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Home My WebLink About24-03 Ellis Self Storage - Self Storage - Stonewall - BackfileFIRE MARSHALL GENERAL NOTES EROSION AND SEDIMENT CONTROL NOTES SELECT MINIMUM STANDARDS 126 GENERAL EROSION AND SEDIMENT CONTROL NOTES SELECT MINIMUM STANDARD1 S 1. "NO PARKING — FIRE LANE" SIGNS WILL BE PLACED ON THE SITE c9 1 98 28 AT THE FIRE MARSHALL'S DISCRETION. ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after �� T�j 223--195 constructed and maintained according to minimum standards and specifications of the Virginia Erosion and final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control seven days to denuded areas that may not be at final grade but will remain dormant for longer 13 �� s ►-a z Regulations. than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for that '�`1?/ r� ro ES-2: The plan approving authority must be notified one week prior to the preconstruction conference, one more one year. r sr �' j 8� 76 ^^ F-� 00 week prior to the commencement of land disturbing activity, and one week prior to the final inspection. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected / (� ES-3: All erosion and sediment control measures are to be placed prior to or as first step in clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. „��+ ,� �� (� o f �°` �, 283--58 ro 0 1 7 013 "� � .�� J- 12 U� � � = . � o r` 1-0 N I-- cfl r� times. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap a �j �` ,�� .� L o I CY ES-5: Prior to commencingland disturber activities In areas other than indicated on these plans, (including, g p g sediment shall be constructed as a first step m any land disturbing octiv;ty and shall be made functional before u slo land disturbance takes lace. �+ r.4 �— O Ln `( but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion a p p p °` control plan to the owner for review and approval by the plan approving authority. Stabilization be to dams, dikes diversions / '� ' ,a a Q �' z c� x I w <o measures shall applied earthen structures such as and n� nr re �? b� ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to immediately after installation. J T? 00 prevent erosion and sedimentation as determined by the plan approving authority. t r v ES-7: All disturbed to drain to Underground utility lines shall be installed in accordance with the following standards in addition to x t1J , CD areas are approved sediment control measures at all times during land disturbing during development other applicable criteria: o 43 17 Q A '— ^3 m w w activities and site until final stabilization is achieved. —No more than 500 linear feet of trench may be opened at one time. R� � W „� "v 1 i 0 4—a j� ES-8: During dewatering operations, water will be pumped into approved filtering device. —Excavated material shall be placed on the uphill side of the trench. -Flow from dewatering operations shall be filtered or passed through an 9 39 `_ '� 8` 2 O 1 � — cn �-- _ ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing approved sediment trapping divide or both and discharged in a manner that does flowing .. A `"`�-.,, �,, v I 0 r, z_ O O rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices not adversely affect streams or off -site property. -Material for back filling trenches be in e o ,� 2 Q ct 3 shall be made immediately. used shall properly compacted order �� ; �j to minimize erosion and promote stabilization. -Restabilization be in the �� toy'CD '` a G.. ^� rn CD w shall accomplished accordance with regulations. �o� rQ rp1 . '� 20 4 r .... ^• N w w �- -Applicable safety regulations shall be complied with. ro 4� � ED Where construction vehicles access routed intersect paved or public roads, provisions shall be made `'Os `�'^ 2 to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at \ the day. Sediment be from the ry am w end of each shall removed roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment 'a� NIP is removed in this manner. This provision shall apply to individual development lots as well as to VICINITY MAP Ir01 . ' larger land -disturbing activities. „ �,f ,yrl• 0 , 1 = 500 a ti� �� All temporary erosion and sediment control measures shall be removed within 30 days after finall site stabilization or after the temporary measures are no longer needed, unless otherwise authorized Iby the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and PROJECT DATA: PROJECT: sedimentation. ELLI5 TOTAL AREA OF SITE: 9.043 ACRES CURRENT ZONING: M1 SELF-STOK"" AGE %C2. GENERAL NOTES 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION CURRENT USE: SELF-STORAGE IN A PUBLIC RIGHT OF WAY. PROPOSED USE: SELF -STORAGE THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST BUILDING HEIGHT ALLOWED: 35' MAX. SITE INFORMATION: BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY. BUILDING HEIGHT PROPOSED: 12' HIGH F.A.R.: 24 /o ADDRESS: 561 STEPHENSON ROAD 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE TM #44 - ((A)) — 173 PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND LEAVING THE SITE. BUILDING SETBACK REQUIREMENTS M1 ZONED: M1 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS FRONT: 75' LEFT: 25' DEED BOOK 579, PG 104 AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE THE RESPONSIBILITY RIGHT: 25' Z OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED TO ORIGINAL CONDITIONS. REAR: 25 2 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH BUILDING SETBACKS PROPOSED OWNER/DEVELOPER: THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION 3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION FRONT: . 4 EFT LEFT: 40 3' L E O N A R ® ELLIS U') OF THE PROJECT. RIGHT: 36.0 REAR: 41.1 10487 WASHINGTON HIGHWAY [� Z Z) 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE OF THIS SITE. GLEN A LEN, VA 23059 LLJ 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND (804) 550-3370 W DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. Z v 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND GREEN SPACE CALCULATIONS t,J) w GUIDELINES SET FORTH BY OSHA AND VOSH. AO 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) 25% REQUIRED (9.043 * 0.25 -) 2.260$ AC. UJ 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND 28% PROVIDED (2.5533/9.043) 2.5533 AC. u- Ul EXISTING SITE CONDITIONS. 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY UTILITIES REQUIRED BY THIS SITE PLAN. 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. _.. "'y ~ U d, <. � 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95%03 'A' DENSITY FOLLOWING METHOD OF THE STANDARD PROCTOR ASTM-D698, AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND PARKING CALCULATIONS ®qev®0S ld APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL REQUIRED 1/5000 SF BUILDING SPACE SUPERSEDES THIS NOTE IF PROVIDED. 35,168.8 SF PROPOSED NEW BLDG/5000 7.03 REQUIRED SEAL AND SIGNATURE 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY 8 PROPOSED PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR T H OF V� �p REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND LANDSCAPING CALCULATIONS , SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC PERIMETER PARKING LOT LANDSCAPING o ' � MICHAEL M. ARTZ WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND REQUIRED 1 TREE PER 10,000 SF NEW IMPERVIOUS AREA COORDINATE THE WORK WITH PUBLIC WORKS. 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE 96,250 SF / 10000 = 9.63 TREES PROVIDED 10 TREES No. 1513 / THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF INTERIOR PARKING LOT LANDSCAPING cz vim ! 9 SURVEY NOTES EACH WORK DAY. 