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HomeMy WebLinkAbout036-98 Zeigler Mechanical - Stonewall - Backfile (2)1 o , wl EXIST. 15" C P � C.I rn 9' 0 II Z W I �) B , NSON SPRI°R `I� NG c ROUTE 68 EXISTING 30, PRESCR ( 0 POSTED SPEED) (125 X 2" RAD. 2"� 2" R 5., � +4" 4" I ' 7' I I 2' NOTE: CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST CG-6 DETAIL NOT TO SCALE 1 1/2" SM-2A 3" BM-2 IX WN. GRADE COMPACTED SUBGRADE 8" COMPACTED 21-A PVMNT. SECTION "A" NOT TO SCALE NOTE: CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. CG-7 DETAIL NOT TO SCALE 1 1/2" SM-2A / 1X MIN. GRADE COMPACTED SUBGRADE 6" COMPACTED 21-A PVMNT. SECTION "B" NOT TO SCALE OWNER: N/F OJAUSMANI, INC. T.M.: 33-A-105 ZONE: M1 USE: COMMERCIAL AND INDUSTRIAL R0P�DSED P �Q 2 669.14' \ m I � J \ / U - W 25' SETBACK I I r Vi l WpiR SERV\C� \ /\ 0 i Ep�C I � �X�ST I L J PROPED LOT 1 ` III E I (f) \ �EL� � g I �� 9 10 6.809nCRES �',� o- Ae� 0 \ I I I � I \ I� I� N �� . Tom► #2 (3 SO I \ \ \\ \ \XN/j k\ p R \ \ )P 0 \ SO- � 75' SETBACK \ \ "K \ /Yp ReSF \ \ 1 N \ I I I E i INV =�gq 78 XISII. INV = 94.74 FF€NC� (TO BE REM) EXIST EP vrn9Ln. VLUV L. /11VV JVUI J. RVJJCLL III �E T.M.: 33-A-87 R/W ZONE: RA SIGHT DISTANCE x I I SIGHT DISTANCE W I I TO INTX. EXCEEDS 550' 11 USE: AGRICULTURAL INV = 92.66 X X X X X X X X X X NOTES: 1.) NO TITLE REPORT FURNISHED. PROPERTY SUBJECT TO EASEMENTS 9.) THE SIDWALK SHOWN AROUND THE NORTHERLY, WESTERLY AND RESTRICTIONS OF RECORD. AND SOUTHERLY PERIMITER OF THE BUILDING SHALL BE 6" 2.) THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED ON TAX MAP ABOVE THE ELEVATION OF THE ADJOINING PARKING LOT IN 33-A-105B AND IS ZONED M-1. ACCORDANCE WITH FREDERICK COUNTY REQUIREMNTS. PARTNERSHIP. 10.) THE STORM FLOW TO THIS PIPE WILL NOT BE ADVERSELY 3.) OWNER: AFFECTED BY THE IMPROVEMENTS SHOWN HERE -ON. THE BULK OF THE RD JAM LTD PARTNERSHIP RUN-OFF FROM THE IMPERVIOUS IMPROVEMENTS IS ROUTED 156 COLE LANE THROUGH THE STORMWATER MANAGEMENT POND AND THE GRAVEL WINCHESTER, VA. 22604 TRENCH WILL, IN ADDITION, PROVIDE AN ADDITIONAL 1,025 C.F. PHONE: (540) 667-4757 OF STORMWATER STORAGE. CONTACT: JIM DOUGLAS 11.) THE PROJECTED TRAFFIC FIGURES ARE BASED UPON "TRIP 4.) TOPOGRAPHY SHOWN HEREON IS BASED ON A FIELD RUN SURVEY GENERATION", INSTITUTE OF TRANSPORTATION ENGINEERS, 1998. BY EBERT & ASSOCIATES. CONTOUR INTERVAL - 2 . USGS DA 5.) DEVELOPER: ZEIGLER MECHANICAL 156 COLE LANE WINCHESTER, VA. 22604 PHONE: (540) 667-4757 CONTACT: JIM DOUGLAS 6.) WELL CONTRACTOR TO NOTIFY THE LEXINGTON ENVIRONMENTAL ENGINEERING FIELD OFFICE OF THE DATE AND APPROX. TIME THAT GROUTING OF THE WELL WILL BE ACCOMPLISHED. WELL TO BE CASED AND CEMENT GROUTED TO A DEPTH OF AT LEAST 50 FT. 7.) PROPOSED SIGN TO BE IN ACCORDANCE WITH SECTION 165-30 OF THE FREDERICK COUNTY CODE AND ALL OTHER APPLICABLE REGULATIONS. 8.) ISSUANCE OF A LAND DISTURBANCE PERMIT IS REQUIRED PRIOR TO THE INITIATION OF ANY SITE GRADING OPERATIONS. GREEN SPACE TABULATION AREA OF BUILDING COVERED LOADING DOCK SIDEWALK PAVEMENT TOTAL IMPERVIOS AREA TOTAL LOT AREA GREEN SPACE 22,870 S.F. 2,480 S.F. 2,601 S.F. 53,278 S.F. 81,229 S.F. 296,587 S.F. 215,358 S.F. PARKING TABULATION: S4'e �0 VICINITY MAP SCALE: 1"=2,000' A Ni,T H OFw�, BERT P. P FINAL SITE FLAN No. 021,7311 PROVE 40 AV *�&'70JVALAW 9,600 S.F. OFFICE @ 1 SPACE/250 S.F. = 38 SPACES REVISED: 8/14/98 PER VDOT COMMENTS 8 MANUFACTURING EMPLOYEES © 1/EMPLOY. = 8 SPACES REVISED: 7/30/98 PER CO. COMMENTS 2 STORAGE EMPLOYEES @ 1 /EMPLOY. = 2 SPACES APPROVED BY FREDERICK CO. ZONING ADMINISTRATOR PARKING REQUIRED = 48 SPACES PARKING PROVIDED = HDCP SPACES PROVIDED = 61 3 SPACES SPACES u LOADING SPACES REQUIRED = 1 �� LOADING SPACES PROVIDED = 3 ZONING ADMINISTRATOR DATE A as �o rn 0 � U 00 00 U O r� N 00 UZ z CE2 o II, 0 g I aW �o <00 m (--, I O w co .W W m F- I I.,cl)cif w U- .max �� -j Z �O > w .cn xo d� MR i I REVISIONS I JOB #: FILE: DATE: 6/10/98 SCALE: 1" = 30' SHEET 1 OF 6 TECHNICAL NOTES 1. All wiring must be approved by the local building official and shall be weathertight and permanent in nature. 2. The contractor is responsible for ensuring that all on -site utilities have been located prior to construction. 3. This system is to be installed in accordance with the Virginia Sewage Handling and Disposal Regulations. These regulations shall govern the materials and construction practices to install this low pressure distribution system, including but not limited to pipes and fittings. 4. All pipe is to be PVC plastic. Schedule 40 pipe with pressure fittings is required for force mains. All PVC must be primed and glued. 5. A cleanout port, accessible from the surface of the ground shall be located within 10 feet of the building. Additional cleanouts are required as necessary. 6. A NEMA 1 audio-visual alarm panel is to be installed within the building. The panel will indicate a high water condition in the pump chamber. This panel shall be connected to a separate circuit from the pump. 7. This system should not be installed during wet weather conditions. 8. Topography based on an actual field survey by Ebert & Associates. Datum is U.S.G.S. 9. Thrust blocks are to be installed on 90 degree bends. 10. Pump chamber must be water tight. 11. The pump control shall be NEMA-4X and provided with separate breakers for the alarm/pilot and pump circuits. A NEMA-1 audio -visual alarm panel is to be installed within an inhabited portion of the dwelling. The panel will indicate a high water condition in the pump chamber. This panel will be connected to a separate circuit from the rest of the system. The NEMA-4 control panel is to be installed within 15 feet of the pump chamber. All control boxes shall have locking hasps. 