCE AS .'.•O.D.•.' •:'.:.'.' •:.�.'�•:.'.' :.'.' :.�.' •:.�.•�.'.O.D.•:.'.' ' I; PER CITY STANDARDS BASE .. ..a a a F.F. = 743.69 V V N ILL— — "• .. :.:': CONCRETE 4 6" NCR 4' OR 6 PVC a a I Z —III 11111�111=III=III: 4" 2500# MIN. ���� o EL. = 743.19 COMPACTED FILL OVER TOE I III _ OF FABRIC BURIED 8" DEEP I ��II—II CONCRETE 4» CRUSHED ROCK ` LLJ Y ;IIIIIIIIIIIIIIIIIllll- (MIN.) LJJ PVC SEWER LATERAL OR EL. = 742.85 ROOF DRAIN LEADER STD. 45° BEND ::. • J COMPACTED FILL• •'• '•'. ' '•'. Z o NOTES: FIN. FLR. EL. = 743.69 LJJ V NOTE: USE EXPANSION JOINT �j Z 1. POSTS TO BE 1"x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET, LOCATE POSTS �- MATERIAL AND JOINT W rz ON DOWNSLOPE SIDE OF FILTER FABRIC. SHAPE TO SUPPORT SEALER AROUND PAD » PIPE WITH EXTRA ACCEPTABLE EXISTING IN CONCRETE PAVED Z 2. BURY TOE OF FENCE APPROXIMATELY 8 DEEP TO PREVENT UNDERCUTTING. AREAS. — 2X 2 CUT AT BELL FIRM UNDISTURBED - - Q 0.5 O.D.3. WHEN JOINTS ARE - ° —< a — __ _ NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST MATERIAL 6" TM�CK 12" a 6» -HICK WITH OVERLAP TO THE NEXT POST. a 7k7�� CP NOTE: �cw 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA INV. EL. STRENGTH — 50LB/UN. IN. (MINIMUM) — AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./ EACH LIFT TO BE COMPLETELY COMPACTED TO REQUIRED DENSITY BEFORE STARTING = 738.7$ =R, SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. NEXT LIFT. NO LIFT SHALL EXCEED 6" WHEN COMPACTED. ti a a p &• SILT FENCE 1 PIPE BEDDING 2 SANITARY CLEANOUT 3 CONCRETE ON EAST SIDE OF CORRIDOR 4 FLOOR SLAB SECTION D ¢; • zo (2) 2 1 /2" HOSE NOZZELS ONE 4 112" PUMPER Oy� O O NOZZEL . DO +' x — LLJ HYDRANT TO HAVE BREAK —AWAY FINISH o <SECTION OR REMOVABLE BARREL GRADE FINISHED ` O TOP TO BE LABELED "WATER" FLOOR m UNLESS OTHERWISE NOTED ASPHALT PAVEMENT 1/2" R ELEV. FINISH GRADE (TYP) m V) _ VALVE BOX NOTES: — 1. FIRE HYDRANT TO BE PLACED WITH : '•< '.\ \ FINISH GRADE HYDRANT LEG (MIN. 6") `� PUMPER NOZZEL FACING STREET OR DRAIN NEAREST ADJACENT PAVEMENT. - 4 A • • � 0 3 CU. FT. �\ U GRAVEL 2• PROVIDE PIPE BOLLARD PROTECTION ��\ 3000 PSI NOTE: CONCRETE THRUST BLOCK SHALL BEAR <AS REQUIRED FOR HYDRANTS IN CLOSE A` / PROXIMITY TO PAVED AREAS. AGAINST UNDISTURBED EARTH. CONCRETE 7 O L o ,:• : , : THRUST BLOCKING 0 o(J� w - WATER MAIN 6 �-- m THRUST BLOCK .4" ROD, TURN LEFT TO OPEN GATE VALVE MIN. SIZE 6" 32/REQUIRED 0 EACH SIDE Q THRUST BLOCKS 5 FIRE RISER 6 FIRE HYDRANT 7 C HEADER CURB 8 (/) (n (n Q ~ LLw z U U 0 It 0:� > O � w o F_ Z w Q = U L,J Z U 0 3: Qf Q 0 0 0 DETAIL 13 DETAIL 14 DETAIL 15 DETAIL 16 DETAIL 17 DETAIL 18 SITE DETAILS © The Stellar Group 2001. Copyright, The Stellar Group, 2001. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of The Stellar Group. W W DETAIL 19 DETAIL 20 DETAIL 21 DETAIL 22 DETAIL 23 DETAIL 24 (n N W z N O ofirof ir LnH W 13 U N N_ d O J J J � 7) _71 m 0 0 oas in W H U m Q JOB NO. 01 871 DRAWN: J C L CHECKED: J R H SCALE: N.T.S. C501 DETAIL 25 DETAIL 26 DETAIL 27 DETAIL 28 DETAIL 29 DETAIL 30 DRAWING NO. PLUG PLUG SIZE OF PIPE, IN. 6 8 10 12 14 GONG. REQ'D.,CU,ET. 4.5 8 12 24 32 DIMENSION "X", IN. 18 18 18 24 24 [DIMENSION "Y", IN. 24 30 42 48 54 w Z 0 a g Z 0 m E 0 LO 0 1. PROPERTY INFORMATION RICH PRODUCTS - DRY STORAGE AND PROCESS ADDITION PROPERTY OWNER: RICH PRODUCTS 801 N. KENT STREET WINCHESTER, VIRGINIA TELEPHONE: (540) 667-1955 APPLICANT/AGENT/ DEVELOPER/DESIGNER: THE STELLAR GROUP 2900 HARTLEY ROAD JACKSONVILLE, FLORIDA 32257 TELEPHONE: (904) 260-2900 2. TAX MAP PARCEL NUMBER 54-A-60 AND 134-1-J-1A NOTE: LOT LINE BETWEEN PIN 134-1-J-1 A AND 54-A-60 WILL BE VACATED PRIOR TO ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PROPOSED BUILDING EXPANSION 3. DATE SHOWN IN TITLE BLOCK 4. NORTH ARROW SHOWN ON PLANS 5. SCALE SHOWN ON PLANS 6. LEGEND SHOWN ON COO 7. SITE BOUNDARY SHOWN ON C100 8. PRESENT ZONING M-2 HEAVY INDUSTRIAL 9. VICINITY MAP SHOWN ON COO 10. TOTAL ACREAGE OF PARCEL TO BE DEVELOPED: 0.35 ACRES TOTAL ACREAGE OF PARCEL: 4.275 ACRES (CITY) 134-1-J-1 A 4.089 ACRES (COUNTY) 54-A-60 8.364 ACRES MAGISTERIAL DISTRICT: STONEWALL DISTRICT CURRENT ZONING: M-2 11. PRESENT USE: MANUFACTURING BAKERY PRODUCTS PROPOSED USE: MANUFACTURING BAKERY PRODUCTS (SIC 205) 12. CONTOUR LINES AND ELEVATIONS SHOWN ON C103 13. SETBACKS: FRONT - 75' SIDE & REAR - 25' 14. FLOOR AREA RATIO = 87,045 S.F. = .24 8.364 ACRES 15. EXISTING BLDG. HEIGHT = 35' PROPOSED BLDG. HEIGHT = 35' 16. NO DWELLINGS ON SITE 17. NO EXISTING ENVIROMENTAL FEATURES ON SITE 18. STREETS AND RIGHT OF WAYS SHOWN ON PLANS 19. VEHICLE ACCESS POINTS SHOWN 20. PARKING SHOWN ON C101 (200 EMPLOYEES) (3 SPACES) = 150 SPACES REQUIRED (4 EMPLOYEE) 6 HANDICAP SPACES REQUIRED AND PROVIDED TOTAL AUTO PARKING SPACES PROVIDED: 155 LOADING SPACES REQUIRED = 2.17 (1 FOR EACH 40,000 SQUARE FEET) = 87,045/40,000 LOADING SPACES PROVIDED = 6 TRAFFIC GENERATION: CARS 200 TRIPS PER DAY TRUCKS 25 TRIPS PER DAY 21. TRASH RECEPTACLE SHOWN 22. OUTDOOR LIGHTING SHOWN 23. ALL SIGNS SHOWN 24. LANDSCAPING: 217o EXISTING 15X REQUIRED 25. NO RECREATION AREAS 26. LANDSCAPE SHOWN 27. OUTSIDE STORAGE AREAS SHOWN 28. SIDEWALKS SHOWN 29. NO EASEMENTS PRESENT 30. STORMWATER SHOWN ON C103 31. SOIL EROSION & SEDIMENTATION CONTROL SHOWN ON C104 32. UTILITIES SHOWN ON C102 33. FIRE FACILITIES SHOWN ON C102 - TWO FIRE HYDRANTS ARE LOCATED ON THE EAST SIDE OF KENT STREET, ONE WITHIN THE CITY LIMITS AND ONE IN FREDERICK CO. 34. NO CONDITIONS PLACED ON SITE 35. NO BONUS PROVISIONS USED 36. NO OTHER INFORMATION REQUIRED TO MEET FREDERICK .' COUNTY CODE 37. PLANS SEALED IN TITLE BLOCK 38. ZONING ADMINSTRATOR APPROVAL BLOCK SHOWN ON COO APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR NOTE: SITE PLAN SHALL BE VALID FOR FIVE YEARS FROM DATE OF APPROVAL SIGNATURE DATE 37 522 - - FREDERICK 1 WINCHE R CIN ------ 50 BROOKE RD. 11 '�� • 'KILN '► SITE LOCATION � 2 W � r � 1 