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE REQUIRED 1 TREE PER 10 PARKING SPACES 7 NEW SPACES = 7/10 = .7 TREES 4D SURV;;'t�� CONSTRUCTION PROCESS. PROVIDED 1 TREE 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A 17. THE CONTRACTOR WILL NOTIFY ALL UTILITY COMPANIES PRIOR TO BUFFER TREES THESE PLANS ARE IN CONFORMANCE WITH COUNTY FIELD RUN SURVEY PERFORMED BY ARTZ & ASSOCIATES. EXCAVATION WITH EASEMENTS. REQUIRED 1 TREE PER 10 LINEAR FEET OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION 18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. 710'/ 10 = 71 TREES PROVIDED 71 TREES OR CHANGE IN THESE PLANS SHALL BE APPROVED BY 2. ELEVATIONS ARE ASSUMED DATUM. INTERVAL IS 1 FOOT. THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. FREDERICK COUNTY PUBLIC WORKS APPROVAL z 0 CONTACT NUMBERS V) ELLIS SELF STORAGE: LEONARD ELLIS (804) 550-3370 ALSON SMITH (540) 662-7374 DIRECTOR DATE ENGINEERING FIRM: ARTZ & ASSOCIATES, PLC (540) 667-3233 FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651 SITE INSPECTIONS: PLAN REVIEWER DATE DEPARTMENT OF INSPECTIONS (540) 665-5650 EROSION AND SEDIMENT CONTROL; DEPARTMENT OF PUBLIC WORKS (540) 665-5643 o FREDERICK COUNTY ZONING APPROVAL TELEPHONE: VERIZON (301) 954-6282 CHECKED BY: MMA ELECTRIC: ALLEGHENY POWER 800 654-3317 ZONING ADMINISTRATOR DATE AUGUST 21, 2003 GAS: SHENANDOAH GAS COMPANY (540) 869-1111 FILE # 860016 MISS UTILITY: 1-800-257-7777 THIS SITE PLAN IS VALID FOR (5) FIVE YEARS FROM THIS DATE OF APPROVAL SHEET 1 OF 5 ti TM #44-A-170 t WINCHESTER GUN CLUB ZONE RA `. USE: GUN CLUB -r 6 Clk. 1 I I I I I I 1 I N 41'3?'07" W I 0.85, I I I ' I J " I J EXIST. WHITE PINE (TYP) I I * * 'Nco I I I I EXISTING SELF I I STORAGE BLDG. I I GRAVEL I I !1 1 EXISTING SELF I STORAGE BLDG. ; I !I l 'I I EXISTING / I I SELF STORAGE BLDG. r O 0`- r ' � I t-nY r ' I r ` EXISTING SELF %� \ �✓ ' I 1 STORAGE BLDG. ' `1C' t\ +� GRAVEL r ! r \ \`' EXISTING SELFr / r �1 STORAGE BLDG. R / \ r� r � 1 ING II / „�, -11 ON it SP #24-03 r GRAVEL,,\ \ �\ TOSTING SELF i ( I 0�` PROPOSED RAGE BLDG. I I \ RED MAPLE r ON SP �` f #24-03 E GRAVEL (TYP) I ., fy J I EXISTING ENTRANCE F,r/, , I NO IMPROVEMENTS PROPOSED r E IST. j ca vas r If V�R i ,y AR ING ! Q I SPA ES ,r i OFF AEG LAJ N I I •, i Y, ` , _ 1 J z OcD EXISTING CONDITIONS SHOWN +HEREON /'�` �" `� l 3 I J Lu� \> R I REPRESENT IMPROVEMENTS PROPOSED BY. SITE PLAN #24-05. AS CONSTRUCtION I�-. UNDERWAY, NOT ALL THE IMPROVEMENTS, Ao StORPGN PER I a F- p3 i' I \ PROPOSED ON SAID SITE PLAN ARE IN PLAC1=-,•_ BUT ARE SHOWN AS SUCH HEREON TO HELP Eo R �oS\ly N I I i ELIMINATE;CONFUSION FOR PROPOSED FUTURE NPROVEMENTS PER THIS SITE, PLAN. ---------___-----------�I-�-'------------------------ II 4f`EG6RY C r I I BbFFER 100' (75' �INAgTNE 25-------------- -------------- i I I ---._.------ -- -- —— — _ — -- -_—------------------------------ * * ? *'.* * * �k_�c.. - l * -_ E 202.84 `fii i I —627 h - - -- 1 N` 38'46'36" E 527.54' r 1 PROPOSED FIRE I HYDRANT PER SP I T M #44 A 174 #24-03 W.A. & G.E. HAINES TM #44-A-170B ZONE RA I WINCHESTER GUN CLUB USE: RESIDENTIAL ZONE RA USE: GUN CLUB I I TM #44-A-170A R.E. HARDEN ZONE RA USE: RESIDENTIAL TM #44-A-170C JOHN K. ANDERSON ZONE RA USE: RESIDENTIAL r-PLTH OF MICHAEL M. ARTZ v No. 15 3 ti SLIRVOO�e 00 �o 00 �-+ C) Z o I •r-1 6E C-D ct cn �Ln Uw 0 zzcN�lx Lw Q I C) �p--q QQ o 00 V) �o cn � W om4-4 W zoo I-- • W ~ w Q 0 CHECKED BY: MMA AUGUST 21, 2003 SCALE 1" = 40' SHEET 2 OF 5 N 41*3$'07* W 0.85' n 00 00 F-4 TM #44-A-170C Q) C) C) JOHN K. ANDERSON ZONE RA .4 C J LLJ LLJ USE: RESIDENTIAL al 11P (0 h A I !�! W Cr CD (� C� Ln Lei 51 3, �,A S o >< LLJ LL_ < 00 Y. =D TM #44-A-170A R.E. HARDEN :15-INR V) CD M TM #44-A -170 ZONE RA W 'I LLJ Cr WINCHESTER GUN CLUB ZONE RA USE: RESIDENTIAL w USE: GUN CLUB Ln (D N Cos 5 WHITE PINES, 4' $ LLJ TALL CD C; LLJ ell 'v 0 l m:{� j ?j� �' r' 0 t 'Pe 0 F GRAVEL- . ....... ......... If 4 11.V 0 0 Qr \ 11 PROP. PARKING SPACES a AREA OF TEMPORARY . I (),y A. o SO Ek GE — - - .. 9 X 20 TYP,. WITH SEDIMENT CONCRETE WHEEL,,,STOPS (3 SPACES RELOCATED FROM BASIN/PERMANENT t SP #24-03),. GRAVEL DETENTIONQ FACILITY 7 THESE PARKING SPACES WERE ,A '� C—) CID W PROPOSED ON SITE PLAN j' 1 Qc H 'D Av. 0 -03. #24 EXISTING SITE CONDITIONS REQUIRE THEY BE RELOCATED AS SHOWN HEREON. Cl- LL) n GRAVEL h"a ``1` ,"' -4 GRAVEL +0,� 0 . .. U.J t U_J cy- LL_ 0 11 ' O ? ' IPA C6 T :Ilk (�2 -GRAVEL UJ (/) __J _,6 8, )s A0 0)\ 0? coo , C0 co (1) 1 5 ...... co 0 0 0-V) 30.01 -2:1 0.0U) 31, 28 WHITE N PHASING: t ;. I' PINES, 4' 4 TALL--- GRAVEL A - - - - - - - - Phase 1 includes buildings 1, 2, & 3. ---------------------------- - - - - - - - - - - - - - - 7 - - - Required Improvements: Plant the 28 and 38 white pines (buffer/screening trees) 1 ` ; O 't4E�ORY C Plant 6 of the required landscape trees (red oaks) BUFfER 100' Construct all eleven parking spaces 5V G. t*99f (75' INActivE, 25' Construct sediment basin Phase 2 includes buildings 4, 5, 6. (D E 0?Q5, J X, Required Improvements: E 1, GRAVEL Plant 3 of t he required landscape trees (red oaks) 30, 30.08, �0,0joRE % Phase 3 includes buildings 7, 8, 9. Required Improvements: N C', �4 Plant the 2 remaining required landscape trees (red oaks) Plant the 5 white pines adjacent to Building 9 C) C Cn C AIP� "Nelf ie* *1 Aft ft *1 14)11� U, x 4 1 , P k'M46'36' E 527.54' IN X40'52! L ZVZ.t$4 PLANT SCHEDULE Cl- 38 WHITE PROPOSED nRE SYMBOL QUANTITY COMMON NAME HEIGHT LOCATION TYPE PINES, 4' HYDRANT PER SP .0 TALL #24-03 71 WHITE PINE 4' TALL BUFFER TREE cl� TM #44-A-174 1. . . . . . W.A. & G.E. HAINES 11 RED MAPLE 2" CALIPER PARKING LOT TREE TM #44-A-170B ZONE RA WINCHESTER GUN CLUB USE: RESIDENTIAL 0 N ZONE RA USE: GUN CLUB 'T H op Lli 0 MICHAEL M. ARTZ No. 1513 CHECKED BY: MMA �q �'�� 0 AUGUST 21, 2003 SURV0C' SCALE 1 of = 40' SHEET 3 OF 5 Project Description 1 The purpose of this project is for the phased construction of f O additional self -storage buildings. This development will also provide jj ( iJ z a regional stormwater management facility for the remaining ` (� 0.8�1•35'07' W acreage of the site for complete build -out. \� \ nn Existing SiteConditions sting \ '� TM #44-A-170C 'f W �tD C0o JOHN K. ANDERSON ZONE RA The site currently has several buildings and gravel travelways on it. The major portion phased for development is currently vacant \ '' '' USE: RESIDENTIAL _ -' ! O d- I� I O pasture. Adjacent f�♦ v _ TM - !�V I N LLJ rN Properties WTNC ETER GUMCLUB\ �n This project is bounded by Stephenson Road and Old Charles Town Road on the south, residential properties to the east and `\ \ \ ZONE RA $ :: .. USE. GUN CLUB ��1��2`N n''i 5 . '`` TM #44-A-170A .�- � �" - , - - 4 1J ! ? ? r-�1 U w Q z C/ cfl z c\I x I w o west and Winchester Gun Club to the north, east and west. \ , , R.E. HARDEN ' r Erosion Control Measures � ZONE RA \ 'i' 1 - I i 1 l 1 —+ � Q U 00 I \ \ USE: RESIDENTIAL \ �! :-'� f {, • - M -Install perimeter silt fence per site plan -Construct the pond and install the sediment basin \ �:� \ _ . .° ' " 14` `— �_ - `- - 1 i Q , o z 00LLJ w I— `-L-' r- -Install culvert inlet and outlet protection (LS) _`� w -Clear and grade sitern -Clean and provide regular maintenance sediment trap P 9 P ``• -'``----,- O O -Install permanent seeding \ ,':� � �,,� � .„, � % -,.: • �''' �-- �_ `v d- Ln Permanent StabilizationCA CD w Permanent erosion control measures include the establishment of on exposed surfaces disturbed in the ' i , 24 OF 24 HDPE�„� ..tt��.,��r,� 2 c° Y / l \! ;\ \\ \ t' 1 s �`' _ -� ._ f t I z i �}.� W z ~ 9 grass P constructionprocess,PROPOSED including the stormwater management (N-12) 0 0.83% W/ END ` i :; t' ,t ! -- \ \ \,\ \ _ _ Ln ? C.: pond. 9 P SECTIONSINV "} - _ IN 619.2 z It is intended for the Sediment Basin to remain in place until full INV OUT = 619.0 build -out. As fill is brought in for each building phase, the sediment basin will to function fill is _.