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011-98 All Points Warehousing East - Stonewall - Backfile (2)
VDOT STANDARD NO TES• 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST ED177ONS OF THE WRG/NIA DEPARTMENT OF 7RANSPORT477ON (VDOT) ROAD AND BRIDGE SPECIFICA 77ONS, AND STANDARDS, THE WRGINIA EROSION AND SEDIMENT CON7ROL REGULA 77ONS AND ANY OTHER STA 7E, FEDERAL OR LOCAL REGULA 77ONS -APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPEC/F/CA77ONS OR PLANS, THE MOST S7RINGENT SHALL GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPART- MENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINIS7RA TION AND VOSH RULES & REGULA TONS. J. WHEN WORKING ON VDOT RIGHT OF WAY, ALL 7RAFF/C CONTROL, WHETHER PERMANENT OR 7EMPORARY, SHALL BE /N ACCORDANCE WITH THE CURRENT ED177ON OF VDOT S WORK AREA PROTEC77ON MANUAL. FURTHERMORE, ALL 7RAFF/C CONTROL FLAGGERS MUST BE CER77FIED IN ACCORDANCE WITH VDDiS JANUARY,, 1994 (OR LATEST ,ED/77ON OF) ROAD & BRIDGE SPECIFICATIONS, SEC77ON 104.04-C. 4. DESIGN FEATURES RELA 77NG TO CON57RUCT/ON OR TO REGULA 77ON, CON7ROL AND SAFETY OF TRAFFIC MA Y BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VOO T. 5. PRIOR TO INI77A 77ON OF WORK, CON IRA CTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VD0T RIGHT OF WA Y. 6. 1F REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE„ A PRE- CONSTRUC770N CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CON7RACTOR, VARIOUS COUNTY AGENCIES, U77LITY COMPANIES AND VDOT PRIOR TO IN177A 77ON OF WORK. 7. CONTRACTOR SHALL N077FY THE LOCAL VOOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDER7FRMINED LENGTH OF 77ME. VDOT WILL ALSO REQUIRE 48 HOURS N077CE FOR ANY INSPEC770N. 8. 7HE C0N7RACT0R WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM 77-IE ADJACENT PUBLIC ROADWAY THROUGH CONS7RUCT70N AND MA/N7FNANCE OF A CONS7RUCT ON EN7RANCE IN ACCORDANCE WTH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC. 3.02. FURTHERMORE, ACCESS TO 07HER PROPER77ES AFFECTED BY 7H/S PROJECT SHALL BE MAINTAINED THROUGH CONSTRUC770N. ? 9. CON7RACTOR SHALL ENSURE ADEQUATE DRAINAGE /S ACHIEVED AND MAINTAINED ON THE SIIF DURING AND A T THE END OF CONS 7RUC 770N. 10. ALL WA7FR AND SEWER LINES WITHIN EXIS77NG OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FAC/L/TTES. 11. ANY UNUSUAL SUBSURFACE COND177ONS ENCOUNTERED DURING THE COURSE OF CONS 7RUC77ON SHALL BE /MMEDIA TEL Y BROUGHT TO THE AT7FN77ON OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UN77L AN ADEQUATE DESIGN CAN BE DE7FRMINED BY 7HE ENGINEER AND APPROVED BY VDOT. 12. ALL UNDERCUT AREAS AND BORROW MA 7FRIAL SHALL BE /NSPEC7FD AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. 