7 1 657 VICINITY MAP 1" _ 1800' SITE LOCATION: 801 N. KENT STREET `k':m°-.NCH VIRGINIA n� ' - x WINCHESTER, VIRGINIA CIVIL ENGINEERING LEGEND EXISTING PROPOSED DESCRIPTION - - - - PROPERTY LINE - - - - RIGHT-OF-WAY LINE - - CENTERLINE SECTION,TOWNSHIP,RANGE LINE >< x x x FENCE RETAINING WALL BUILDING PAVEMENT LINE/SIDEWALK LINE CURB, CURB AND GUTTER 25.50 2s.so SPOT ELEVATIONS ---- 25 ---- 25 CONTOURS - - - 6"SA- - 6•SA 9, SANITARY SEWER/CLEANOUT - - - 6"PW- - 6•PW PROCESS WASTE - - - RD - - RD ROOF DRAIN - - - ST - - ST STORM SEWER - - - 6"W - - 61W DOMESTIC WATER - - - 6"F - - 67 FIRE MAIN - - - 6"G - - 6•G GAS MAIN - - - 6"FM- - 6•FM FORCE MAIN - - - UE - - UE UNDERGROUND ELECTRIC - - - OHE - - OHE OVERHEAD ELECTRIC - - - UT - - UT UNDERGROUND TELEPHONE - - - OT - - OT OVERHEAD TELEPHONE - - - UD - UD UNDERDRAIN Y FIRE HYDRANT - -,� - DOUBLE CHECK VALVE ASSEMBLY RED. PRESSURE BACKFLOW PREVENTER - -- F - PI -� --F- P V POST INDICATOR VALVE -B� VALVE VALVE & BOX - -4- - MANHOLE '- e SPRINKLER RISER - --�- - Wm WATER METER - -� - CATCH BASIN - o - CURB INLET - FLARED END - -� MITERED END CONCRETE FLUME - -� ENDWALLS - 0 - CONTROL STRUCTURE °PP ■PP CONCRETE POWER POLE OPP PP WOOD POWER POLE LIGHT POLE TRANSFORMER C� p VAULTS s-1 DRAINAGE STRUCTURE s-1 SANITARY SEWER STRUCTURE SECTION CUT ® DETAIL REFERENCE 0 CURVE NUMBER sps SILT FENCE - - _ _ _ - -- HAYBALE BARRIER 0 1 SOIL BORING LOCATION/NUMBER RESPONSIBLE LAND DISTURBER: NAME: PINEKNOLL CONSTRUCTION CERTIFICATION #: 3834C EXP. DATE: 10 2003 THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. J V Z N V v � � N ` W Y W Z ..I C N 6W W 0 o N ve 4� Y � Z Q I V � a Lj Z U U 6 0 Of LLI cy-® F- 0 Z W Q U W Z U v Q LL LZ 0 /� V / I..L_ 0 COVER SHEET © The Stellar Group 2001. Copyright, The Stellar Group, 2001. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of The Stellar Group. V)V)wz No Ix (n as~� U Nfw[O E E 37)--3m J o o w d d M 0 m Q JOB NO. 01871 DRAWN: J C L CHECKED: J R H SCALE: N.T.S. COO DRAWING NO. L LI H z_ O a z O r m r- Ln 0 L;j m F- N O N N d' O W Q 0 �� L;j J L.L. w F- z 0 a. g z O m OD LP 0 L;_i m F- N O N N 11-1 d' O Gi Q w z 0 IL R z O V) a m 00 N O W 2 F- N O N N O W Q 0 rn 3 v N O U n 00 O U U a / m O X Gj J LLI F— z 0 M G z O Q r m cLi.l F- N O \ N N d- O Q 0 C" 3 M O T U T co T O Ca N :_. U Q T 00 T O �1 L;A _I LL. EROSION AND SEDIMENT CONTROL NOTES: 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 4. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR D — REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. L 0 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY R ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. C X C 6. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE _ DEVELOPEMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 7. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 8. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES — PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 9. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME DURING' -i CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED _ � "' UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTRUBED �ry I ' + AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED. 10. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL + / I ^ ry ^� �,' / LOCAL AND STATE REQUIREMENTS. + /+ 11. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN AT END I �• OF CONSTRUCTION WHEN DISTRUBED AREAS HAVE BEEN STABILIZED. 12. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE TEMPORARY AND � � � ti� q PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. a �'' L_--LL + Ar 737 + + z J I (J DISTURBED AREA = 0.35 ACRES '^ C) I � 738 ` � I oa rnwc } iV\ h h nF- 7 1-1 U I \ 737 EXISTING CONCRETE PAVI �� '° INV. = 738.50 = ti C - �� _ �- �� I - - / F n I 12" RCP I I I (25 LF) LJ I I FT_ _T T T 1— 1— INV. = 738.75 LL il I L_ _J L_ —1 L_ _J L_ _J Li ' I �- ,b? 739 --� L.I 11 739.00 W Z 0 a. g Z 75' BUILDING SETBACK O Q 0 E FFF 7 O N L O r W W Q 0 3 O U n _00 O U / a� U Q n 00 0 —, r 7 k d� 1 1 w K ,743 NORTH KENT STRE EXISTING BUILDING FIN. FLR. EL. = 743.69 iFi' R /W n INV. 6.48) II + II I I II + + 739 �I � III 4" CRUSHED ROCK TO II� BE PLACED BENEATH NEW FLOOR SLABS Ar I II .Ifs V. (738.44) I �I 0 I I I tl + I 4" CRUSHED ROCK TO BE PLACED BENEATH NEW FLOOF� t �l _ I 741 REMOr AND REPLACE CONC ETE PAVING A. �4 / zl__� o, ^AW Irk 1 moo. + 00 Ar "1Z , \ \) k + I ' I + 741 —_ + �— 742 } RESPONSIBLE LAND DISTURBER: NAME: PINEKNOLL CONSTRUCTION CERTIFICATION #: 3834C EXP. DATE: 10/2003 THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 0 10 20 40 SCALE 1 " = 20' V Z o N I � /� ♦ m v a O LoV r� V ``,,',� Z ; W J LU V W x LJJ � o 7 N a ®40 d Z O 0 0 a �V)Q w z U U c� O LL Q o LL 0 F�— z W a w U ? Q � O �I"� V / 0 EROSION CONTROL PLAN C The Stellar Group 2001. Copyright, T e Stellar Group, 2001. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of The Stellar Group. W W W (n inLnviWZ to (n F— F— F— � - d W W W l.- Of U) W W ly x = J .J J } __3 m 7 3 7 I C O W N Q I I aUCDQI LI Iml JOB NO. 01871 DRAWN: JCL CHECKED: J R H SCALE: 1 " = 20' C104 DRAWING NO. w Ir- 0 CL g Z 0 V) a m 0) N O W y� w J LL. 8' DETAIL FOR PAVED AREAS DETAIL FOR NON -PAVED AREAS SLOPE (MAX.) - SPECIFICATIONS FOR.':' :.':' :.':' Z o PIPE TRENCH BACKFILL . :.'."...' .. FINISH GRADE STD. C.O. COVER I :. '.COMPACTI.ON REQUIREMENTS WITH SCREWED PLUG a. m N WIRE REINFORCEMENT 0.5 PIPE PIPE O.D.' . ' ' .' ' 0.5 PIPE ASPHALT PAVEMENT NATURAL GROUND c BUILDING WALL W O ALONG SILT FENCE AS �.. 0 :O.D.':'' : ':' :.:' :.:' :.:' :.:'' :.: ':.: ' .:' O.D.- F.F. = 743.69 = N PER CITY STANDARDS r N BASE i .' •.'d N 4 — — • • • . . .. .. CONCRETE � 6" CO V � :. ,• 4 � � �. 