- �> `, X�-X =' --"�� --_-.� ct� i ;ram _� O ci- continue until enough placed s' on site to delineate the final configuration of the permanent detention SF W ��y \ Or � - 4 basin. , 4�'�5' y,%- t ? �� , \ 0 Maintenance P � °�,(y � ,�.. f :t ,.�-' _ �. � \ _ �` • c.� �`� 4 i rogram PROPOSED ,�X/ I.F/EL SPREADER ... � �':? -,--^, \,, -_ '' 1. The contractor will ins i inspect all erosion and sediment control its) u.. f 47- _y �� ` \ i 1 / measures after each rainfall and at least daily during prolonged Damaged deficient SEE DETAIL, SHEET 5 -•-; - ? -_-- ` - t-`'• \, ` r _ rainfall. and or areas will be repaired or ` I -- ( `, �\ improved immediately. K t , •` \ ,,l - - \ 3, �, \ 2. Furthermore, the contractor will make a daily review of areas O of construction activityto insure erosion control o I effectiveness.'� E \, Additional measures will be installed immediate) where deficiencies are found. y �•1 ?y \ ` ' r PROPOSED SEDIMENT ' + Z �' BASIN/DETENTION BASIN • - �: ',; ` --''-- --- -_ ._ -- ` f ' � � � \ �, � \, � -'-'�._. 3. Sediment will be removed when sediment volume reaches approximately one half of thew et storage for the basin. PS VOLUME PROV D 70 333 CtjFT.. TOP = 624.5 `, � � TS M� SB BOTTOM 620 ` LIMITS 0 DISTURBED - - \ \ AREA , , ,.t • , t • \`�� \\.; a ICY DC H LIMITS OF ,' `, '' i - _ _ j ' F-- f- 1.,• _ _ ;t DISTURBED ++ AREA LIJ \� �, z LIMITS of DISTURBEDAREA gory t ;�. '` -� \ \ a' r(1 _ `r ¢ 1' '� W LLJ QL LU V' - g 1 t ,fit , i ! ; j , I \ -'^ — �• - ` � �,,,% ` �, � ,_ ••_._.__ .,--.... t ! _ •Z ILU r r f I i 627 j V) -------------- • / .628 / �J /`'� ,r i CATEGORY, Q 1 , 1 r BUFFER -�T00; ' (75' INACTIVE�i,`'2\ ACTNE) a 1 I ! I ! ♦ +' ' PROPOSED 276' OF 24' '14DPE (N-12) W/ END ' �.. SECTIONS 0 1.45X - f INV IN 24 5 IF 1NV-OlJT�-6245. - ! RTS OMU ` � i , o .. �:. `-is''�,s 'n@ -="- +,a. N Em 6 � i � .• bhp'-'�i`,._ ,t?r:;,t° - ��'�'k �tY'; .,%:i�^� T nd,'�^`. Y¢'�'b ��,- _ iy2�` �p _ _ �:k v� YN �.-.:�...-�....-.3_.r.:V._i.,.'w--i 1 ... .. .. �.. i. _..-.--._.. u ,•_ - x . ' ._._.:-__.. .-.:.. .._ _... ...- .... - __ __ __ ._.:-r..-sn-..'.��.__-.---- r� �� , ..- - -- _ - - N 3T40 202 84' - - W 38'46'36' E 527.54' -- -- __ _ • p .' rr, •�� E R — TM #44-A-174 W.A. & G.E. HAINES TM #44-A-170B ZONE RA WINCHESTER GUN CLUB USE RESIDENTIAL ZONERA USE: GUN CLUB NTH OF EROSION AND SEDIMENT CONTROL LE GE DTEMP Y STONE(� 3.02 CONSOTRUCTION ENTRANCE 3.14 TEMPORARY SEDIMENT BASIN B U MICHAEL M. ARTZ y No/ 15 3 � z 3.05 SILT FENCE SF x 3.32 PERMANENT SEEDING P S suavE'(°�0 CHECKED BY: MMA AUGUST 21, 2003 3.30 TOPSOILING T S 3.35 MULCHING M M SCALE 1 " = 40' SHEET 4 OF 5 100 YR OLD - 623.82g 25 YR ELEV - 623.04' 46 / 10 YR OD - 622.54' •� INV 619.2 — —TOP 624.5 30' - 24" HDPE (N-12) 0 0.33% SEDIMENT/DETENTION BASIN ELEVATIONS TEMPORARY SEDIMENT BASIN DESIGN HIGH WATER A(25-YR. STORM ELEV.) r-- 0.5 3.14-2 Sg CREST OF EMERGENCY MIN. 1.0 SPILLWAY MIN.------- - RISER CREST 67 C.Y./ AC. ........ "DRY" STORAGE .'.'.'.'.' ' ' ' ' ' ' DEWATERING DEVICE 67 C.Y./ AC. Dr Dp ........... .......... ...... .... "WET" STORAGE RISER ` SEDIMENT CLEANOUT POINT • • " P. CONC. BASE ("WET" STORAGE REDUCED 1$„ L TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY r— MIN. 2. 0' DESIGN HIGH WATER (25-YR. STORM ELEV.) �t - F_ 0.5 ..... MIN. 1.0' 67 C.Y./ AC. ..... "DRY" STORAGE ...... .. . ... .. 67 C.Y./ AC. ........... .... "WET" STORAGE SEDIMENT CLEANOUT POINT MIN. 3.0' RISER CREST DEWATERING DEVICE DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY ( RISER PASSES 25-YR. EVENT ) I —INV 619.0 TEMPORARY STONE 3.02-1 CONSTRUCTION ENTRANCE 70' MIN. 6" MINI A FILTER CLOTH -� 1 AT SIDE ELEVATION EXISTING GROUND 70' MIN. WASHRACK B I (OPTIONAL) z 04 10' MI VDOT # 1 B I '—POSITIVE DRAINAGE COURSE AGGREGATE I TO SEDIMENT * MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OPERATION FILTER CLOTH SECTION A -A 6' - 7" REINFORCED CONCRETE SECTION B-B NOTE: A THE DISCRETION OF THE COUNTY E&S INSPECTOR, A WASH BAY MAY BE REQUIRED. S _* 5:1 EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) 10' MIN. 110 -EXISTING PAVEMENT 0' MIN. 1. 3" MIN. 3" MIN. DRAIN SPACE LEVEL SPREADER CROSS SECTION VDOT #3, #357. #5, #56 OR #57 COARSE AGGREGATE IN 7' GALVANIZED WiRE MESH BASKET SECURE WIRE MESH TO TIMBER * FiLTER CLOTH 6X6 TREATED TIMBER SECURE WIRE TO GROUND 6" MIN. —� /ilr� WITH WiRE STAPLES- 5 REBAR TO - _ SECURE -TIMBER 7' MIN. I 3' UNDISTURBED SOIL 5 LEVEL SPREADER WITH RIGID LIP * MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. eW�FL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Adapted from Installation of Straw and Fabric Fitter Barriers for Sediment ContrRitATE 3115-1 t Vyont 2:1 OR FLATTER SOURCEi VA, DSWC AND N.C. Erosion and Sediment Control Planning and Design Manual PLATE, 3.21-2 TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES MULCHES: : NOTES' PerRVESAcre s . Straw or Hay 1j - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch (Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods. * Apply as slurry. Corn Stalks 4-6 tons 185 - 275 lbs. Cut or spread in 4-6 lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4-6 tons 186 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. Yds. Free of coarse matter. Air - or Yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. *When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. Or 45 lbs.1100 sq A. TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-1007. - Improved Perennial Ryegrass* 0-109. - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 Ibs• Low-Mointenonce Slope (Steeper than 3:1) 150 lbs. - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 tbs. - Crownvetch*** 20 Ibs• 150 lbs. * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th ........................... Annual Rye May 16th through August 15th ........................ Foxtail Millet August 16th through September, October ......... Annual Rye November through February ................................ Winter Rye *** If flat pea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or low -maintenance mixture during warmer seeding periods; add 10-20 lbs./acre in mixes. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting patesSpecie clbs,lacca) Sept. 1 - Feb. 15 50150 Mix of Annual Ryegrass (Lolium multi -forum) 50 - 100 & Cereal (Winter) R e (Secoler 1 Feb. 16 - Apr. 30 Annual Ryegrass 60 -100 (Lolium multi-foorum) May 1 - Aug. 31 German Millet 50 0Setaria italics) � a 0 z 00 F-�•� �D 00 a� ��o F- LJ C9 Cal i •mow 0 z C/ C" o��W z x Qo LL_ I [� � U Q C) 00 P-4 cCS =:) C� r� 1 — � O � CV LLJ � w Ln � U cI J zoo 'd c�Ln z 1 4 � w w IW � Z � z w 0 H Uj Z >1.. j HL S U', _ Q � wv �O w Q w LL cn O_ Iz w I— r CHECKED BY: MMA AUGUST 21, 2003 SCALE 1 " = 40' SHEET 5 OF 5 FIRE MARSHALL GENERAL NOTES ER05ION AND SEDIMENT CONTROL NOTES SELECT MINIMUM STANDARDS GENERAL EROSION AND SEDIMENT CONTROL NOTES SELECT MINIMUM STANDARDS ,�ti^ ✓! r �`�9�� 1. "NO PARKING - FIRE LANE" SIGNS WILL BE PLACED ON THE SITE � � � r 198 AT THE FIRE MARSHAL_'S DISCRETION. ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on an portion of the site. Temporary soil stabilization shall be applied within 223�-1 95 constructed and maintained according to minimum standards and specifications of the Virginia Erosion and 9 Y P Po ry PP p Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control seven days to denuded areas that may not be at final grade but will remain dormant for longer 130 / �1�a Regulations. than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for e�V i more that one year. `T'��gn; ��'� M•�'� z ES-2: The plan approving authority must be notified one week prior to the preconstruction conference, one �' 00 week prior to the commencement of land disturbing activity, and one week prior to the final inspection. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected r�? '1 �� a- 00 with sediment trapping measures. The applicant is responsible for the temporary protection and �C �„o�.� ��,q. r� ,�ry „ . p ES-3: All erosion and sediment control measures are to be placed prior to or as first step in clearing. permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally ��i IV �q�'` O cy D( 2 , .. �+ o I transported from the project site. 283---58 1703 'j' ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all ''� � ►�� l � � � � � � cfl � times. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap J ~�� 12 w �I o1 ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans, (including, sediment shall be constructed as a first step in any land disturbing activity and shall be mode ^ +� 6a �^ ('(j o CD but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion functional before upslope land disturbance takes place. �- .� ,�'`� 1 hero • r--1 W cn U-) U-) control plan to the owner for review and approval by the plan approving authority. / r �,� z z cv x I Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions ,��' � ti s re ,,� be }�.-- w Q o ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to immediately after installation. +� � o> r r r? �� o > w CD prevent erosion and sedimentation as determined by the plan approving authority. (� ?o ,� ��i Q I Underground utility lines shall be installed in accordance with the following standards in addition to r�.. +� ' �/ «S r) v-) r� t- ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land other applicable criteria: �,� 7 m C c� w disturbing activities and during site development until final stabilization is achieved. —No more than 500 linear feet of trench may be opened at one time. r j ry a� L -Excavated material shall be placed on the uphill side of the trench. 1 gg ) 170 p w ES-8: During dewatering operations, water will be pumped into approved filtering device. —Flow from dewatering operations shall be filtered or passed through an �. 2 A 201 7 _ _ approved sediment trapping divide or both, and discharged in a manner that 7 (� v ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff —producing �y �., I does not adversely affect flowing streams or off -site property. -.b, e z o O rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices 0 'S GtS � shall be made immediately. -Material used for back filling trenches shall be properly compacted in order ��'� h� �a�` ,�r�� Q C� . r, �- to minimize erosion and promote stabilization. '' 4> '� CD `� -Restabilization shall be accomplished in accordance with the regulations. �� ro ��'1 203 G.... z -Applicable safety regulations shall be complied with. ', ~ ti� �` ^a �`' -APP � Y 9 P � y, L 0 �- 1r � w (— Where construction vehicles access routed intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment `� �4"0 '�'li�, �, rS••i is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to P PPY P VICINITY MAR �� larger land -disturbing activities. 1 = 500 elp . 0All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the PROJECT DATA: PROJECT: disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. GENERAL NOTES TOTAL AREA OF SITE: 9.043 ACRES ELLIS CURRENT ZONING: M1 1. PERMITS MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION CURRENT USE: SELF -STORAGE SELF—STORAGE IN A PUBLIC RIGHT OF WAY. PROPOSED USE: SELF -STORAGE 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST BUILDING HEIGHT ALLOWED: 35' MAX. SITE INFORMATION: BUILDING HEIGHT PROPOSED: 12' HIGH ADDRESS: 561 STEPHENSON ROAD BE ADHERED TO WHEN WORKING IN A PUBLIC RIGHT OF WAY. F.A.R.: 24% 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND BUILDING SETBACK REQUIREMENTS M1 TM #44 - ((A)) - 173 LFAVING THE SITE. FRONT: 75' ZONED: M 1 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS LEFT: 25 DEED BOOK 579, PG 104 AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BERIGHT: F-+ 77 THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED REAR: 25' y v " TO ORIGINAL CONDITIONS. 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH BUILDING SETBACKS PROPOSED OWNER/DEVELOPER: �> THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SECTION FRONT: 356.4' 3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION LEFT: 40.3' L E O N A R D ELLI S OF THE PROJECT. RIGHT: 36.0'REAR: 41.1' 10487 WASHINGTON HIGHWAY �' ; � 6. THE ThCISNTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRAINAGE GLEN A LEN, VA 23059 Ll-1 � 0 7. THE THIS IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND (804) 550-3370 w Zh/- DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. uu Z v H 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND GREEN SPACE CALCULATIONS w GUIDELINES SET FORTH BY OSHA AND VOSH. U-) Q 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) LU 25% REQUIRED (9.043 * 0.25 -) 2.2608 AC. ac 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND 25% PROVIDED (2.553 * 0.2 3) 2.2608 AC. � EXISTING SITE CONDITIONS. 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANYi IH UTILITIES REQUIRED BY THIS SITE PLAN. �� 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% /6,� . DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698, P AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY FILL PLACED UNDER BUILDINGS, STRUCTURES, OR PAVEMENT MUST BE INSPECTED AND PARKING CALCULATIONS rer�rS�� APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL REQUIRED 1/5000 SF BUILDING SPACE SUPERSEDES THIS NOTE IF PROVIDED. 35,168.8 SF PROPOSED NEW BLDG/5000 7.03 REQUIRED SEAL AND SIGNATURE 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY 8 PROPOSED PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. wT Fi of UJ 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR �p REPAIRS WILL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND LANDSCAPING CALCULATIONS - SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC PERIMETER PARKING LOT LANDSCAPING MICHAEL M. ARTZ� WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND REQUIRED 1 TREE PER 10,000 SF NEW IMPERVIOUS AREA COORDINATE THE WORK WITH PUBLIC WORKS. 96,250 SF / 10000 = 9.63 TREES No. /1513 15. THE CONTRACTOR WILL CONTAIN ALL LITTER AND DEBRIS ON SITE PROVIDED 10 TREES < /-Z(im THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF INTERIOR PARKING LOT LANDSCAPING < ((( /v SURVEY NOTES EACH WORK DAY. REQUIRED 1 TREE PER 10 PARKING SPACES 94,0 SURVE'to� 0 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE 7 NEW SPACES = 7/10 = .7 TREES UCTION PROCESS. PROVIDED 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A 17CTHETCONNTRACTOR WALL NOTIFY ALL UTILITY COMPANIES PRIOR TO BUFFER TREES 1 TREE THESE PLANS ARE IN CONFORMANCE WITH COUNTY FIELD RUN SURVEY PERFORMED BY ARTZ & ASSOCIATES. EXCAVATION WITH EASEMENTS. REQUIRED 1 TREE PER 10 LINEAR FEET OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION 18WILLTHE BE CONTRACTOR MORE THAN THIRTY DAYS FOW ANY R SOIL SRB TABILIZATION. PROVIDED 71 TREES OR CHANGE IN THESE PLANS SHALL BE APPROVED BY 2. ELEVATIONS ARE ASSUMED DATUM. INTERVAL IS 1 FOOT. THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. Cn CONTACT NUMBERS FREDERICK COUNTY PUBLIC WORKS APPROVAL z 0 ELUS SELF STORAGE: LEONARD ELLIS (804) 550-3370 ALSON SMITH (540) 662-7374 DIRECTOR DATE ENGINEERING FIRM: - ---- _- -- — ARTZ & ASSOCIATES, PLC (540) 667-3233 5 —0 ZONING ENFORCEMENT: I FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL DEPARTMENT OF PLANNING (540) 665-5651 SITE INSPECTIONS: 1a �' DEPARTMENT OF INSPECTIONS (540) 665-5650 — PLAN REVIEWER DATE EROSION AND SEDIMENT CONTROL: DEPARTMENT OF PUBLIC WORKS (540) 665 5643 1 FREDERICK COUNTY ZONING APPROVAL c� TELEPHONE: VERIZON (301) 954-6282 WALe_/ Woo CHECKED BY: MMA ELECTRIC: ALLEGHENY POWER (800) 654-3317 GAS: SHENANDOAH GAS COMPANY (540) 869-1111 -- ___��-r� - ZONING ADMINISTRATOR DATE AUGUST 21, 2003 MISS UTILITY: 1-800-257-7777 THIS SITE PLAN IS VALID FOR (5) FIVE FILE # 860016 YEARS FROM THIS DATE OF APPROVAL SHEET 1 OF 5 'J TM #44-A-170 WINCHESTER GUN CLUB ZONE RA \.. USE: GUN CLUB \ i 1 \ r TM #44-A-170A R.E. HARDEN ZONE RA USE: RESIDENTIAL i II I I I I I i I N 41'3?'07' W I 0.85' I J(T�?) TM #44-A-170CJOHN K. ANDERSON r ZONERA r r r***f I USE: RESIDENTIAL * r r . AI GRAVEL Z ,� i •,� 1, ti GE t� \ I GRAVEL \ ' i I EXISTING SELF I I STORAGE BLDG. i I I I f I f I /t I /I I /f I /I I /I I r I i O 1 �✓ I SELF 11 I O -LF 3 PARKING SPACES PROPOSED ON I • ..._.. _.