12. Float switches shalll be Goulds model A2-8 or approved equal. INLET INV IN=90.7 SEPTIC TANK DETAIL SINGLE -COMPARTMENT (TYPICAL) (NOT TO SCALE) NEMA 3R JUNCTION BOX 2" PVC VENT _ FLOAT BRACKET VENT SANITARY TEE TLET ' OUT=90.6 PROPOSED EL. AT GRADE=101.5(APPROX.) BUILDING INV=99.1 FINV=99.0 U INV=99.5 F-Q INV=90.6 �Z INSIDE BOTTOM EL=93.98 SEE PUMP TANK DETAIL - RIGHT HYDRAULIC PROFILE (NOT TO SCALE) NOTE: CONTRACTOR TO INSTALL A ZABEL/ZOELLER SEPTIC TANK EFFLUENT FILTER (MODEL A1800) AT THE SEPTIC TANK INLET. DISCONNECT GATE VALVE ET INLET- INV IN = ET 20.6 IN. TO DRAINFIELD y INV OUT=99.0 ADD'L. STORAGE * 580 GAL r ALARM * NOTE: FIGURES * ELEV=97.28 SHOWN ARE 375 GAL 13.3 IN. 1,715 GAL (61 IN.) PER TANK. PUMP ON CHECK TOTAL STORAGE (2 PUMP * ELEV=96.17 VALVE VOLUME TANKS) 375 GAL DOSAGE (13.3 IN.) PUMP OFF WEEP ELEV=93.98 13 IN. ELEV=95.06 HOLE 1500 GAL. PUMP TANK DETAIL USE AN "STA-RITE" EFFLUENT PUMP, MODEL NUMBER 900S, (3/4 HP)DESIGNED (TYP. OF 2) TO DELIVER 65 GPM AT UP TO APPROXIMATELY 25' OF HEAD NOTE: STORAGE CAPACITY = 28.13 GAL/ INCH (NOT TO SCALE) DITCH INVERT EL=92.79 TO DRAINFIELD VALVE BOX INV=98.2 2' MIN. COVER FORCE MAIN INV. = 90.54 O O / O / / O / O� / 13 Fd 0 \N� GRA VEL DR/ve AaY LATERAL LAYOUT SUMMARY MANIFOLD ONE LATERAL NO. LATERAL LENGTH LATERAL DIAMETER HOLE DIAMETER NO. OF HOLES/LATERAL 4" PVC PIPE W/CAP 1 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 14 CLEANOUT COVER 2 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 1 1/4" PVC CAP 3 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 FILTER FABRIC OR UNTREATED 4 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 1 1/4" PVC PIPE BUILDING PAPER 5 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 6 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 1 1�4" SCH. 40 PVC PR SSURE PIPE 1/2" TO 3/4" GRAVEL- 1 1/4" ELBOW MANIFOLD TWO LPD CLEANOUT DETAIL LATERAL NO. LATERAL LENGTH LATERAL DIAMETER HOLE DIAMETER NO. OF HOLES/LATERAL (NOT TO SCALE) 7 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 14 8 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 14 9 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 10 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 11 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 12 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 11 MANIFOLD THREE LATERAL NO. LATERAL LENGTH LATERAL DIAMETER HOLE DIAMETER NO. OF HOLES/LATERAL a8" 1 1/4" FEMALE NPT 13 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 14 LA MALE 14 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 t t/4" NPT 15 50 FT: EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 FILTER FABRIC OR UNTREATED 16 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 BUILDING PAPER 17 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 t 1/4" SCH. 40 PVC PRESSURE PIPE 18 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 11 1/2" TO 3/4" GRAVED t 1/4" ELBOW MANIFOLD FOUR NOTE: THIS RISER IS TO BE INSTALLED IN ORDER TO ADJUST THE PRESSURE LATERAL NO. LATERAL LENGTH LATERAL DIAMETER HOLE DIAMETER NO. OF HOLES/LATERAL AT THE DISTAL END OF EACH LATERAL. THE WATER SHALL RISE TO A LEVEL OF 3 TO 4 FT. 19 50 FT, EACH 1 1/4 IN. NOMINAL 3/16 INCH 14 AFTER THE PRESSURE HAS BEEN ADJUSTED 20 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 OF RISER IFP PEORILYWILL EEREMOVED ANDLASTNA CLEANOUT 21 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 COVER WILL BE PLACED OVER THE PIPE AS SHOWN IN THE LPD CLEANOUT DETAIL ON THIS SHEET. 22 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 LATERAL RISER DETAIL (DISTAL END) 23 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 (NOT TO SCALE) 24 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 PVC OR VALVE BOX 2" PVC MANIFOLD TO LATERALS 6" BACKFILL 3" PVC _ FORCE MAIN 3" TO 2" REDUCER 2" GLOBE -•" VALVE 2" PVC MANIFOLD TO LATERALS VALVE BOX DETAIL (NOT TO SCALE) FILTER FABRIC OR UNTREATED BUILDING PAPER +' • t \ 1 1 /4"0 LATERAL NOTE:TO BE 18" DEEP • ON D(NOT TO SCALE) RAINRELD TRENCH DETAIL 2' MIN MANIFOLD 4" PVC SLEEVE (TYPICAL OF ?) 1 1/4" PVC LATERAL NOTE: THE MANIFOLD IS TO BE INSTALLED ABOVE THE LATERALS IN ORDER TO ALLOW THE WATER TO DRAIN WHEN THE PUMP SHUTS OFF. THE FIRST HOLE IN EACH LATERAL SHALL BE POINTING UPWARDS TO PROVIDE A VENT HOLE, WHICH WILL PREVENT AN AIR LOCK FROM OCCURRING. THIS HOLE WILL BE COVERED BY A 4" PVC SLEEVE. ALL REMAINING HOLES WILL FACE DOWNWARD. MANIFOLD TO LATERAL CONNECTION (NOT TO SCALE) .x r , REVISED: 9/1 /98 (PER CO. COMM.) REVISED: 7/30/98 (PER CO. COMM.) 0 d Q U U z Q E)Q o z_ U J Q �> w (10 Q� �0 I__I- W Q 3: Y -� Ld z 0 ID 0 0 w ILL.W N I REVISIONS JOB #: FILE: DATE: 6/10/98 SCALE: AS NOTE SHEET 2OF6 p r 6 7 11 k 17 3 3 ROUTE 11 TYPICAL SECTION (NOT TO SCALE) --1 1/2" SM-2A 1% MIN. GRADE 4 11 BM-2 'COMPACTED SUBGRADE 8" COMPACTED 21-A RTE. 11 PVMNT. SEC. NOT TO SCALE NOTES: 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER STATE, FEDERAL, OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL APPLY. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY, AND HEALTH ADMINISTRATION, AND VOSH RULES AND REGULATIONS. 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, NETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. 4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL, AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. OFFSITE DRAINAGE DIVIDES SCALE: 1" = 500' PRIME COAT ROUTE 668 TYPICAL SECTION (NOT TO SCALE) /--1 1/2" SM-2A 17 MIN. GRADE COMPACTED SUBGRADE 8" COMPACTED 21-A RTE 668 PVMNT. SECT. NOT TO SCALE 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES, AND VDOT PRIOR TO INITIATION OF WORK. 7.CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MANTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. STORM DRAINAGE NARRATIVE a THE BULK OF THE STORM WATER THAT DRAINS THROUGH THIS SITE DRAINS FROM APPROXIMATELY 250 ACRES, WEST OF ROUTE 11. RUNNING A TR-55 ANALYSIS p ON THIS DRAINAGE SHED RESULTS IN A PEAK 2-YR. DISCHARGE OF 68 CFS AND A U PEAK 10-YR. DISCHARGE OF 202 CFS. (SEE APPENDIX "A" OF THE SWM CALCULATIONS 'b FOR THE RESULTS OF THE TR-55 MODELING) THE PORTION OF THE DRAINAGE SHED IN- CLUDED IN THIS ANAYSIS WAS THE 220.6 AC. AND THE 25.3 AC. SUBAREAS SHOWN � a ABOVE. THESE AREAS FLOW THROUGH TWO CULVERTS UNDER ROUTE 11 (CULVERTS #1 U AND #2, SEE "OFFSITE DRAINAGE DIVIDES", ABOVE) THE STORM DRAIN CALCULATIONS 0/ FOR THIS SITE ARE BASED UPON THE FLOW RESTRICTION POSED BY ROUTE 11 AND ON THE ASSUMPTION THAT THE EXISTING CMP CULVERTS ARE REPLACED BY THE SAME SIZED RCP CULVERT (BETTER HYDRAULIC CHARACTERISTICS). BASED UPON THESE ASSUMPTIONS, THE FLOW THROUGH THE ZEIGLER SITE ARE CONTROLLED BY HEADWATER CONDITIONS. AT CULVERT #1, THE AVAILABLE HEADWATER IS 3.36'. USING A HEADWATER CHART FOR CONCRETE PIPES, FLOW THROUGH CULVERT #1 IS ESTIMATED AT 14 CFS. THE SAME 'b PROCEDURE FOR CUILVERT #2 YIELDS AN ESTIMATED PEAK FLOW OF 7 CFS. BOTH OF THESE FLOW OCCUR AT SUCH A TIME AS ROUTE 11 IS CRESTED BY STORM FLOW (FLOOD cdlit CONDTIONS). THESE ARE THE FLOWS USED IN SIZING THE DITCH THAT FLOWS FROM THE CULVERT #2 LOCATION AND AROUND THE EAST SIDE OF THE PROPOSED ZEIGLER BUILDING. �x W� CULVERT NUMBER CULVERT MATERIAL INVERT ELEV. ROAD ELEV. H/W DEPTH d 1 18" CMP 98.99 102.35 3.36 2 15" CMP 98.34 101.85 3.51 x 3 15" CMP 98.46 101.89 3.43 q 10 YR. W/5 d Q(10) = 61.4 CFS -1 2' X 2' TRENCH (SEE DETAIL, THIS SHT.) 5 = 0.50% N = 0.03 d = 3.0' V = 1.7 FPS DITCH LINING = SOD DITCH "A" DETAIL (NOT TO SCALE) 10 YR. W/S MIN_ d I 3 Q(10) = 16.6 CFS 5 = 1.87% N = 0.05 d = 1.34' V = 3.0 FPS DITCH LINING = RIP -RAP DITCH IICII DETAIL (NOT TO SCALE) 10 YR. W/5 d