1=, ,III, , I I I=1 11-1 11-1 11-1 I I, � �_ _ • .' •.. � NC R .LTC 4" OR 6" PVC EL. = 743.19 III = = a a a � rr `�`y = III=1 I I=1 1=1 11=1 11- 4" 2500# MIN. Y COMPACTED FILL OVER TOE - II—�1=11'—"' —lei—III — � �' CONCRETE 4 CRUSHED ROCK � pC W OF FABRIC BURIED 8" DEEP —1 11-1 11-1 I I-1 I I- (M I N.) PVC SEWER LATERAL OR ROOF DRAIN LEADER STD. 45• BEND EL = 742.85 Z COMPACTED FILL. J NOTES: FIN. FLR. EL. = 743.69 W V & NOTE: USE EXPANSION JOINT �% Z 1. POSTS TO BE 1"x 2" PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS MATERIAL AND JOINT W ON DOWNSLOPE SIDE OF FILTER FABRIC. SHAPE TO SUPPORT SEALER AROUND PAD W o 2. BURY TOE OF FENCE APPROXIMATELY 8" DEEP TO PREVENT UNDERCUTTING. PIPE WITH EXTRA ACCEPTABLE EXISTING IN CONCRETE PAVED a a 2°!e Zee ° ° = Z N CUT AT BELL 0.5 0. D. FIRM UNDISTURBED AREAS. ---1 1 A I I I I I Q 3. WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST MATERIAL ° 6" TM�CK 12" s" TMICK ° WITH OVERLAP TO THE NEXT POST. FLOW CF a 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH EXTRA NOTE: _ STRENGTH - 50LB/LIN. IN. (MINIMUM) -AND WITH A FLOW RATE OF AT LEAST 0.3 GAL./ EACH LIFT TO BE COMPLETELY COMPACTED TO REQUIRED DENSITY BEFORE STARTING ° ° INV. EL. = 738.75 r'��=�'� ?I��rr SQ. FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. NEXT LIFT. NO LIFT SHALL EXCEED 6" WHEN COMPACTED. ram$lv�' 4 (� N SILT FENCE 1 PIPE BEDDING 2 SANITARY CLEANOUT 3 CONCRETE ON EAST SIDE OF CORRIDOR 4 FLOOR SLAB SECTION 5 M o p �t zo m (2) 2 1 /2" HOSE NOZZELS ONE 4 1 /2" PUMPER a 4�a 1k, 0 NOZZEL '•. O0 •• X w HYDRANT TO HAVE BREAK -AWAY FINISH SECTION OR REMOVABLE BARREL �E2GRADE m z FINISHED TOP TO BE LABELED "WATER" FLOOR m UNLESS OTHERWISE NOTED ASPHALT PAVEMENT 1/2" R FINISH GRADE ( ELEV. TYP) m cn VALVE Box NOTES: FINISH GRADE 10 1. FIRE HYDRANT TO BE PLACED WITH m HYDRANT LEG (MIN. 6") DRAIN PUMPER NOZZEL FACING STREET OR :. ', ,�s `. •::'. _'' ." �/ 0 - 3 CU. FT. NEAREST ADJACENT PAVEMENT. AA '. / U GRAVEL 2. PROVIDE PIPE BOLLARD PROTECTION x A\.�Tr CONCRETE THRUST BLOCK SHALL SEAR Q ,."M y /\\ 3000 PSI . Y � AS REQUIRED FOR RAC TS IN CLOSE AGAINST UNDISTURBED EARTH. m � O PROXIMITY TO PAVEL) AREAS. CONCRETE Z 0 a:o 0 U THRUST BLOCKING 0 z WATER MAIN 6 CD m THRUST BLOCK 3. 4"' ROD, GATE VALVE MIN. SIZE 6" / TURN LEFT TO OPEN 2 REQUIRED 0 EACH SIDE Q THRUST BLOCKS 5 FIRE RISER 6 FIRE HYDRANT 7 6" HEADER CURB 8 Cn � Q Lj z U U � ::D O O � w � 0 � Z W Q = = LEI z U � � Q 0 I- V) 0 DETAIL 13 DETAIL 14 DETAIL 15 DETAIL 16 DETAIL 17 DETAIL 18 SITE DETAILS © The Stellar Group 2001. Copyright, The Stellar Group, 2001. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of The Stellar Group. D D DETAIL 19 DETAIL 20 DETAIL 21 DETAIL 22 DETAIL 23 DETAIL 24 L L w Z tz!=NO 2 2 N F_ IXx -IL ELC�U U N N LLJ o_ 0 E E J J J Q 0 m 0 0 o W w A N Q r� in U m Q JOB NO. 01 871 DRAWN: J C L CHECKED: J R H SCALE: N.T.S. C501 DETAIL 9 DETAIL 26 DETAIL 27 DETAIL 28 DETAIL 29 DETAIL 30 DRAWING NO. PLUG PLUG SIZE OF PIPE, IN. 6 8 10 12 14 CONC. REQ'D.,CU,FT. 4.5 8 12 24 32 DIMENSION "X", IN. 18 18 18 24 24 DIMENSION "Y", IN. 24 30 42 48 54