-. ___ _. ' ` •; �` i \'. GRAVE . SP # 4-03 L EXISTING �\ `\ STO SELF � PROPOSED RAG£ BLDG. I RED MAPLE ON SP 24-03 _- GRAVEL I I ONp '0 S\ EXISTING/ ENTRANCE NO IM OVEMENTS PROPOSED r ' - ,; � 1 '\ � \ !` , ,'•, /''l1 \' /, / ' •, it � Q 'r _ - - _.. - _.,.._. -L' f \ F S\ORP°N PER 1 �/ \ SPA E$ EXISTING I I SEA GG� 0 1\ / ' 1 4 G°\USSR OFFICE I La clq ? I EXISTING CONDITIONS SHOWN HEREON REPRESENT IMPROVEMENTS PROPOSED BY SITE ,' 1 I - I I ► U PLAN #24-05. AS CONSTRUCTION 15 UNDERWAY NOT ALL THE IMPROVEMENTS SORPG PER �/ i PROPOSED ON SAID SITE PLAN ARE' IN PLACE BUT ARE SF,'IOWN AS SUCH HEREON/ TO HELP ELIMINATE --'CONFUSION FOR PROPOSED FUTURE I j ' alv(PROVEMENTS PER THIS SITE ,PLAN. { \ / \ I--____-- ----- ----�r------ ------------------------- i CATEGORY C I OFFER 100" ' I (75'h':1NACTTV'E, 25' I I , -------------------------- 202 8 ,± 4 _- - ,-_-sip,; ;r N 38'46'36' E 527.54' PROPOSED FIRE ( 1 HYDRANT PER SP TM #44-A-174 #24-03 W.A. & G.E. HAINES TM #44-A-170B ZONE RA I PLT N OF � WINCHESTER GUN CLUB USE: RESIDENTIAL ZONE RA v USE: GUN CLUB o , I IDMICHAEL M. ARTZ ➢ No. 15)3 k< 'I io b� SURVE'(dl?y- 00 �ztn 00 P ,� • 0 O ^, LLJ � � 4—) . r, w ! i b0 �' � I— - o O -,zz+- I In • r--1 O Cn 60 Lc� '-n z z cv x I O W � � CD O ry ry Q < 00 O LLJ C\1 4--I o z 1-- W�� 1 W Lr) co CCS zoo '- Ln 7y7 L LLJ Cn z O CHECKED BY: MMA AUGUST 21, 2003 SCALE 1 " = 40' SHEET 2 OF 5 N 41-3�07' W 0.85 nn:21 a_ 00 00 TM #44-A-170C C) ,-A- r-- C) r co 0,1 JOHN K. ANDERSON ZONE RA 7— LJ_J LIJ USE: RESIDENTIAL A!F sa CV CD CD `J Lo �J- -,j < LL_ ry < < 00 V) TM #44-A-170A R.E. HARDEN CD M Ld LLJ TM #44-A-170 ZONE RA . . . . . . . . . . f]c WINCHESTER GUN CLUB USE: RESIDENTIAL L.LJ ZONE RA USE: GUN CLUB r r-D C L0 'g N Ld LJ 5 WHITE V 7 PINES, 4' Ld TALL -107 UJI 1 r 0 C7) S S. 4 N �0 !fxlt � _155kn. V LOG U') 1� 9 GRAVEL % 0 k. AREA OF TEMPORARY 11 PROP. PARKING SPACES 9 X 20 TYP. WITH �6Z \CONCRETE WHC\STOPS (3 EE SEDIMENT BASIN/PERMANENT ,"SPACES RELOCATED FROM SP #24-03)\ DETENTION 4 i� "ev 1. �� i .. z GRAVEL FACILITY THESE PARKING SPACES WERE z N PROPOSED ON SITE PLAN #24-03. EXISTING SITE' CONDITIONS REQUIRE THEY BE RELOCATED AS SHOWN HEREON. Cl— z "o f LL) -a LU aL GRAV�C % 0 GRAVEL -- U.3 01 UJ ' A Icy- posk� wY." 4 1, f V1 '0. 4J j U 4) i6 3\A\0A 0 co C) I Z3 i U.) A0 Txsl CL CL U) co ULJ O 0?m SA �01 Q) CL L5, ........ 30.01 30.0, a PHASING: 28 WHITE 14 f, PINES, 4' TALL GRAVEL Fop -- Phase 1 includes buildings 1, 2, & 3. -- - - - - - - - - - - - - - -------------- 4� - - - - - - - - - - - Required Improvements: Plant the 28 and 38 white pines (buffer/screening trees) c i! ; ' % OVXTE�O�Y C Plant 6 of the required landscape trees (red oaks) BUFF ER 100' Construct all eleven parking spaces sv (75' INACTIVE, 25' Construct sediment basin Phase 2 includes buildings 4, 5, 6. C: 53G 04 1 E ?V3 Required Improvements: E Plant 3 of the required landscape trees es (red oaks) 0 30' 30,08, 30,08, GRAVEL X Phase 3 includes buildings 7, 8, 9. Required Improvements: J Plant the 2 remaining required landscape trees (red oaks) V) Cli Plant the 5 white pines adjacent to Building 9 C) C "A 9,'X46'36* P11 .040 N't N 3640'5�,,E 202.84! E 527.54' 10" "k t PLANT SCHEDULE 38 WHITE PROPOSED FIRELOCATION SYMBOL QUANTITY COMMON NAME HEIGHT TYPE PINES, 4' HYDRANT PER SP 0 TALL #24-03 71 WHITE PINE 4' TALL BUFFER TREE V) TM #44-A-174 I W.A. & G.E. HAINES 11 RED MAPLE 2' CALIPER PARKING LOT TREE TM #44-A-170B ZONE RA 0 WINCHESTER GUN CLUB USE: RESIDENTIAL 0 ZONE RA USE; GUN CLUB I H Op F All o OMICHAEL M. ARTZ-VI CIO No. 1513 CHECKED BY: MMA AUGUST 21, 2003 SURVE" SCALE 1 1) 40' SHEET 3 OF 5 The purpose of this project is for the phased construction of additional self —storage buildings, This development will also provide a regional stormwater management facility for the remaining acreage of the site for complete build —out. Existing Site Conditions The site currently has several buildings and gravel travelways on it. The major portion phased for development is currently vacant pasture. Adjacent Properties This project is bounded by Stephenson Road and Old Charles Town Road on the south, residential properties to the east and west and Winchester Gun Club to the north, east and west. Erosion Control Measures —Install perimeter silt fence per site plan —Construct the pond and install the sediment basin —Install culvert inlet and outlet protection (LS) —Clear and grade site —Clean and provide regular maintenance sediment trap —Install permanent seeding Permanent Stabilization Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process, including the stormwater management pond. It is intended for the Sediment Basin to remain in place until full build —out. As fill is brought in for each building phase, the sediment basin will continue to function until enough fill is placed on site to delineate the final configuration of the permanent detention basin. 1111C411#111L0 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas will be repaired or improved immediately. 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be installed immediately where deficiencies are found. 3. Sediment will be removed when sediment volume reaches approximately one half of the wet storage for the basin. j N 41'35'07' W 0.85' \ 1. TM #44-A-170C I JOHN K. ANDERSON ZONE RA �\ USE; RESIDENTIAL _ gn \ ARC i u� l ` • `` TM #44-A-170 ' WINCHESTER GUN CLUB J ZONE RA • ��8�- R USE; GUN CLUB S 2��0�2>3. ` TM #44-A-170A '9" + R.E. HARDEN \ ZONE RA \ \ USE: RESIDENTIAL ...- j _ � '-ors ;� '-----•,_ i f' , f PROPOSED 24' OF 24' HDPE , / \ *�' ! S (N-12) A 0,83% W/ END r' ` - ;.dJ A� f '\ \ T - I i f SECTIONS INV IN = 619.2 6 r 6` N INV OUT — 619.0 41" 0 cv- SF 62 n r 7 \ 1 PROPOSED •' ,' r' - \ -� f � X�/ - LEVEL SPREADER � � I \ ,-- .� £ t;>' - ,`: , r �q, SEE DETAIW SHEET 5 PROPOSED SEDIMENT BASIN BASIN/DETENTION- ,, ---• � \PS VOLUME PROV'D 7 f MU TOP — 624.5 O \ _ LIMrrS of TS SB BOTTOM = 620 t _. DISTURBED + _ r l7z AREA � _J , , LIMITS OF t DISTURBED AREA LIMITS OF - DISTURBED AREA �ryo t i �` / , \ `T \ a ��— N. \ /,\ i s'i t Its ; f +j N i 1 6?6 % ` _ -_ = \ ,l � --- �� `_-__- '' of • `t � 627 ------�--r—---..ice----4--—!? -- — — — — — — — — — — — — — — — — — — — — — — — r I ! 62 CATEGORY\(, r BUFFER '>,100; (75' INACTIVE�,`2 \ ! t ACTIVE) 1 ! 1 I PROPOSED 276' OF 24' (N-12) W/ END SECTIONS 0 1.45% l CI IN 05 iNV-5 2 PS i MU TS s � ' "M :�..ti...y-.rY:;:: '%...._. a-:. ::..•b-.•%.. `5...+`-.•wry-.i..t-'1.•.•-•,-i= • _ ..:A _ ram. - _-'+r-'•1_'-" _.-. 