Q(10) = 7 CFS 21 5 - 0.88% N = 0.03 d - 0.7' V = 2.8 FPS DITCH LINING = SOD DITCH IIB" DETAIL (NOT TO SCALE) 6"-57-A STONE TTL. FILTER FABRIC (OVERLAP TOP, I' MIN.) 2' X 2' TRENCH (FILLED W/ 57-A, WRAPPED IN FILTER FABRIC) TRENCH DETAIL (NOT TO SCALE) SILTATION -EROSION CONTROL. NARRATIVE THIS PROJECT CONSISTS OF THE CONSTRUCTION OF AN APPROXIMATELY 23,000 SQUARE FOOT OFFICE/MANUFACTURING BUILDING AND THE RELATED PARKING AND SMARTWEED IMPROVEMENTS. THIS CONSTRUCTION WILL DISTURB APPROXIMATELY 4.5 ACRES OF A PROPOSED 6.8 ACRE LOT LOCATED ON THE NORTHEAST CORNER OF THE INTERSEQTION OF ROUTE 668 AND ROUTE 11. THE CONSTRUCTION ENTRANCE (WITH WASH RACK), THE SILT FENCE LOCATED ADJACENT TO ROUTE 668, AND THE ROCK CHECK DAM INLET PROTECTION SHALL BE THE FIRST STEPS IN CONSTRUCTION, PRIOR TO ANY LAND DISTURBING ACTIVITY. ONCE THESE MEASURES ARE IN PLACE, CONSTRUCTION OF THE TEMPORARY SEDIMENT BASIN AND THE STORM CONVEYANCE CHANNELS (DITCHES "A,B, & C") SHALL BE THE NEXT PHASE OF CONSTRUCTION. THE SILT FENCE SHOWN BELOW THE WATER SERVICE CONNECTION AND THE SEPTIC FIELD/FORCE MAIN AREAS SHALL BE IN PLACE PRIOR TO THE CONSTRUCTION OF THESE ITEMS. ALL MEASURES ARE TO BE INSPECTED ON A DAILY BASSI, WITH ANY DISCREPANCIES REPAIRED BY THE END OF THE WORK DAY. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO ROUTE 668. THIS MAY REQUIRE OCCASIONAL TOP DRESSING WITH ADDITIONAL STONE OR THE REWORKING OF EXISTING STONE. SEDIMENT DEPOSITS ALONG THE SILT FENCE SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. TEMPORARY SEEDING SHALL BE INSTALLED WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE -GRADED FOR A PERIODS LONGER THAN 30 DAY. A PERMANENT VEGETATIVE COVER SHALL BE APPLIED TO AREAS THAT WILL BE LEFT DORMANT FOR A PERIOD OF MORE THAN 1 YEAR. mi W n No I� 1� W V W N REVISIONS ALT H C}I•'w� n yf )too. 021731 �' 1N JOB # I&Vj0,'VAL ' r- AFC � FILE: DATE: 6/10/98 REVISED: 9/1 /98 PER CO COMMENTS SCALE: AS NOTED REVISED: 8/14/98 PER VDOT COMMENTS SHEET REVISED: 7/30/98 PER CO. COMMENTS 3 OF 6 U IH r H Q OWNER: N/F OJAUSMANI, INC. T.M.: 33-A-105 I ZONE: M1 \ / D INDUSTRIAL USE: COMMERCIAL AN H V J I S-ED LO-T 2 669.14_PROP,o� „ co I S 70'00\25 E - \ 00 \ C) U �W/ 1 0 w L� �J o a rn - _ �_- _ - _ - _ _ - w INV 95.62 - �-- --� \ 25' SETBACK I 1 / EXIST. 226.05' - 2' WIDE C�oI- LJ L�- - - cr-(' W 15' C i [oM-E - DiILN� w Uo6 - Rf1T rn @ L29% (SEE DE . fco \ z V J o 98 V J ? 14' ' Y 100 r °� �� oo Ld u 00 'NN w _ 0 1 +or RO G-6 94.48 100.85 I IL N V• f 00.42 z z H W N W .zQ -- I-I�//�� U H W V J oo � z- ^' N 4 N 98.7 x o j � - - 1 \ vn w Z+ I N - . 3 w . 87 VPD I ��Q� o� oU 0 100 x 20 ro TC X�ST EPT% Iw a�cn 50 0 0 8 S ACES ® 9 0 r l zo 100.8 v a Wo +100 to I PACE O x 2 0 98.23 7.54 J SEC.'B' I 00.84 + FG TC I / I o X I C I +TC00. c� 01.37 SEC.'A' PRO P SED LOT 1 N -25' W 1pp OC.74 U or 01.37 TC 01.37 TC -t 01.49 I 1 T Q �s w co 5 00.64 0 6g s' r �, 85.00' o Y FG o NW I OD+ +TC � 00 0��., 6.809 CRES+ ao Q REI I 97.49 I 4' �= 00.37 1 p0 n o �n o 0 o t, z Gl o� WA L FG TC 80.0 0 1 v 00' d 13 x r Q r a o l o F + 97.49 j °' o �' p Mt REINFORCED FG a 3 I® J CONCRETE z o z N i 0-a Q1 �` DUMPSTER o I \ CAv o w z I Li PAD ' -- -� V) 1 I o+ 1 ba ( MANUFACTURING o Z o o0 1I8,645 S.F. o 000 O 1 o w FF = 101.61 '4 12 x30 Y- QCp & oxx m \ I I m 'o V ; SIC CODE - 34 N LOADING SPACE \ I I w CPvwi a = � I �� I ' ° N °? 110�a ®® �, \ • N I GROSS FLOOR AREA o F FG. i I I _ 70 S• oc� 16 X 45 o $ I a o N- '"�+ ow O W = 22,5 F• ma LOADING SPACE I u N _ \ I W rn o \I{ vj [� I 0.07 97.49 ' -x � U II O F•A•R• FG 12 X 30 I rn �' o~ = O U I LOADING SPACE w L 1 J 75 W t GROUND O O I _ __--- z z �- 0 � SPOT 00.1 MOUNTED � co U I - - - - - - w o ,�, '�Z�� ECH MICAL (FLAG FLOOD UGHT LtJ 1 F- - - - - - I w � x I � �N� 5) �- �- °' v' I 4105 S.F. STORAGE -� 51C�+ l �= oN �" (75 WATT, MH) _ , \ vi a rn I -+ 41Cr_ 3 o TYP. OF 3 0 ! I FF = 101.61 01.49 �0 96 a Q + O v' Q I ' �a 3.6652 �( RES i SIC CODE - 34 FG �"\ _i A? c3'� L I Z,aU 0-N Q ar1.45o 33 HEAR.E 0 o j 0 24. °' I rN S.F. FAB0N 520 34 z SIC CODE - I - 97.49 AMBERW Z I G PUMP CH a x RANSFORMEFF a 00, o S R w LLJ PAD. RATIO BOX �, Fl o�oVD 060! 001.37+ 00 r- 06 0 ,n g7 47 + 6' CONC. S/W 01T 7 T N 1900,GAL SEPTIC TANK 000 ap w I rn r rn( TC 8 S A E g 2 8 SPA ES g x 2 oFv or PUMP CHAMBER 01 0. 0 p + U) I rn �� I rn� 0 TC TC U 95.7 � -\ ���' TC > z EXIST. 15" CMPI \ \ I N ao� rQ 9 99.TC 96.T0 � _ - I o rn O hGJ S�vtvG 8 S ACE ® 9 X 20 9 0 94 0 1 _ N FG � \ �� o� � g PA ES g 2 TC 2 P LE � P P G-6 C �,I, 0 S rn 'v W I� 'n 2 0 W TT H G I w TC 5' CURB TC 96 CUT / o I 5' CURB -1 �95.20 (HP) EC TC + XI w II I I v CUT 5')A0 / cn J cn I m EC-1 z z o lz u I Lv W U� Ld U; I zLLJ � f-- 0 0- Q u Oo I I GRAVEL TRENCH ST(3RMWATER MANAGEM NT •�• V-� I SHT. 3) EASEMENT x > I I I I TO POND - 3.00 AC. I � \ �109��,. \ \ EXIST EP x 25' STREET DEDI ION W 131 NS SPRING "GOAD ROUTE 68 EXIS G 30 PRESCRIPTIVE R/W ( 0 POSTED SPE THIS SHEET TO BE CONTROL AND DRAI EXIST OVERHEAD UTIL. LINE -E T EGA \ , EP.65 30 3 I F cE MAID x F 96.20 � i7 `\ TC #j I \ +C x Ii �\� 5.91 \ S TC 95.86 �\ TC 1 I \\ I \ \ / �Q y � Li \SFiQ`\ 75' SETBACk,\ JINV. = 93.14 _ E 626.88' xls1�. 1 ) Ua LE / \ , �� INS 93.04 / \` INV =�g,7� INV = 94.74 T 1"F'ENGF j(TO BE REM 12.0 45- 30.0' x I I EP' -- - - EXIST EP - - - -- NCI SIGHT DISTANCE SIGHT DISTANCE x I I il TO INTX. EXCEEDS 550' w 11 INV = 92.66 X X X 95.5Z TC \ USED FFIR SILTATIDN- NAGE DIVIDES, [INLY,11,1, ERFISI❑N G a(L o O U 00 00 0) o i U - �� ^moo O a [; +•) w�p U) n �.0 Z�cvx� m a w wo co 'bd cQ � I GO w C'-4w W �LL- i�•,x rZ< 0 U > w w d � M fN xo d NN0 tl z 0 U LLJ C) z � O C) f� �z Q L.,J NO 1- L-Li Q I z 0 ry 0 o Q 0 � W c i0 3 0 m L- a 0Q -� � nn L__l� ul z .. W � Of-:N� z Q �z C� cr- J � U Q w W C c~n D < U U G Q � Y J U Ld LLJ Q � w wLj Z w O LL' LLJ N I REVISIONS X X X X X �AV40-' �- '*� l ® 1 T No. OP1731 � . 'Q� JOB #: 0 0 FILE: pNAI DATE: 6/10/98 SCALE: 1" = 30' REVISED: 9/1 /98 PER CO. COMMENTS SHEET REVISED: 7/30/98 PER CO. COMMENTS 4 OF 6 Prune out any dead or broken branches, remove all tags, labels, strings, wires, etc. from plan. 2-3" mulch 2-3' Saucer CONTAINER GROWN SHRUB Set top of root ball equal to or 1-2" above grade. 2T Saucer F Prune out any dead for broken branches. _ Remove all togs, labels, strings, wires, etc. from plant. 2-3" mulch Set top of root ball equal to or 1-2" g �%-- above grade. Remove rope & burlap from root ball. NUMBER PROVIDED 35 36 35 9 10 8 5 Prune codominant leaders Prune rubbing or cross branches -'—� Remove tags and labels. �-� DO NOT purne terminal leader or branch tips Pme narrow crotch angles and water spouts Prune broken branches Prune suckers Cut away all balling ropes Remove top of wire basket Y - S* mulch kept away from trunk JUNIPERUS CHINESIS MIXED COMPACT JUNIPER 3 GALL CONTAINER 32 SHRUB PLANTING DETAIL \ � I 1 EXIST.112" CM d C - 06 r j W I� � ►I l ? 