13. ALL ROADWAY FILL, BASE, SUBSURFACE MA7FRIAL AND BACKFILL OF U77L/1Y/STORM SEWER 7RENCHES SHALL BE COMPACTED /N 6" LIFTS TO 95X OF THEORETICAL MAXIMUM DENSITY AS DE7FRMINED BY AASHTO T -99 METHOD A, WI THIN PLUS OR MINUS 29' OF OPTIMUM MOISTURE FOR 7HE FULL WIDTH OF ANY DEDICATED S7REET RIGHT-OF-WAY. AT THE DIRECTION OF VD0T INSPECTOR DENSITY 7ES7S PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICA77ONS. A COPY OF ALL 7ES7S SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. 14. VDOT STANDARD CD AND UD UNDERORA/NS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DE7FRMINED NECESSARY B Y VD0T INSPECTOR. 15. THE INSTALLA77ON OF ANY EN7RANCES AND MAILBOXES WITHIN ANY DEDICATED S7REET RIGHT-OF-WAY SHALL MEET VD0T MINIMUM DESIGN STANDARDS AND /S THE DEVELOPERS RESPONSIBILITY. 16. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MATERIALS W/7HIN ANY DEDICATED STREET RIGHT -OF -WA Y MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNI T AND TO TAL PRICES MA Y BE OBSCURED. 17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET SIGNAGE AND/OR PA VEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VD0T'S DISCRE77ON, BY VD0T ON AN ACCOUNT RECEIVABLE BASIS I k7• '`�� /;,. ,.,y. r r;, � r,�N, y� u"jl q�,fl ., iq, 4,j :�,1 `. i, `/�. �• r; r�cY � .y it .: ��. h:r d��' n;� 1'i � � i; ,.� -_' �1 c;! TRAFFIC GENERA 77ON DA TA A VERAGE DAIL Y WEEKDA Y VEHICLE 7R/P ENDS = 2.606 x 28.4 = 74.010 = 74 A VERAGE A.M. PEAK HOUR WEEKDA Y VEHICLE 7RIP ENDS = 0.265 x 28.4 = 7.526 = 8 A VERAGE P.M. PEAK HOUR WEEKDA Y VEHICLE TRIP ENDS = 0. 283 x 28.4 = & 037 = 8 A VERAGE DAIL Y SA TURDA Y VEHICLE 7R/P ENDS = 2.328 x 28.4 = 66.115 = 66 A VERAGE PEAK HOUR SA 7ZIRDA Y VEHICLE TRIP ENDS = 0.397 x 28.4 = 11.275 = 11 I 81 i I -N- BERRyV/LLE PIKE ---� 7� 0 m m 656 SI TE / 659 / /RILE) r `�V�Nr Rpq\ 657 VICINITYMAP (SCALE- 1- = 2,0002 STONEWALL MAGISIERM-L D-ISTRICT FREDERICK COUNTY, VIRGINIA GENERAL NO TES.° 1. NO 777LE REPORT FURNISHED. 2. BOUNDARY INFORMATION TAKEN FROM EXISTING RECORDS. TOPOGRAPHIC INFORMA 77ON TAKEN FROM FIELD TOPOGRAPHY BY DOVE & ASSOCIATES. J. CURRENT OWNER: MR. JOSEPH E. KALBACH ALL POINTS WAREHOUSING L.L.C. P.O. BOX 3296 WINCHEST ER, VIRGINIA 22604 (540) 662-2270 4. DEVEL OPER: MR. JOSEPH E. KALBACH ALL POINTS WAREHOUSING L.L.C. P.O. BOX 3296 W/NCHE57FR, VIRGINIA 22604 (540) 662-2270 5. TT IE PROPERTY DELINEA TED ON THIS PLAN IS LOCA TED ON TAX ASSESSMENT MAP NO. 55 ((5)) PARCEL 5. 6. CURRENT ZONING: Ml 7. TOTAL S17F AREA - 3.035 ACRES 8. NO SOILS INVES77GA77ON HAS BEEN PERFORMA'p BY DOVE AND ASSOCIATES. ANY SOILS INFORMA 77ON SHOWN /S BASED ON AVAILABLE RECOR�JS. 9. 7HE FOLLOWING MI ZONING RESTRIC77ONS ARE APPLIC'48LE TO THIS SITE' FRONT SETBACK. 75' SIDE SETBACK: 25' REAR SETBACK: 251 MINIMUM BUILDING SPACING. 