1..:- _ rii ~t~ -} W 38'46'36' E~y527.54' TM #44-A-170B WINCHESTER GUN CLUB ZONE RA USE: GUN CLUB '�2v' a ax _ ss fir s x �,g �'a" '�f�� 9 a �N 38'40 52 . E 202.84 I TM #44-A-174 W.A. & G.E. HAINES ZONE RA 1 USE: RESIDENTIAL EROSION AND SEDIMENT CONTROL LEGS D 3.02 TEMPORARY STONE 3.14 TEMPORARY SEDIMENT BASIN c CONSTRUCTION ENTRANCE S B 3.05 SILT FENCE S F __X- 3.32 PERMANENT SEEDING P S 3.30 TOPSOILING T S 3.35 MULCHING M U P� T H OF 4r-) MICHAEL M. ARTZ P' No. 15 3 SURVE_(O�y �D0 CL 00 ., o o �i W -+,•� C� by o CD Ln V W z N r� Q z w c� x Q I o 3: o C)f Q Q o C� =D Co (n o r� �m�N �w w Ln zoo L 11..I w rS•• I Cf) Z � Z W C) C) v , O ^ Z LAC (...L �-- f-- w Z �� ZNZ V �✓ L O W o iy- L Edof- V H co z a) Qf CHECKED BY: MMA AUGUST 21, 2003 SCALE 1 if = 40' SHEET 4 OF 5 100 YR ELEV - 623.82' & 25 YR ELEV - 623.04' •$ 10 YR ELEV - 622.54' & IW 619.2 — —TOP 624.5 30' - 24" HDPE (N-12) ® 0.33% SEDIMENT/DETENTION BASIN ELEVATIONS TEMPORARY SEDIMENT BASIN DESIGN HIGH WATER A(25-YR. ELEV.) i._ 1 r— 0.5' 3.14-2 SB CREST OF EMERGENCY MIN. 1.0, SPILLWAY F MIN. 1. h------- .... RISER CREST 67 C.Y./ AC. ........ "DRY" STORAGE DEWATERING DEVICE 67 CMY. / AC. Dr Dp "WET STORAGE RISER SEDIMENT CLEANOUT POINT • •P. CONC. BASE ( 0ET34SCOY./ ACRE) RAGE REDUCED 18„ L DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY r- MIN. 2.0' DESIGN HIGH WATER (25-YR. STORM ELEV.) 0.5' ,MIN. 1.0' 67 C.Y./ AC. ........'.: :. ........... "DRY" STORAGE 67 C.Y./ AC. ........... .......... ..:. "WET" STORAGE SEDIMENT CLEANOUT POINT MIN. 3.0' RISER CREST DEWATERING DEVICE DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY ( RISER PASSES 25-YR. EVENT ) H r , C TEMPORARY STONE 3.02-1 CONSTRUCTION ENTRANCE 70' MIN. 11 6" MIN.1 Al FILTER CLOTH T Al SIDE ELEVATION EXISTING GROUND 70' MIN. WASHRACK ®� (OPTIONAL) cV r 10' MIN VDOT #1 B I ;—POSITIVE DRAINAGE COURSE AGGREGATE I TO SEDIMENT * MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OPERATION REINFORCED CONCRETE SECTION A -A SECTION B-B NOTE: A THE DISCRETION OF THE COUNTY E&S INSPECTOR, A WASH BAY MAY BE REQUIRED. VDOT #3, #357. #5, #56 OR #57 COARSE AGGREGATE IN 7' GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER * FILTER CLOTH 6X6 TREATED TIMBER SECURE WIRE TO GROUND 6" MIN. —� WITH WIRE STAPLES #5 REBAR TO 7' MIN. I .3- UNDISTURBED SOIL S 5:1 EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 10, MIN. " -EXISTING FLOW III PAVEMENT 4- 3. ATTACH THE FILTER FABRIC TO THE WIRE 10' MIN. FENCE AND EXTEND iT INTO THE TRENCH. 3" MIN. — 3" MIN. DRAIN SPACE LEVEL SPREADER WITH RIGID LIP * MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP 2:1 OR FITTER SOURCEi VA, DSWC AND N.C. Erosion and Sediment Control Planning and Design Manual PLATE' 3.21-2 I I 0000 FL03F 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. TABLE 3.35-A ORGANIC :MULCH MATERIALS AND APPLICATION RATES MULCHES: NOTES: Per Acre Per s . Straw or Hay 1j - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods. Apply as slurry. Com Stalks 4-6 tons 185 - 275 lbs. Cut or shread in 4-6 lengths. Air-dried. Do not use in fine tun` areas. Apply with mulch blower or by hand. Wood Chips 4-6 tons 186 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. Yds. Free of coarse matter. Air - or Yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. *When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. Or 45 lbs.1100 sq .ft. TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Minimum Care Lawn Total Lbs. Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type To// Fescue 90-100% - Improved Perennial Ryegrass* 0-10% - Kentucky Bluegrass 0-10% liiah-Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (1:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 ibs• Low -Maintenance Slope (Steeger than 3:1) 150 ibs. - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - t;rownvetch*** 20 lbs• 150 lbs. * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th .......................... Annual Rye May 16th through August 15th ........................ Foxtail Millet August 16th through September, October ......... Annual Rye November through February ................................ Winter Rye *** If flat pea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or low -maintenance mixture during warmer seeding periods; add 10-20 lbs./acre in mixes. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates Sept. 1 - Feb. 15 50150 Mix of Annual Ryegrass .(Lolium multi-florum) 50 - 100 Cereal (Winter) R e 1 r 1 Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi-florum) May 1 - Aug. 31 German Millet 50 .(Setaria italics) �a z ►4 a z h-4 00 C:1 I I--O�o I F-- o-,zzj- Ln • �I w Cn �U CV X Ln I`� V ® LLJ N Q o > � o co C/)o w 44I O zm j' LLJ C� rr- Ln U J z of L0 o w w i— �.� 0o z � z w H w Z S u7 �Z H �vU Z X-) Uj UjO� V),0 4110 114 w 0C LL Z O (n w 0 CHECKED BY: MMA AUGUST 21, 2003 SCALE 1" = 40' SHEET 5 OF 5 FIRE MARSHALL GENERAL NOTES EROSION A® SEDIMENT CONTROL NOTES SELECT MINIMUM STANDARDS 94 ��A / `� �j� SELECT MINIMUM STANDARDS 1. „NO PARKING -FlRE LANE SIGNS WILL BE PLACED ON THE SITE GENERAL EROSION AND SEDIMENT CONTROL NOTES �•Cp� �9? � >�`S AT THE FIRE MARSHALL'S DISCRETION. ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after 121 �' '�° ' 9° constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer�9 1 2 6 ^ / 198 Regulations. than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for A 28 /' s more that one year. / o sj 223-195 / 'd'�, n ES-2: The plan approving authority must be notified one week prior to the preconsWction conference, one 113 ' ��Zti ` i-ii 00 week prior to the commencement of land disturbing activity, and one week prior to the final inspection. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected ^ry / y �S `1'�y`c� �- with sediment trapping measures. The applicant is responsible for the temporary protection and 138 z ES-3: All erosion and sediment control measures are to be laced prior to or as first step m clearing. P P P g permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the site. , �' 7& � �� ,�� /tio `��q �� S I TE � � � � o ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all project �`ti' Q� �- rN times. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap 295-177 283-58 y�°l �® 1709 12 �"� U CCS w CD ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans, (including, sediment shall be constructed as a first step in any land disturbing activity and shall be made 301-530 / er ,�� 95-358 a ®� 0 � o U) cn � � U but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion functional before upslope land disturbance takes place. �^ , 104 �, � M � M �, a eA ,�'� � � Z N control plan to the owner for review and approval by the plan approving authority. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions .,"� ® �o A ,off '� ® z c� x I w o ES-6: The contractor is responsible for installation of an additional erosion control measures necessaryto immediate) after installation. rn c, t / fa M� �" �' �+ re ,,4 :. 00 prevent erosion and sedimentation as determined by the plan approving authority. H N h ES-7: All disturbed to drain to Underground utility lines shall be installed in accordance with the following standards in addition to cry o`- areas are approved sediment control measures at all times during land other applicable criteria: 13 g g 17 0 A o mLIJ W disturbing activities and during site development until final stabilization is achieved. -No more than 500 linear feet of trench may be opened at one time. '' h� Y A? 1 7 0 z I ry ES-8: During dewatering operations, water will be pumped into approved filtering device. -Excavated material shall be placed on the uphill side of the trench. -Flow from dewatering operations shall be filtered or passed through an 38A 139 `` ' 20i ! 