12' z I I I I Z 0 I U) W l(10 � �— x I i / I o� 1 Il i I I I"Z IGLER SI (SE \ mI Ci x oI I 00 1 � I I X L`' ' I 1 I � 1 W l � I I v 0WCz Q N I Remove container; use sharp blade to make four 1/4"-l' cuts the length of ball and cut a 1/4" X on bottom of ball; loosen compacted roots. LANDSCAPE TABULATION SYMBOL BOTANICAL NAME COMMON NAME CALIPER PICEA ABIES (EXCELSA) NORWAY SPRUCE 4' HGHT. PINUS STROBUS WHITE PINE 4' HGHT ACER RUBRUM RED MAPLE 4' HGHT PRUNUS SERRULAATA 'KWANZAN' KWANZAN CHERRY 2" CAL ( JUNIPERUS HORIZONTALIS WILTONI #3 CONTAINER C3 AZALEA HINO CRIMSON #3 CONTAINER t PYRACANTHA COCCINEA RUTGERS #3 CONTAINER PERIMETER LANDSCAPE TABULATION GO ACER RUBRUM RED MAPLE 2" CAL. PARKING LOT SCREENING 27 a ar' �N I`{>`���I _-�i� ��A��I I L {1I•� ,_ II w+ \@I (NOlLT I IvrTO - S\C\ALE) ° \\\ \\ \1I I I l t II \ ®^ �\ \'OF11 i `Ip1�1 It\I �hOII� I'I IIX \� nII IFI I LD\1 \ I �-. ') ��_ I, II I I �- ' 669.14' m Widen and score hole wall Remove container and cut cicmg ......................... roots K container -grown, or much _j burlap as possible if field -grown a_ IDE L 226,05'7�C\ 1,29% TREE PLANTING DETAIL PROP CG-6 y (NOT TO SCALE) QR N g PAC S® X 0 0 10 PACE ® X 2 5 R SEC.'B' + SEC'A' t 22' a C. 85.00' 00 RET, U, o + 0 WALL Z^°°80.00' REINFORCED I J 0CL CONCRETE zDUMPSTER�^a L►_ PADoA C� 1 8,645 S.F. MANUFACTURING 00 Cfl N la. a 0 o� — 16 X 45 SPACELOADING0 w Z IC -----------o �� w � W 0 ,105 S.F. STORAGE ") zO 2C rn 6'6 ° ®U�C3", 22' S.F. FAB 80.0,5 20 Av #2 Z^ CHAMBER '0 Pump TRJSFORMER 1.PAD 1. AI- 85.00' RATIO BOX 3 R CONC. S/W GAL ' SEPTIC TANK _ 9 2 9 X 2 8 SPX E_ g SPA ES PUMP CHAMBER #1 0 W 8 S ACE X 20 .0, PA ES 9 2d 8 o v m F- I wLd I / cu cn j LF` pF STORMWATER MANAGEMENT \ \ II EASEMENT CA II N /I IS OVERHEAD UTI LINE E \ ! I E_ _ _ E _ _ _ _ ---EXIST FENCE (TO BE REM) N 67*24'13" W __ i' 626.88 XIS . 1� CMP - - 7-FEN�E1(TO BE REM) _ ��- �-- INV =_ 9g,78 INV = 94.74 EXIST EP\\ 25' STREET DEDICATION \. EXIST EP _ I I --- -- — -- --- — - EXIST EP -- II BRANSON SPRING ROAD THIS SHEET TO BE USED EXISTING 30' PRESCRIPTIVE R/W ROUTE I I FOR LANSCAPING PURPOSES, ❑NLY!!!! Leave solid soil pedestal - do not dig deeper than ball depth ig hole 2-3 times root ball width well to contain water UNAMENDED bockfill soil Partially bockfill, water to settle soil, finish bockfilling Area for water drainage (pipe or tile could be installed) T H OFF` 1 f�� r�,Ir w c6 M a0- 50 in° U 4.) p 00 00 a rn •� o U ��o r ..t r� i o: Z� Lh U� 'o z - `n Ln d ' x 0)z cn L' o d W O G 0 w rfi w w w L- +�x Z of U c� U-'� ^ Z J Lj d � W 0 d I REVISIONS ' No. 021731 7 p 4-' JOB #: ~J ! FILE: A 0NAL E 1W.W'0.s- DATE: 6/ 10/98 REVISED: 7/30/98 PER CO. COMMENTS SCALE: 1" = 30' REVISED: 9/1 /98 PER CO. COMMENTS SHEET 5OF6 STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT A 3• ., 5:1 FILTER CLOTH 6" MIN. A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. B WASHRACK l0' MIN. (OPTIONAL) 10' MIN. 12' MIN."sz -7— �-- EXISTING PAVEMENT V OOT it]I ~� POSITIVE DRAINAGE IIN. COURSE AGGREGATE TO SEDIMENT B TRAPPING DEVICE �5.. • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION . 12' MIN. SECTION A —A RELA�UKUw LULKLIt uR w 11 SECTION B—B Maintenance The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. FLOW III � III 4' 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW i SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) i I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Maintenance 1. Silt fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 2. Close attention shall be paid to the repair of damaged silt fence resulting from end runs and undercutting. 3. Should the fabric on a silt fence decompose or become ineffective prior to the end of the expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. 4. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. 5. Any sediment deposits remaining in place after the silt fence is no longer required shall be dressed to conform with the existing grade, prepared and seeded. SIL T FENCE C UL VER T INLE T PROTECTION �-- ENDWALL ---- ------- --r------�-- �-- --- ------ --- f -- a i TOE OF FILL TOE SILT FENCE `DISTANCE IS 6' MINIMUM IF FLOW lWK IS TOWARD EMBMENT FLOW OPTIONAL STONE COMBINATION FLOW " VDOT #3, #357 OR #5 COARSE TO REPLACE SILT FENCE IN ' H6nacanvc wrxw HIGH VELOCITY OF FLOW IS EXPECTED I RIPRAP SEDIMENT BASIN SCHEMA TI C ELEVATIONS CREST OF EMERGENCY SPILLWAY DESIGN HIGH WATER (25—YR. STORM ELEV.) MIN, 1.0' 0.5, MIN. 1.0' ---------------- RISER CREST 67 C.Y./ AC. DEWATERING DRY ' STORAGE DEVICE 67 COY./ AC. " WET STORAGE , Iµ111 ie,ilil .c ileica•:::i SEDIMENT CLEANOUT POINT (' WET ' STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25—YR. STORM ELEV.) MIN. 2.0 MIN. 3.0' 0.5 MIN. 1.0' 67 C.Y./ AC. DRY ' STORAGE' RISER CREST 67 C.Y./ AC. 1 " WET ' STORAGE DEWATERING DEVICE SEDIMENT CLFANOUT POINT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25—YR. EVENT) TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting_Dates Species 1 r Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug 31 German Millet 50 (Setaria italica) a. 0 Co GO rn o I � � O � N C9 w I r (n C' I X Z L.f O w 0 Q M 00 Owr�jUj mV)^of W �p U_ = cD U J I CD Z J w Ln Cn d z V) 0 __j C / Q �0 �- L1� L LJ L 1_J C) I z 0 ory Q z 0 C) U w N I REVISIONS i f, ;? / f JOB FILE: DATE: 6/10/98 i`);> :1.. ` C SCALE: N/A NiLAiV ""`�"I SHEET REVISED: 7/30/98 PER CO. COMMENTS 6 OF 6 OWNER: N/F OJAUSMANI, INC. T.M.: 33-A-105 I ZONE: M1 / USE: COMMERCIAL AND INDUSTRIAL I - 0 POSED-- PR , Er INV- EXIST. 15" C P` WIDE __ C/L 226.05' - 2 M C C+ FLBI BnjjoMED_ DL B 3 co ` @ 0.88% (SEE DET. 98 11 z 14' \ Y 100 m r I- (V uj co W O I v o 140.85 I 10' CG-7 TO CG-6 ;n 00 I is � _ T�1 �JTRANSITION (LT. & RT.) r 1 , Io I (P -_`�3 O �a� �_" x \ Co U 1 51L VVVG - r - w _ - W a s ®® \• N - O i I GROSS FLOOR S g �, 6 X 45 Z o w W N �+ O ��' O { = 22,870 S.F. ,�o� I I Q O \" v L4. W I a, LOADING SF N O o (n O I 0.07 96.99 X 30 I F.A.R.=FG r �\ " O I LOADING Z 00 $ 00 U g D I I Q rn 75 W GROUND Z w �---- I p J SPOT 99.61 rn MOUNTED �+- (R U_ 1 0 m Z GLER MECHANICAL (F1AG o U4 FLOOD LIGHT W O - W vx-i I w Sl N (SEE (NOTE 6)\= o �� z (75 W) MH)� ; 4 105 S_F. STORAGE I ' I 2 TYP ( FF = 10 00.99 rn0 o \' I � -0 I W � I 0) " 3 p i SIC CODE - 34 FG + z I CV 0 3 o rn 0 0 o o 24. ®Y X Z a i 520 S.F. FAB A i cn QCL � Z. SI �FCODE C 96.99 Z o 0 NSFORMER o 3 a - 1 01 . V 1 I 5 R FG ww a xLAj F + r + 3 R ^ PAD o� r85.00' F 3r 0 C0 I I N I 0)� 00.87+ + NOTE 9) 00. 7 T 1,500 GAL O ~ N 00 M + S/W (SEE T �O SEPTIC TANK v z �' + o � 97.63 oc� r I 1�_- I I o rn 0 CO 0 TC 8 ES 9 2 8 SPA +o� �~ + PU 0 o w 0 .42 0. 0 rn 00 �_ 6 rn� TC TC co r 0 -rn +EXIST15" CMP_ \ o `� ' Iv 98.90TC T 4-- X-,I �' � g 50 -' I \ TC + I �I \ gSACE C, o \ \ r� Iry PA ES 9 20 Tc P E / P P G-6 5y'.N W 1 \ �rn\°' 6. 1 PR 20WTT H 9 X I ` 5' CURB T I CY_ w > 5' CURB TC 96 CUT EC-1' 9C.80 (HP) (� Y CUT 5'X10'' LL_ i I o "U' ( I m f_ EC-1 Z ;n ��o v I I �I � N I, O) J I fti x h T K _ INV. = 93.5, C5� Sj CJ O � `n I ' - STORMWATER ANAGEM NT Q� p 1 Oo I r { GRAVEL TRENCH EASEME T _ _ MID � '�Cj (SEE DETAIL, SHT. 3) FG.=93.71 C0? OII x @ 0.50% � p \w n =�4.51 pL,�`D� IJ I I NOTE, VDOT�HALL NOT BE HE D END CG-7 O I RESPON BLE FOR MAINT NANCE Lil �,� �ti� OF THE Si�(M POND NOR OR ? o, I� I I LIABILITY DUE T❑ ACCI ENTS. 95.6 PV (J 1 V) a \ \ TC SEC. .,..'A' eiVp 1 34' CG-1 1 + 95 0+ RTE. 668 9�' L i v PVMN'T. SEC. �--- �`S-Q> z I EXIST OVERHEAD U L. LIN 97.43 RAD= CG- (n 0 �25' � E ry I w �STD. RM-2 ---E T FENCE TO BE REM) N 67'24'13" W •y�ti�_ 0i -FG \ 96.62+ EXIST EP _y 97.6$ 12.0, EXIST EP - - 25 STREET DEDICATION ,EP 30.0' _77 (, N S 0 N SPRING �ROAD OWNER: GLEN E. AND JUDY�. RUSSELL T.M.: 33-A-87 ROUTE 68 EXISTING 30' PRESCRIPTIVE R/W ZONE: RA SIGHT DISTANCE SIGHT DISTANCE 0 POSTED SPEED) TO INTX. EXCEEDS 550' USE: AGRICULTURAL (125 x x x x x - 4v .00�� 0" 669.14 \ �� m I � - / J Q~�- �� 25' SETBACK 0 Q <v � a Q I I U1 � I 8.27 \ \ I 1 WATER SERVICETC \ � \ INV = 94.4S \�\ / / 0 98.2 C 97.73 7.04 ~ \ 1 FG LP sE�. A M PRO P SED LOT 1 60S�' 'I I r' RE � VAR. HEIGHT (2'-6) 'ry (- ` v I FENCE (WARD 0 ON BOARD) 6.809 CRES �I r FG 96.99 ` \ \ + I A�r " 0 ;ED FG II I N J L� 6' HIGH OPAL UE I ` FENCE (BOARD \ \ I I ON BOARD) 1 I I kcE I ! I I0 ACE N x1l w,, VvaQ.vixy NOTES. 2" RAD. 2" 2"R 1.) NO TITLE REPORT FURNISHED. PROPERTY SUBJECT TO EASEMENTS 9.) THE 'SIDWALK SHOWN AROUND THE NORTHERLY, WESTERLY 5" 4" AND RESTRICTIONS OF RECORD. AND SOUTHERLY PERIMITER OF THE BUILDING SHALL BE 6" 2.) THE PROPERTY DELINEATED ON THIS PLAN IS LOCATED ON TAX MAP ABOVE THE ELEVATION OF THE ADJOINING PARKING LOT IN 33-A-105B AND IS ZONED M-1. ACCORDANCE WITH FREDERICK COUNTY REQUIREMNTS. 1' 10. THE STORM FLOW TO THIS PIPE WILL NOT BE ADVERSELY -T ;3 , PARTNERSHIP. ) r i I Imo- 3.) OWNER: AFFECTED, BY THE IMPROVEMENTS SHOWN HERE -ON. THE BULK OF THE 4" I I 2' NOTE: CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST CG-6 DETAIL NOT TO SCALE 1 1/2" SM-2A 3" BM-2 1% MIN. GRADE h 9 » 4 \ COMPACTED SUBGRADE 8" COMPACTED 21-A PVMNT. SECTION "A" NOT TO SCALE 7' 1 1 2' NOTE: CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. CG-7 DETAIL NOT TO SCALE 1 1/2" SM-2A 1X MIN. GRADE / COMPACTED SUBGRADE 6" COMPACTED 21-A PVMNT. SECTION "B" NOT TO SCALE RD JAM LTD PARTNERSHIP RUN-OFF FROM THE IMPERVIOUS IMPROVEMENTS IS ROUTED 156 COLE LANE THROUGH THE STORMWATER MANAGEMENT POND AND THE GRAVEL WINCHESTER, VA. 22604 TRENCH WILL, IN ADDITION, PROVIDE AN ADDITIONAL 1,025 C.F. PHONE: (540) 667-4757 OF STORMWATER STORAGE. CONTACT: JIM DOUGLAS 11.) THE PROJECTED TRAFFIC FIGURES ARE BASED UPON "TRIP 4.) TOPOGRAPHY SHOWN HEREON IS BASED ON A FIELD RUN SURVEY GENERATION", INSTITUTE OF TRANSPORTATION ENGINEERS, 1998. BY EBERT & ASSOCIATES. CONTOUR INTERVAL - 2'. USGS DATUM. 5.) DEVELOPER: ZEIGLER MECHANICAL GREEN SPACE TABULATION 156 COLE LANE WINCHESTER, VA. 22604 AREA OF BUILDING PHONE: (540) 667-4757 COVERED LOADING DOCK CONTACT: JIM DOUGLAS 6.) WELL CONTRACTOR TO NOTIFY THE LEXINGTON ENVIRONMENTAL SIDEWALK ENGINEERING FIELD OFFICE OF THE DATE AND APPROX. TIME THAT GROUTING OF THE WELL WILL BE ACCOMPLISHED. WELL TO BE CASED PAVEMENT AND CEMENT GROUTED TO A DEPTH OF AT LEAST 50 FT. TOTAL IMPERVIOS AREA 7.) PROPOSED SIGN TO BE IN ACCORDANCE WITH SECTION 165-30 OF THE FREDERICK COUNTY CODE AND ALL OTHER APPLICABLE REGULATIONS. TOTAL LOT AREA 8.) ISSUANCE OF A LAND DISTURBANCE PERMIT IS REQUIRED PRIOR TO THE INITIATION OF ANY SITE GRADING OPERATIONS. GREEN SPACE %�L 4, 9 rO. Q� 0 \ \DSO Ict A\ \ '0 y04 \ \ 0446, N N 0 MP`- / � 4.74 'EktSr`FEN&1< (TO BE F 9-' - - - EXIST EP - - - 1 VICINITY MAP SCALE: 1"=2,000' 7_0Rt}BERT P. PErr -��o FINAL_ SITE PLAIN,4No, 021731 � COVED A)jo 036 -99 w a� OJ O a� u o � 00 .� a CD U � N O� C zcLt:'o�Ln co Ir-> O cal En In IZ W w. CCD < N ow�w mwr-Of 4-)x LnZOJ 0 y d= x o d W I- Z Q z Q (r_ ocr_ J U Q wZ �-�--I can D C C Go Q U � Y ^ ' J U I_L_I Q 3:o O CD 0, ~ L_1__I N REVISIONS PARKING TABULATION: 22,870 2,480 2,601 S.F. S.F. S.F. 9,600 S.F. OFFICE ® 1 SPACE/250 S.F. = 8 MANUFACTURING EMPLOYEES © 1 /EMPLOY. 2 STORAGE EMPLOYEES ® 1 /EMPLOY. = PARKING REQUIRED = 38 = 8 2 48 SPACES SPACES SPACES SPACES REVISED: 8/14/98 PER VDOT COMMENTS REVISED: 7/30/98 PER CO. COMMENTS APPROVED BY FREDERICK CO. ZONING ADMINISTRATOR JOB #: FILE: 53,278 S.F. PARKING PROVIDED = 61 SPACES DATE: 6/10/98 81,229 S.F. HDCP SPACES PROVIDED = 3 SPACES _ SCALE: 1" = 30' 296,587 S.F. LOADING SPACES REQUIRED = 1 ZI 1��6 SHEET 215,358 S.F. LOADING SPACES PROVIDED = 3 ZO ING ADMINISTRATOR DATE 1 OF 6 TECHNICAL NOTES 1. All wiring must be approved by the local building official and shall be weathertight and permanent in nature. 2. The contractor is responsible for ensuring that all on -site utilities have been located prior to construction. 3. This system is to be installed in accordance with the Virginia Sewage Handling and Disposal Regulations. These regulations shall govern the materials and construction practices to install this low pressure distribution system, including but not limited to pipes and fittings. 4. All pipe is to be PVC plastic. Schedule 40 pipe with pressure fittings is required for force mains. All PVC must be primed and glued. 5. A cleanout port, accessible from the surface of the ground shall be located within 10 feet of the building. Additional cleanouts are required as necessary. 6. A NEMA 1 audio-visual alarm panel is to be installed within the building. The panel will indicate a high water condition in the pump chamber. This panel shall be connected to a separate circuit from the pump. 7. This system should not be installed during wet weather conditions. 8. Topography based on an actual field survey by Ebert & Associates. Datum is U.S.G.S. 9. Thrust blocks are to be installed on 90 degree bends. 10. Pump chamber must be water tight. 11. The pump control shall be NEMA-4X and provided with separate breakers for the alarm/pilot and pump circuits. A NEMA-1 audio -visual alarm panel is to be installed within an inhabited portion of the dwelling. The panel will indicate a high water condition in the pump chamber. This panel will be connected to a separate circuit from the rest of the system. The NEMA-4 control panel is to be installed within 15 feet of the pump chamber. All control boxes shall have locking hasps. 