2 ® '"� w w Co _ ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing approved sediment trapping divide or both and discharged in a manner that does flowing nor �' R $ c 1 7 0 1 �- �o'` '*`O 20 v J z O O rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices not adverse) affect streams off -site roe Y g property. �• cod` ��4 g 203 :I - shall be made immediately. -Material used for back filling trenches shall be properly compacted in order oy o �o �� '� °* ;,� ,n to minimize erosion and promote stabilization. /� �o 204 -Restabilization shall be accomplished in accordance with the regulations. os 0 N w -Applicable safety regulations shall be complied with. /1 ,50� .� �� Where construction vehicles access routed intersect paved or public roads, provisions shall be made i �cS° a s� �v z to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment / 2 20,117, is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at� w the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and �ti ��ry ,� o transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to i ICINITY MAP oo ,�o �._ `i' o o-wn R larger land -disturbing activities. ti 1 „ , oo �'� d 500 All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and PROJECT DATA: PROJECT: sedimentation. TOTAL AREA OF SITE: 9.043 ACRES CURRENT ZONING: M1 5ELF-STORAGE GENERAL NOTES 1. PERMIT'S MUST BE ISSUED FROM VDOT PRIOR TO ANY CONSTRUCTION CURRENT USE: SELF -STORAGE IN A PUBUC RIGHT OF WAY. PROPOSED USE: SELF -STORAGE 2. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MUST BUILDING HEIGHT ALLOWED: 35' MAX. SITE INFORMATION: BE ADHERED TO WHEN WORKING IN A PUBUC RIGHT OF WAY. BUILDING HEIGHT PROPOSED: 12' HIGH F. A. R.: 24 /° ADDRESS: 561 STEPHENSON ROAD 3. THE CONTRACTOR WILL REMOVE ALL MUD AND DEBRIS FROM THE TM #44 - ((A)) - 173 PUBLIC RIGHT OF WAY THAT IS LEFT BY VEHICLES ENTERING AND LEAVING THE SITE. BUILDING SETBACK REQUIREMENTS M1 ZONED: M1 FRONT: 75' 4. ANY DAMAGE ON NEIGHBORING PROPERTY AND THE COUNTY ROADS LEFT: 25' DEED BOOK 579, PG 104 AND SIDEWALKS CAUSED BY THE DEVELOPMENT OF THIS SITE WILL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL DAMAGE MUST BE REPAIRED REAR: 25' V Z TO ORIGINAL CONDITIONS. OWNER/DEVELOPER: 5. A CONSTRUCTION ENTRANCE MUST BE INSTALLED IN ACCORDANCE WITH 'VIRGINIA BUILDING SETBACKS PROPOSED FRONT: 255.7 O Vill)� 4 I-- THE EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.02. THE CONTRACTOR MUST MAINTAIN THIS ACCESS FOR THE DURATION LEFT: 98.0' LEONARD ELLIS a� OF THE PROJECT. RIGHT: 225.0 REAR: 306.3' 10487 WASHINGTON HIGHWAY -'z 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE POSITIVE DRNNAGE OF THIS GLEN A LEN, VA 23059 LJ J o SITE. 7. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LAND (804) 550-3370 F--- DISTURBANCE PERMITS PRIOR TO CONSTRUCTION. Z� 8. ALL CONSTRUCTION WILL BE DONE FOLLOWING THE LAWS AND GREEN S PACE CALCULATIONS �-- u, GUIDEUNES SET FORTH BY OSHA AND VOSH. a 9. THE CONTRACTOR WILL NOTIFY ARTZ AND ASSOCIATES AT (540) 25% REQUIRED (9.043 * 0.25 =) 2.2608 AC. � 667-3233 OF ANY DISCREPANCIES BETWEEN THE APPROVED PLANS AND 53% PROVIDED (4.7916/9.043) 4.7916 AC. u- V) EXISTING SITE CONDITIONS. 10. THE DEVELOPER IS RESPONSIBLE FOR THE RELOCATION OF ANY UTILITIES REQUIRED BY THIS SITE PLAN. 11. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN IN THIS SITE PLAN ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. 12. ALL CONTROLLED FILL MUST BE COMPACTED TO A MINIMUM OF 95% DENSITY FOLLOWING METHOD 'A' OF THE STANDARD PROCTOR ASTM-D698, AASHTO-T99, OR VTM-1 AS APPLICABLE. ANY Fill PLACED UNDER PARKING CALCULATIONS BUILDINGS, STRUCTURES, OR PAVEMENT (MUST BE INSPECTED AND APPROVED BY A PROFESSIONAL SOILS ENGINEER. A GEOTECHNICAL REQUIRED 1/5000 SF BUILDING SPACE SEAL AND SIGNATURE SUPERSEDES THIS NOTE IF PROVIDED. 12,625 SF PROPOSED NEW BLDG/5000 2.52 REQUIRED 13. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY 3 PROPOSED PRIOR TO ANY SITE WORK. ALL UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE LOCATIONS AND NOT ALL UTILITIES MAY BE SHOWN. T OF 14. ANY WATER AND SANITARY SEWER CONSTRUCTION, MODIFICATION, OR REPAIRS WILL BE IN ACCORDANCE WITH 'THE CURRENT STANDARDS AND LANDSCAPING CALCULATIONS �� 2 SPECIFICATIONS SET BY THE FREDERICK COUNTY DEPARTMENT OF PUBUC PERIMETER PARKING LOT LANDSCAPING MI HAEL M ARTZ v WORKS. THE CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS AND REQUIRED 1 TREE PER 5000 SF NEW IMPERVIOUS AREA No. 15 3 COORDINATE THE WORK WITH PUBLIC WORKS. 28,482 SF / 5000 - 5.70 TREES 15. THE CONTRACTOR WILL CONTAIN ALL UTTER AND DEBRIS ON SITE. PROVIDED 6 TREES THE WORK MUST BE LEFT IN AN ORDERLY MANNER AT THE END OF EACH WORK DAY. 16. AN APPROVED SET OF SITE PLANS MUST BE ON SITE DURING THE INTERIOR PARKING LOT LANDSCAPING REQUIRED 1 TREE PER 10 PARKING SPACES 3 NEW SPACES = 3/10 = .3 TREES do sURVE'I�� SURVEY NOTES 1. BOUNDARY AND TOPOGRAPHY SHOWN HEREON WAS DETERMINED BY A CONSTRUCTION PROCESS. 17. THE CONTRACTOR WILL NOTIFY ALL U11 TTY COMPANIES PRIOR TO PROVIDED 1 TREE BUFFER TREES THESE PLANS ARE IN CONFORMANCE WITH COUNTY FIELD RUN SURVEY PERFORMED BY ARTZ & ASSOCIATES. EXCAVATION WITH EASEMENTS. REQUIRED 1 TREE PER 10 LINEAR FEET OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION E 18. THE CONTRACTOR WILL SEED AND STRAW ANY DISTURB AREA THAT 340'/ 10 = 34 TREES OR CHANGE IN THESE PLANS SHALL BE APPROVED BY o WILL BE LEFT FOR MORE THAN THIRTY DAYS FOR SOIL STABILIZATION. PROVIDED 34 TREES 2. ELEVATIONS ARE ASSUMED DATUM. INTERVAL IS 1 FOOT. THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. FREDERICK COUNTY PUBLIC WORKS APPROVAL o �' CONTACT NUMBERS o ry EWS SELF STORAGE: LEONARD ELUS (804) 550-3370 ry ALSON SMITH (540) 662-7374 a ° DIRECTOR DATE ENGINEERING FIRM: o C FREDERICK COUNTY PLANNING DEPARTMENT APPROVAL ARTZ & ASSOCIATES, PLC (540) 667-3233 ZONING ENFORCEMENT: DEPARTMENT OF PLANNING (540) 665-5651 SITE INSPECTIONS: Ao-k REVI R D E DEPARTMENT OF INSPECTIONS (540) 665-5650 P EROSION AND SEDIMENT CONTROL: w_ ¢n FREDERICK COUNTY ZONING APPROVAL DEPARTMENT OF PUBLIC WORKS (540) 665-5643 TELEPHONE: VERIZON (301) 954-6282 CHECKED BY: MMA 06112V03 ELECTRIC: ALLEGHENY POWER (800) 654-3317 ZONING ADMINISTRATOR DATE APRIL 8, 2003 GAS: SHENANDOAH GAS COMPANY (540) 869-1111 FILE # 860016 MISS UTILITY: 1-800-257-7777 THIS SITE PLAN IS VALID FOR (5) FIVE YEARS FROM THIS DATE OF APPROVAL SHEET 1 OF 5 N 41*35'07" W 0.85. TM 44-A-170C JOHN K#. ANDER50N ZONE RA USE: RESIDENTIAL clq ON, tal X ESTING TM #44-A-170A SELF "ORAGXIE BLDG. TM #44-A-170 R.E. HARDEN ZONE RA oir 41; WINCHESTER GUN CLUB USE: RESIDENTIAL I I ZONE RA I I USE, GUN CLUB EXISTING SELF t-- STORAGE BLDG. — ------ --- T ro q4 11 / CA R NIS *jj EXISTING SELF STORAGE BLDG. � (D cy- 4 (D,- 6& 0, sl 11 6 EXISTING SELF' STORAGE BLDG. 62 0 < EXISTING SELF S'oIR4:,% v, \ \ / \ \ v \ \ / ,GE BLDG. \ ` \ \ ,} , i \ �\ / / _ - SELF � �C, �- la' .� \\` . `. � ,'i - ,�r ---_ ----._._ _,� r �� i3 J E' J � `\ EXISTING FIRE HYDRANT SEX'STING SELF 70RACE BLDG, A EXISTIN� ENTRANCE NO IMPROVEMENTS PROPOSED EIfIJST k - EXISTING 4:) OFFICE Nc c) 4 Q) t 03, Za� oil j, EXISTING 10" WATER LINE - - - - - - - - - - N, 202.8,4. N 6,31 7 ------ 38-46'36 E 527.54' Q� I TM #44-A-174 W.A. & G.E. HAINES TM #44-A-170B ZONE RA WINCHESTER GUN CLUB USE; RESIDENTIAL ZONE RA USE: GUN CLUB 2_1 n 00 00 CD L-LJ LLJ C) CD C_D Ln >< LL- Q) C) 00 ctS ::D m 4-1 C LiJ CD ,I - Lc) N L-,j w 1H 0 MlCHAEL",,,M-. ARTZ'P CHECKED BY: MMA 6C S RV APRIL 8, 2003 SCALE l') = 40' SHEET 2 OF 5 N 41 '35'07" W �4 0,85' a- 00 C:) CD -D TM #44-A-170C JOHN K. ANDER50N ZONE RA L C USE: RESIDENTIAL ENTIAL � 05 CD I-- C) cq (D Lc) Lf') 0 lk- v ---- --- C) >< LJ LA- CD �451 ::D < < 00 e TM #44-A-170A V) TM #44-A-170 R.E. HARDEN ...... ZONE RA M rr) WINCHE5TER GUN CLUB ZONE RA USE: RESIDENTIAL~ Ln USE GUN CLUB 17 - CD Lc) 4� LIJ LLJ Q0 *Nis (s Sk, C/D Ld 4- /* if a It I c1t k Qa- c) ui /* co* '� �0. \ `� J , �` � \, \ \ �^• Q f \ � ,a" ; � . � � % / � --^'."ice /'"/ \ \ t '� , +`�+� It % 0 9 X 20 GRASS ISLAND TO BE CONSTRUCTED z /3 PROP. I PARKING vv ----- `, r f 1 ! \ 1 -� AC e— - I LSPACES 9 X 20 TYP. WITH CONCRETE STOPS 1WHEEL SELF it Lu 306, 31 Y 0G V LIJ --GRAVEL P 0� 0 IN, �-Lu ui N\ LIJ cY if r- q0 _._�ti.