12. Float switches shalll be Goulds model A2-8 or approved equal. INLET INV IN=90.7 SEPTIC TANK DETAIL SINGLE -COMPARTMENT (TYPICAL) (NOT TO SCALE) NEMA 3R JUNCTION BOX 2" PVC VENT FLOAT BRACKET VENT SANITARY TEE TLET ' OUT= 90.6 PROPOSED EL. AT GRADE=101.5(APPROX.) BUILDING INV=99.1 INV=99.0 U INV=99.5 wQ INV=90.6 ?z � as INSIDE BOTTOM EL=93.98 SEE PUMP TANK DETAIL - RIGHT HYDRAULIC PROFILE (NOT TO SCALE) NOTE: CONTRACTOR TO INSTALL A ZABEL/ZOELLER SEPTIC TANK EFFLUENT FILTER (MODEL A1800) AT THE SEPTIC TANK INLET. DISCONNECT GATE VALVE INV IN INLEETi T 20.6 IN. -� TO DRAINFIELD INV OUT=99.0 ADD'L. STORAGE * 580 GAL ALARM up * NOTE: FIGURES * ELEV=97.28 SHOWN ARE 375 GAL 13.3 IN. 1,715 GAL (61 IN.) PER TANK. PUMP ON CHECK TOTAL STORAGE (2 PUMP * ELEV=96.17 VALVE VOLUME TANKS) 375 GAL DOSAGE (13.3 IN.) PUMP OFF WEEP ELEV=93.98 13 IN. ELEV=95.06 HOLE 1500 GAL. PUMP TANK DETAIL USE AN "STA-RITE" EFFLUENT PUMP, MODEL NUMBER 900S, (3/4 HP)DESIGNED (TYP. OF 2) TO DELIVER 65 GPM AT UP TO APPROXIMATELY 25' OF HEAD NOTE: STORAGE CAPACITY = 28.13 GAL/ INCH (NOT TO SCALE) DITCH INVERT EL=92.79 TO DRAINFIELD VALVE BOX INV=98.2 2' MIN. COVER FORCE MAIN INV. = 90.54 / / 4j Q / Qom/ = O \,O 0 19 3 22 ,CD LATERAL LAYOUT SUMMARY MANIFOLD ONE LATERAL NO. LATERAL LENGTH LATERAL DIAMETER HOLE DIAMETER NO. OF HOLES/LATERAL 4" PVC PIPE W/CAP CLEANOUT COVER 1 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 14 2 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 1 1/4" PVC 'CAP 3 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 FILTER FABRIC OR UNTREATED 1 1/4" PVC PIPE BUILDING PAPER 4 50 Ff. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 5 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 6 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 1 1/4" SCH. 40 PVC PRESSURE PIPE 1/2" TO 3/4" GRAVEL-- 1 1/4" ELBOW MANIFOLD TWO LPD CLEANOUT DETAIL LATERAL NO. LATERAL LENGTH LATERAL DIAMETER HOLE DIAMETER NO. OF HOLES/LATERAL (NOT TO SCALE) 7 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 14 8 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 14 9 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 10 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 11 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 12 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 11 MANIFOLD THREE LATERAL NO. LATERAL LENGTH LATERAL DIAMETER HOLE DIAMETER NO. OF HOLES/LATERAL 48" 1 1/4" FEMALE NPT 13 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 14 14 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 1 1/4" MALE NPT 15 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 FILTER FABRIC OR UNTREATED 16 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 BUILDING 17 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 SCHPAPE 40 PVC PRESSURE PIPE 18 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 11 1/2" TO 3/4" GRAVEL- 1 1/4' ELBOW MANIFOLD FOUR NOTE: HIS RISER IS TO BE INSTALLED IN ORDER TO ADJUST HE PRESSURE AT HE DISTAL END OF EACH LATERAL. LATERAL NO. LATERAL LENGTH LATERAL DIAMETER HOLE DIAMETER NO. OF HOLES/LATERAL HE WATER SHALL RISE TO A LEVEL OF 3 To 4 FT. 19 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 14 AFTER THE PRESSURE HAS BEEN ADJUSTED 20 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 SATISFACTORILY, E LAST SECTION OF RISER PIPE WILL BE REMOVED AND A CLEANOUT 21 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 SHOWN INTHELPVER D CLEANOUTDDETAL ONE THIS SHEET. 22 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 13 LATERAL RISER DETAIL (DISTAL END) 23 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 (NOT TO SCALE) 24 50 FT. EACH 1 1/4 IN. NOMINAL 3/16 INCH 12 V / > EX -- ` BRA VET _ YQR/V���✓A Y -- PVC OR CONCRE VALVE BOX W/COVI 2" PVC MANIFOLD TO LATERALS 6" BACKFILL II II 2" PVC MANIFOLD (11J Y TO LATERALS VALVE BOX DETAIL (NOT TO SCALE) ..•..... NOTE:TO DEEP DRAINFIELD TRENCHES SHALL BE 5-6' ON CENTER. • TRENCH DETAIL (NOTTO FILTER FABRIC OR UNTREATED BUILDING PAPER 1/4"0 LATERAL 2' MIN PVC MANIFOLD 4" PVC SLEEVE (TYPICAL OF ?) j 1 1/4" PVC LATERAL NOTE: HE MANIFOLD IS TO BE INSTALLED ABOVE THE LATERALS IN ORDER TO ALLOW HE WATER TO DRAIN WHEN HE PUMP SHUTS OFF. HE FIRST HOLE IN EACH LATERAL SHALL BE POINTING UPWARDS TO PROVIDE A VENT HOLE, WHICH WILL PREVENT AN AIR LOCK FROM OCCURRING. THIS HOLE WILL BE COVERED BY A 4" PVC SLEEVE. ALL REMAINING HOLES WILL FACE DOWNWARD. MANIFOLD TO LATERAL CONNECTION (NOT TO SCALE) P% �Z- I~ w 0M aEL �o o N •�a �n U RCN OQ) � E Z rn CL w rd� o <> i m N _C.4� r` 4} V �x Q) w d x o d Q U U z Q V)z o z UQry W w U 6Z Q::) �o U LI` Q Y _f w z w 0 I- O w Of L L] N I REVISIONS P 'lo JOB #: FILE: ' j_) A1, DATE: 6/10/98 SCALE: AS NOT REVISED: 9/1 /98 (PER CO. COMM.) SHEET REVISED: 7/30/98 (PER CO. COMM.) 2 OF 6 I- (0 7 Ij IG I- 3 3 ROUTE 11 TYPICAL SECTION (NOT TO SCALE) - -1 1/2" SM-2A 4" BM-2 17. MIN. GRADE 'COMPACTED SUBGRADE 8" COMPACTED 21-A RTE. 11 PVMNT. SEC. NOT TO SCALE NOTES: 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER STATE, FEDERAL, OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL APPLY. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY, AND HEALTH ADMINISTRATION, AND VOSH RULES AND REGULATIONS. 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, NETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. 4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL, AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. OFFSITE DRAINAGE DIVIDES SCALE: 1" = 500' PRIME COAT ROUTE 668 TYPICAL SECTION (NOT TO SCALE) -1 1/2" SM-2A 1% MIN, GRADE COMPACTED SUBGRADE COMPACTED 21-A RTE 668 PVMNT. SECT. NOT TO SCALE 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES, AND VDOT PRIOR TO INITIATION OF WORK. TCONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MANTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. STORM DRAINAGE NARRATIVE �Z =aE THE BULK OF THE STORM WATER THAT DRAINS THROUGH THIS SITE DRAINS FROM APPROXIMATELY 250 ACRES, WEST OF ROUTE 11. RUNNING A TR-55 ANALYSIS p O ON THIS DRAINAGE SHED RESULTS IN A PEAK 2-YR. DISCHARGE OF 68 CFS AND A Q U PEAK 10-YR. DISCHARGE OF 202 CFS. (SEE APPENDIX "A" OF THE SWM CALCULATIONS M 'b FOR THE RESULTS OF THE TR-55 MODELING) THE PORTION OF THE DRAINAGE SHED IN- CLUDED IN THIS ANAYSIS WAS THE 220.6 AC. AND THE 25.3 AC. SUBAREAS SHOWN � ►� 1 ABOVE. THESE AREAS FLOW THROUGH TWO CULVERTS UNDER ROUTE 11 (CULVERTS #1 U ai N AND #2, SEE "OFFSITE DRAINAGE DIVIDES", ABOVE) THE STORM DRAIN CALCULATIONS I FOR THIS SITE ARE BASED UPON THE FLOW RESTRICTION POSED BY ROUTE 11 AND THAT THE EXISTING CMP CULVERTS ARE REPLACED BY THE SAME � w Z S ON THE ASSUMPTION Z ~ SIZED RCP CULVERT (BETTER HYDRAULIC CHARACTERISTICS). BASED UPON THESE ASSUMPTIONS, ZEIGLER SITE ARE CONTROLLED BY HEADWATER CONDITIONS. 0 m N THE FLOW THROUGH THE AT CULVERT #1, THE AVAILABLE HEADWATER IS 3.36'. USING A HEADWATER CHART d CL > FOR CONCRETE PIPES, FLOW THROUGH CULVERT #1 IS ESTIMATED AT 14 CFS. THE SAME 'b o a I PROCEDURE FOR CUILVERT #2 YIELDS AN ESTIMATED PEAK FLOW OF 7 CFS. BOTH OF BY STORM FLOW (FLOOD g W) THESE FLOW OCCUR AT SUCH A TIME AS ROUTE 11 IS CRESTED CONDTIONS). THESE ARE THE FLOWS USED IN SIZING THE DITCH THAT FLOWS FROM THE 3 w CULVERT #2 LOCATION AND AROUND THE EAST SIDE OF THE PROPOSED ZEIGLER BUILDING. Ln y �M�� W CULVERT NUMBER CULVERT MATERIAL INVERT ELEV. ROAD ELEV. H/W DEPTH 1 18" CMP 98.99 102.35 3.36 cn 2 15" CMP 98.34 101.85 3.51 x 3 15" CMP 98.46 101.89 3.43 d 10 YR. W/S 1 d 0(10) = 61.4 CF5 � 1 2' X 2' TRENCH (SEE DETAIL, THIS SHT.) 5 = 0.50% N = 0.03 d = 3.0' V = 1.7 FPS DITCH LINING = SOD DITCH "A" DETAIL (NOT TO SCALE) 10 YR. W/S d I 3 0(10) = 16.6 CFS 5 = 1.87% N = 0.05 d = 1.34' V = 3.0 FPS DITCH LINING = RIP -RAP DITCH "C11 DETAIL (NOT TO SCALE) 10 YR. W/S I/A"/1' MIN. d i 0(10) = 7 CFS 2�- 5 - 0.88% N - 0.03 d = 0. 7' V = 2.8 FPS DITCH LINING = SOD DITCH "B" DETAIL (NOT TO SCALE) 6"-57-A STONE 2. 0' TTL. FILTER FABRIC (OVERLAP TOP, I' MIN.) 2' X 2' TRENCH (FILLED W/ 57-A, WRAPPED IN FILTER FABRIC) TRENCH DETAIL (NOT TO SCALE) SILTATION -EROSION CONTROL NARRATIVE THIS PROJECT CONSISTS OF THE CONSTRUCTION OF AN APPROXIMATELY 23,000 SQUARE FOOT OFFICE/MANUFACTURING BUILDING AND THE RELATED PARKING AND SMARTWEED IMPROVEMENTS. THIS CONSTRUCTION WILL DISTURB APPROXIMATELY 4.5 ACRES OF A PROPOSED 6.8 ACRE LOT LOCATED ON THE NORTHEAST CORNER OF THE INTERSECTION OF ROUTE 668 AND ROUTE 11. THE CONSTRUCTION ENTRANCE (WITH WASH RACK), THE SILT FENCE LOCATED ADJACENT TO ROUTE 668, AND THE ROCK CHECK DAM INLET PROTECTION SHALL BE THE FIRST STEPS IN CONSTRUCTION, PRIOR TO ANY LAND DISTURBING ACTIVITY. ONCE THESE MEASURES ARE IN PLACE, CONSTRUCTION OF THE TEMPORARY SEDIMENT BASIN AND THE STORM CONVEYANCE CHANNELS (DITCHES "A,B, & C") SHALL BE THE NEXT PHASE OF CONSTRUCTION. THE SILT FENCE SHOWN BELOW THE WATER SERVICE CONNECTION AND THE SEPTIC FIELD/FORCE MAIN AREAS SHALL BE IN PLACE PRIOR TO THE CONSTRUCTION OF THESE ITEMS. ALL MEASURES ARE TO BE INSPECTED ON A DAILY BASSI, WITH ANY DISCREPANCIES REPAIRED BY THE END OF 'THE WORK DAY. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO ROUTE 668. THIS MAY REQUIRE OCCASIONAL TOP DRESSING WITH ADDITIONAL STONE OR THE REWORKING OF EXISTING STONE. SEDIMENT DEPOSITS ALONG THE SILT FENCE SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. TEMPORARY SEEDING SHALL BE INSTALLED WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE -GRADED FOR A PERIODS LONGER THAN 30 DAY. A PERMANENT VEGETATIVE COVER SHALL BE APPLIED TO AREAS THAT WILL BE LEFT DORMANT FOR A PERIOD OF MORE THAN 1 YEAR. z W W CD Q z CQ G V Q W I REVISIONS I A L� No. 021731 ✓��'SC� JOB #: �a►0,«A,w FILE: DATE: 6/10/98 REVISED: 9/1/98 PER CO COMMENTS SCALE: AS NOTED REVISED: 8/14/98 PER VDOT COMMENTS SHEET REVISED: 7/30/98 PER CO. COMMENTS 3 OF 6 U H r^ LL V J H Q OWNER: N/F OJAUSMANI, INC. \ T.M.: 33-A-105 ` \ z ` I ZONE: M 1 \ USE: COMMERCIAL AND INDUSTRIAL H V J I f L -&T 669.14_ __ --PROPiOS-E-D .� „ m S 70 00 ,25 E i U W N 00 LLJ L� l-! L' INV=95,62 = _ =� -- - - _ -� - '- - \ 25' SETBACKLLJ EXIST. 15' C L 226,05' - 2 WIDE W M c F; ez RnTTo►u Duce+ U6 CA 00 ` @ 1.29% (SEE DET, SHT, �� \ '! aMQ z 14 100IP TC \ R SER E • vN \ / L� z w o 1 I I +0►- Rp G-6 \ 94.AS WASE U 1 I 100.85 ' a�� rr-�� r �J N`n +TC C \ y N o C)TC 00.42 U I H LLI V J X c/� I N Z a 87 VPD N N N 98.7 I l Vi w Z+ c > �Qi ary c4 U 100 Nu r TC I � a,�, 0 �G o 0U ~ 8 S ACES ®9 X 20 cOt- 100.8 c9 o w o Z G V 1 +J()p 10 PACE A X 2 98.23 7.54 SEC.'B' I I +00.84 .0 ' TC 01.37 TC 01.37 + FG TC SEC'A' I,\ PROP SED LOT 1 11 I �E I w , w �00. I 00.74 0 01.37 0 01.49 r I �5 TC00.64 0 ~ 65 6 W 85.00' o Y FG o ` N W I pp+ +TC - 6.8 0 9 CRES + o O RE 97.49 I �= 00.37 100 fn o � o N 0 � WA L + 1 D1 I 4' TC U 0 0 80.00' 13 a o o FG / I Q x r- C3 + 97.49 , I z 3 a n o / O i A" J REINFORCED FG a I U = r c� CONCRETE \ I \ g ® s� z� a °'t' DUMPSTER- 1 0 I N h! I t, z I Li PAD \ ° + \ I o ;? ; 8,645 S.F. MANUFACTURING o I I r c� o Cl �\ Z - 0 o 0 a - LaJ I = 101.61 d- 12 X30 o �n \'`a W �' W Q° " //�� 1 - 34 N LOADING SPACE a D X X \ 00 r ts.. I SIC CODE o V W a-af ® 0 O \• 04 II i GROSS FLOOR AREACO LL- S s x 45 ZO I O 8 O 10_ o a N �+ 0 0 O V- W I 22,870 S.F. r- LOADING SPACE m g� ' 0 ��� L6 ED I F.A.R.= 0.07 97.49 N 0 U O FG 12 X 30 U I I Z � o `- = O U I LOADING SPACE w I rn 75 W 1 GROUND U �+- O I -- --- z SPOT p0.t MOUNTED v+- Co 0 w z �--1 0 \ m 'ZEiGLER ECh1ANICAL� (F►�G F100D LIGHT liJ 1 O F - - - - - - - - - - - - - w X I w SIGN (SEE�NOTE 6) 0 (75 WATT, MH) �- ? I 4 105 S.F. STORAGE Vi I I 3 N o N TYP. OF 3 0 , 1 FF = 101 .61 01 .49 r c� X )- I \ u w� I ) n z o 3.6652 RESj I SIC CODE - 34 FG + LLJ 0 00 i N ! 0- 3 zfO v�i �1.4g33 H ARE9 I - j)( o 0 24. Y x 3 a ' 0 520 S.F. FAB I U ~ / NN U q~i OLUi 80.0 O �4 w Z,. SIC CODE - 34 I 97.49 Z cn a / I TIZ'ANSFORMER o 3a FF = 101.61 ( 5 R FG PUMP CHAMBER o M X �+ N / PAD o A v 85.00' RATIO BOX 3� 0 V } c0 I r �� 3 R �O / o O F N D a0 + + z o6 0 N 97 47 6' CON' S/W 01. 7 T co I 00 I�w I rn ;0 0 TC 8 S A E 9 2 rn �� I rn0 ~ 0 TC 00 > > I I I co ? EXIST. 15- CMP, \ 00-J °' 9�p \ ui Ln rn / o rn o o I I \ oo� Mom g PA ES 9 2 , S TC rn W 4. 0 PR P C 6' ` w I I Tc D j I I 5' CURB 0 I (1 x I w II 0 CUT 5,X10' m� � Jo U' ( ` I � EC-1 -j V) T I 00 I I I '� GRAVEL TRENCH STORMWATER MANAGEM NT r= I SHT. 3) EASEMENT � \ I W I - LLJ I I I TD POND = 3,00 M L1J W I CL zL w EXIST OVERHEAD LIT L. ;' ��' xIT-x Q N \ x - EXIST 25' STREET DEDI ION W B NS SPRING c OAD ROUTE 68 EXIS G 30 PRESCRIPTIVE R/W ( 0 POSTED SPE X X X- THIS SHEET TO BE CONTROL AND DRAI X 01.37 + TC 1,500 GAL N rn SEPTIC TANK 8 SPA ES 9 X 2 0� o~ PUMP CHAMBER 01 o + 95.7 TC r 99.40 0° 96.40 TC •Q hOJ�`Stv�V• + 8 S ACE ® 9 X 20 9 0 94 0 FG \\ H P C SGG�� W 1T -f 5 UC RB T / TC CUT / EC-1 /9�.�0 (HP) + 0 TSB <b .�. �I M E MO EXIST EP • • • _ • was SIGHT DISTANCE SIGHT DISTANC] TO INTX. EXCEEDS • USED FOR SILTATI❑N NAGS DIVIDES, ONLY11,1, mil I � N I u \ I D C) 9 ' \ I I RCE MAIN 0 I� � I F 96.20TC + C x ' �\ i \ \ �0 5.91 I i i y \\ TC 95.86 I \/ TC V. �� • � � I o 1 \ \ � \ \0�'S0LLJ / 2 \ y6 01 Liti - � - - 75' SETBACK \ 4\ S0 �( y0�f ! C \ S If IINV. = 93.14 E _ 626.88' INV=--94.78 XIST�INV 94.74. 