� J(' LL- o f , i r j 7._._ _ _. ~ �I ; i f O i \ it �� GRAVEL ��- -- -- ,'� "C ~1 _, it r t 255.7'N t\ GkA�EL ck� It CL { ! i I - { `� \ �\ ._ 7 ---------- 4 ---- ------------------------- 16 _ ` - _ _ - - - - - ... __ . - - i. l `.� :� ; ; ;' ,,%� ,,.._--- It It f I < it CATEGORY C BUFFER - 100' r If EXISTING VEHICLE• STORAGE TO BE (75' INACTIVE, 25' ACTIVE) f I E ABANDONED q E Ct V -INSTALL 1 8" GATE V4/VE NEW WATER LINE fill < FH ASSEMQLY-" -!NSTALL 356 LF 8"DI CLASS 52 PLANT SCHEDULE cn N,3tr46'36* E 527-54' N-T470p-; E 202.84- 627— SYMBOL QUANTITY COMMON NAME HEIGHT LOCATION TYPE 0 12� 34 WHITE PINES, 4" i TALL 34 WHITE PINE 4' TALL BUFFER TREE CL V) c a - U) C <0 .2 .2 7 RED MAPLE 2" CALIPER PARKING LOT TREE L11 Q) .�2 Q) TM #44-A-174 f W.A. & G.E. HAINE5 TM #44-A-170B ZONE RA WINCHE5TER GUN CLUB U5E: RE5IDENTIAL 0 0 0 0 ZONE RA USE: GUN CLUB ��A�T F �,�c Q N o 0 MICHAEL M. ARTZ,P CHECKED BY: MMA No. T3 <, ("; (9 ( b � APRIL 8, 2003 SURV5�0 SCALE 1 40' SHEET 3 OF 5 \ 1 Project Descri tion The purpose of this project is for the construction of 3 self -storage buildings. This development will also provide a �, \� ;�i M stormwater management facility for only this phase of the site 0 development. \ ? Existing Site Conditions \ \ TM #44-A-170CTOHN K. ANDERSON ` ,- ZONE RA The site currently has several buildings and gravel travelways on it. The major portion phased for development is currently vacant USE; RESIDENTIAL �'}a I pasture., .\ l Accent Proverties `� ' \ TM #44-A-170 ` WINCHESTER GUN CLUB ZONE RA » ,� This project is bounded by Stephenson Road and Old Charles ° USE. GUN CLUB Town Road on the south, residential properties to the east and `. P Pe TM #44-A-170A west and Winchester Gun Club to the north, east and west. R.E. HARDEN+ Erosion Control Measures \ ZONE RA USE: RESIDENTIAL r -Install perimeter silt fence per site plan -Construct the pond and install the sediment trap -Install culvert inlet and outlet protection -Clear and grade disturbed area -Clean and provide regular maintenance of sediment trap -Install permanent seeding Permanent Stabilization1695�' } Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process, \ ,£ including the stormwater management pond. ' �� i ': �, -a _ - i \ \ ' - rn<F _ It is intended for the Sediment Basin to remain in place as a permanent feature. Future phases will require either enlargement s •'t . - ,r _"a rAP_ of the basin or installation of additional basin(s). Ot Maintenance Program -1 t _,, I }tt p 1 �.... I t 1. The contractor will inspect all erosion and sediment control{�? measures after each rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas will be repaired or improved immediately. 2. Furthermore the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. ( } ; '` %'` \ �� , ;� • , i / Additional measures will be installed immediate) where deficiencies are found. y ...-_- �r s vYn"'• t Jul \ t - \ ` r 3. Sediment will be removed when sediment volume reaches �' '` `.;, r- % �, ` ! e f approximately one half of the wet storage for the trap. Y ,� `� PROPOSED SEDIMENT-, �, " ^ �'\ ` TRAP/DETENTION,. BASIN TM #44-A-170B WINCHESTER GUN CLUB ZONE RA USE: GUN CLUB b a. I f TM #44-A-174 W.A. & G.E. HAINES ZONE RA USE: RESIDENTIAL EROSION AND SEDIMENT CONTROL 1 l LEGS D 3.02 TEMPORARY STONE C E 3.13 TEMPORARY SEDIMENT TRAP T CONSTRUCTION ENTRANCE I 3.05 SILT FENCE S F� 3.32 PERMANENT SEEDING P J 3.30 TOPSOILING T�j 3.35 MULCHING M U 00 L�0 00 ., . oCD cs� I 1— Q0 r� L_Lj (z o • W CD L z N rLn z x <o I Q Q OD c� v-) �CD N Z�LJ w w z o 0 CD Ln ,.Q � W w I— z � z w (ItooD z 1-4 /1 H Z L LJ o ZLIJ 2 (DU got_ 2 W �a w V� � AO H ICY AO W C N E O U (n U C V) 07 Z Q c > 3 a� O a� ry N N Q Q U) 0) C: C: O O �� I N 1W CD 0 MICHAEL Nj. �A L 3.08 CULVERT INLET PROTECTION I P No. 1 13 3.18 OUTLET PROTECTION C I P URv�`�° CHECKED BY: MMA APRIL 8, 2003 SCALE 1 " = 40' 01.111011 1I •� �'TION OF A SILT FENCE 'H WIRE SUPPORT) 3ET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. FRENCH UPSLOPE ALONG THE LINE DF POSTS. t VAnt TEMPORARY SEDIMENT BASIN DESIGN HIGH WATER (25-YR. STORM ELEV.) 3.14-2 SB CREST OF EMERGENCY MIN. 1.0' SPILLWAY MIN. 1. h ___--_— �-�- RISER CREST 67 C.Y./ AC. ; "DRY" STORAGE DEWATERING DEVICE 67 C.Y./ AC. ,.,;,., .. Dr ,,:;; Dp "WET" STORAGE RISER SEDIMENT CLEANOUT POINT P. CONC. BASE ( 0ET34SCOY./GACRE) REDUCED 18" L DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV*, 0.5' MIN. 1.0' 67 C.Y./ AC. .;;. „DRY" STORAGE 67 C.Y./ AC. - "WET" STORAGE SEDIMENT CLEANOUT POINT MIN. 2.0' MIN. 3.0' RISER CREST DEWATERING DEVICE DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY ( RISER PASSES 25-YR. EVENT ) TO THE WIRE THE TRENCH. 4 1-100 FLO # 4. BACKFiLL AND COMPACT THE EXCAVATED SOIL. SION OF FABRIC AND WIRE INTO THE TRENCH. allation of Straw and Fabric Filter Barriers for Sediment ContrfiilQTE, 3.05-1 TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES MULCHES: RATES: NOTES: Per Acre s . Straw or Hay 1j - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods. * Apply as slurry. Corn Stalks 4-6 tons 185 - 275 lbs. Cut or spread in 4-6 lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. Wood Chips 4-6 tons 186 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. Yds. Free of coarse matter. Air - or Yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. *When fiber mulch is the onir available mulch during periods when straw should be used, apply at a m►nimum rate of 2000 Ibs./ac. Or 45 lbs.1100 sq .ft. TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Low n Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass* 0-10% - Kentucky Bluegrass 0-10% Uigh -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope Q.1 or lesg) - Kentucky 31 Fescue 125 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 ibs• 150 lbs. Low- aintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch*** 20 lbs 150 lbs. * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Llse seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th .......................... Annual Rye May 16th through August 15th ........................ Foxtail Millet August 16th through September, October ......... Annual Rye November through February ................................ Winter Rye *** If flat pea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or low -maintenance mixture during warmer seeding periods; add 10-20 lbs./acre in mixes. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Oates S120ciOs abs/acre) Sept. 1 - Feb. 15 50150 Mix of Annual Ryegrass (Lolium multi-florum) 50 - 100 Cereal (Winter) R e Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (L.olium multi-florum,) May 1 - Aug. 31 German Millet 50 (Setaria italica) v a Z 00 I o W �0 C)::� I o • r--i W c~n cow Ln Ln Ln C � EDP Qo0 r� �- cn o N O L_iJ Q C.fl zoo CCS � CD N L� -I-•� w I— C/o LLi z_ � z LLJ ff ' 1..� tj W Sn v J �-1 W d H E 0 v Cn cy z �Q o` �3 v, 3 a� 0 0-1 L L 0 0 a a c c 0 0 r�) N, 0 0 00 N N L1J _ ~ N Or) (� T N a � Lf7 Q iww� F-1 I-- H V V�' H LLM �V wv z �u; L1J LL H J LIJ CHECKED BY: MMA APRIL 8, 2003 SCALE 1 " = 40' SHEET 5 OF 5