1 = r-FEN (TO BE REM) 93.04 I � -" EXIST EP -'- EP INV = 92.66 -X X E R 0 S 10 N X X aCL o 0 U 4-) 0 00 co -� o rn U - .,^ �o �0 U� ��n z� o � U)'o zV, N x� oQ>M60 N �w C>� O w w�� co +)x F Z of N C.D �n d N x In d 1� z O W z � O C) �z O Q w 1IL � LLJ � z I- O r?*, 0 o Q W u i 3 0 � J 0 wQ ) W n L1- 3�aW O�N� z � z � CO J J U Q w L-LJ Q-) O U < � Y Q W LLJ w Lj Z CD O � cn N I REVISIONS RT F, E--� No. 02,1731 \c' jA0 ,Ssr �C ANAL �'� sw� JOB #: FILE: DATE: 6/10/98 SCALE: 1 = 30' REVISED: 9/1 /98 PER CO. COMMENTS REVISED: 7/30/98 PER CO. COMMENTS SHEET 4 OF 6 2F 3" Saucer Id EXIST. l 12" ro Lw 0 L"', 3 Prune out any dead or /� broken branches, remove / all tags, labels, strings, wires, etc. from pion. 2-3" mulch Set top of root ball equal to or 1-2" above grade. Remove container; use sharp blade to make four 1/4"-1" cuts the length of ball and cut a 1/4" X on bottom of ball; loosen compacted roots. Prune out any dead or broken branches. Remove all tags, labels, strings, wires, etc. from plant. 2-3" mulch 2-3" Saucer Set top of root ball equal to or 1-2" �%-- above grade. _ Remove rope & burlap from root ball. r' Dig hole 2-3 times width of root boll. BALL t BURLAP SHRUB LANDSCAPE TABULATION SYMBOL BOTANICAL NAME COMMON NAME CALIPER PICEA ABIES (EXCELSA) NORWAY SPRUCE 4' HGHT. PINUS STROBUS WHITE PINE 4' HGHT ACER RUBRUM RED MAPLE 4' HGHT PRUNUS SERRULAATA 'KWANZAN' KWANZAN CHERRY 2" CAL 0 JUNIPERUS HORIZONTALIS WILTONI #3 CONTAINER Q AZALEA HINO CRIMSON #3 CONTAINER PYRACANTHA COCCINEA RUTGERS #3 CONTAINER PERIMETER LANDSCAPE TABULATION t� ACER RUBRUM RED MAPLE 2" CAL. PARKING LOT SCREENING NUMBER PROVIDED 35 36 35 9 10 8 5 27 Prune codominant leaders Prune rubbing or cross branches Remove tags and labels - DO NOT purne terminal leader or branch tips Pme narrow crotch angles and water spouts ---Prune broken branches I " Prune suckers Cut away all balling ropes 2" - S mulch kept away from trunk Remove top of wire basket JUNIPERUS CHINESIS MIXED COMPACT JUNIPER 3 GALL CONTAINER 32 SHRUB PLANTING DETAIL � (NOT TO SCALE) 1/ 2' j II ' I I I I i I I I1 yy 1 IGLER SI (SE Xrq 00XLd W �JX �I v 0Uj I \ I O I m 1I II I r S 7900 ,25' E _ _ \ \ � Aden and score hole wall -- Remove container and cut circ mg \ \ roots if container - grown, or as much burlap as possible if field -grown L 0 -� C/L 226.05' - 2' WIDE — \ FL>� unTTOMED Du=M J ' \ 94 \ I 0 1.297 TREE PLANTING DETAIL (NOT TO SCALE) 1 r I- N CV I � I \ II I \ T�C I g PACS® X 0 T � 1 Q } 10 PACE 0 X 2 I �XiS 1 Q 5 R II \ \ I ® + I SEC.'A� 22 0 C. CA 85.00' J I 00 VO RET, I I I A f u7 O ( + 13° 0 o WALL j I a X o? 80.00, o REINFORCED I I I I 1 I ° n J / I J CONCRETE \ 1 ' - j I ® =cr 3°r I DUMPSTER Io A v I L` PAD I 00 I 8,645 S.F. MANUFACTURINGI \ N t o 0 CDI o I Wa ,LL I O M v X o 16 X 45 +—0 LOADING SPACE O \ I I N ICAL 0 N I `� I • ��-- (D I ------ ------------ A I I w IQ W �1� J I N 3 \ I I I � F 4,105 S.F. STORAGE I I �` "' I �' I o D— I \ I MAIN #2 c3 N M �► I ® z 22' � J S.F.FAB II PUI I II \FOORRCCEE MC3r� a 520o"_ 80.00/ Fv _ o Z I \ 6J. a CHAMBER V) TRANSFORMER Lc` II Dr r 5 R I3 R PAD o A v 85.00' RATIO BOX / I I s®s I / + 6' CONC. S/W \� 1,500 GAL ` T_ I _ w SEPTIC TANK I I Z c� w 0 8 SPA ES 9 2 8 SPA ES 9 X 2 PUMP CHAMBER #1 I \ I 1 ;w I 0 ��, —� 0 �a I I I Wo o \ I O B O \ ( 8 S ACE ® 9 X 20 E / \ / I \ 0I \ \ 8 PA ES 9 20 S w I \ v � U U) Fm .2 LLj LO FI- w STORMWATER MANAGEMENT EASEMENT so 4i co 9 IS OVERHEAD UTI . LINE E E E —EXI� FENCE (TO BEREM) N 6724'13" W 626.88' I sF6A FjRNkFL". o�S( � r \-F—EN —CIE 1N (TO B-- E REM)INV _�4 78 INV 94.74 EXIST EP 5' STREET DEDICATION EXIST EP EXIST EP EXISTING 0' PRESCRIPTIVE R/WANSON SPRIN'G ROAD ROUTE 668 a I I well to contain water LINAIIENDED backfill sail x THIS SHEET TO BE USED FOR LANSCAPING PURPOSES) [INLYI,1,1,1, Partially bockfill, water to settle soil, finish bockfilling Area for water drainage (pipe or file could be installed) Leave solid soil pedestal - do not dig deeper than ball depth ig hole 2-3 times root ball width a 00 00 rn o I cD uJ N 0 z�o�� N N x n N I CL W O �U > r700 N CD � w CO wr`L� 07 U I J r7 Z op C Z w ZD Cn I REVISIONS No, 021731 0 JOB #: �"t'OIVAL �G/® FI LE: Ar DATE: 6/ 10/98 REVISED: 7/30/98 PER CO. COMMENTS SCALE: 1" = 30' REVISED: 9/1 /98 PER CO. COMMENTS SHEET 5OF6 STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT A 3' 5:1 FILTER CLOTH MIN, A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. T l0' MIN. B �/ASHRACK I I— (OPTIONAU I 11.�'N' is �i �•:��s's.{��1 SECTION A -A REINFORLED LONLHLIL URR,IV a Mr SECTION B-B Maintenance The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. IUI 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. eW'��FLO SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Maintenance 1. Silt fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 2. Close attention shall be paid to the repair of damaged silt fence resulting from end runs and undercutting. 3. Should the fabric on a silt fence decompose or become ineffective prior to the end of the expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. 4. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. 5. Any sediment deposits remaining in place after the silt fence is no longer required shall be dressed to conform with the existing grade, prepared and seeded. SILT FENCE CULVERT INLET PROTECTION 7 ENDWALL ---- ------- ------ --- • • TOE OF FILL SILT FENCE • DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMNK BAMENT Flow OPTIONAL STONE COMBINATION FLOW p'VDOT /3• #357 OR 15 COARSE TO REPLACE SILT FENCE IN " H0r%zrzIIVC wrKAV HIGH VELOCITY OF FLOW IS EXPECTED 2.5' CLASS I RIPRAP SEDIMENT BASIN SCHEMA TI C ELE VA TLTONS CREST OF EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 1.0' MIN. 1.0' --------------- RISER CREST 67 C.Y./ AC. DEWATERING DRY" STORAGE DEVICE 67 COY./ AC. " WET STORAGE„ff{ri IIt1t1 ` 'If.l.'.It.ftis .:11T6. . SEDIMENT CLEANOUT POINT (- WET - STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 2.0 �0' MIN. 1.0' 67 C.Y./ AC. DRY " STORAGE ' RISER CREST 67 C.Y./ AC. " WET " STORAGE DEWATERING — DEVICE SEDIMENT CLEANOUT POINT S ` RISE 2 DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species kI r Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secale cereal I.) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug 31 German Millet 50 (Setaria italica) 00 00 rn O I � � O � O N '-05 o v,n (n CV. X N I L Z l� O w 00 S(n M� O w Li 3i LN.J ^ L� S � Ln v I IY, Z o 0 3 F- J w J F— z C/') 0 C/ ON W 1� Q W I z 0 o ry Q Z 0 Cn U Q U Q z z Q U)� o� Q U wZ W Cn D <o Q U � Y J U_ Q ry W wo Lj Z � O CDIn I REVISIONS FILE: t,J' ~ ' DATE: 6/10/98 SCALE: N/A Ae N4* SHEET REVISED: 7/30/98 PER CO. COMMENTS 6 OF 6