30' MAXIMUM BUILDING FAR: 1.0 MAXIMUM BUILDING HEIGHT • 60' MINIMUM LANDSCAPED AREA: 25X 10. NO SUBSURFACE INVES77GA 77ON HAS BEEN PERFORMED BY DOVE AND ASSOC/A 7FS. INFORMA 77ON ON EXIS77NG UNDERGROUND U77LI77ES IS BASED ON AVAILABLE RECORDS. THE CON IRA CTOR /S RESPONSIBLE FOR L OCA 77NG ALL UNDERGROUND U77LI77ES PRIOR TO CONS7RUCT ON AND PRESERVING THEIR INTEGRITY AND ENSURING A CON77NUANCE OF SERVICE. 11. PARKING TABULA 770N.- PARKING SPACES REQUIRED = 22,820/5, 000 = 4.66 = 5 SPACES (EX. BLDG.) PARKING SPACES REQUIRED = 23, 00015, 000 = 4.60 = 5 SPACES (PROP. BLDG.) PARKING SPACES REQUIRED = 10 SPACES PARKING SPACES PROVIDED = 12 SPACES HANDICAPPED PARKING SPACES REQUIRED = 1 SPACE HANDICAPPED SPACES PROVIDED = 1 SPACE 'REQUIRED PARKING /S PROVIDED ADJACENT TO EXIS77NG AND PROPOSED BUILDINGS, NO PARKING LOT /S PROPOSED. 12. GROSS AREA OF BUILDINGS =-15,820 SF THEREFORE FAR = 45,820/132,205 = 0.34 13. MAXIMUM S7FEP SLOPES DISTURBED AREA = 17, 923171, 9.38 = 24. 99 14. MAXIMUM WOODLAND DISTURBED AREA = 10, 602152, 489 = 20.29 15. NO ADD177ONAL SIGNS ARE TO BE CONS7RUC7E'D. 16. NO OUTDOOR STORAGE /S PROPOSED FOR INNS LOT. 17. NO NEW WATER OR SEWER WILL BE MADE ON THIS S17F 18. NO FLOOD PLAINS, WE7LANDS, SINK HOLES OR OTHER ENVIRONMENTAL FEA7URES EXIST ON THIS S/IF SHEET NO SH T--1 SHT-2 SHT-3 SHT-4 SHT-5 SHT-6 SHT- 7 SHT-8 DESCRIPTION CO VER SHEET SI7E PLAN DRAINAGE D/VIDE & SILTA77ON & EROSION C.ON7ROL EROSION CONTROL & MISC. DETAILS STORM SEWER •PROFILES & STORM WA 7ER MANAGEMENT STORM WA 7FR MANAGEMENT STORM WA TER MANAGEMENT EXIS77NG APPROVED SITE PLAN 41-- /' _ 7 9 B VTHF' ZONING ADMINISTRA TOR DA TF N N r r z z w w f 0 b U }U ~ r N Z Z z o 0 � U U N w w K K 0 0 O � Q Q m CD W 0) O cG h N � a<1 0 v, V 'A V o V O 5 Q UT V Jct O � V_ O to N cV wa Z ix W > O W Q VI W cc W 0 W Z W Q > O zZ W O. V'1 W X W 0 DATE JANUAR Y 30, 1998 SCALE AS SHOWN 0 11 SITE PLAN SHALL BE VALID FOR FIVE (5) YEARS FROM DA TE OF APPROVAL. DRAWN JLA Joe ASH_HLO\SHT= 1 SHEET 1 OF 8 BUFFERS & SCREENING NOTE: \ �\ �\ STORM STRUCTURES 1. FULL SCREENING IS PROVIDED BY A NATURAL STREAM VALLEY \ \ O 0+50=PROP. OUTLET STRUCTURE OF 100 FEET OR MORE AND A DOUBLE ROW OF EVERGREENS. \ \ `\) INV.=638.42 10 Q \ \ O \ 2. A TYPE "C" BUFFER WITH FULL SCREENING IS PROVIDED \ \ 1 \ 1 1 ADJACENT TO 55 ((A)) 38 AND A WAIVER IS REQUESTED o \ E I \ ®NV.=637.78 ADJACENT TO 55 A 39 IS SO MUCH AS THE PARCEL IS T \ '32�2 I \ ALREADY DEVELOPED WITH A SINGLE FAMILY RESIDENCE AND �? \ \ 1 I I \\ D 5+80=CL DI-1 WOODLANDS AND STEEP SLOPES EXIST IN EXCESS OF A o \ \ \ \ \ I ` j \ \ \ \ \ TOP=659.50 all 100 FOOT DISTANCE. \\ \ \ \ �.I \\ \ \ ` o INV.=655.60 \ \ oI \ \ \ \\ \ \ © 4+00=CL DI-1 \ \ \ \ o \ \ TOP=657.00 INV. 12" IN=650.60 INV. 12" OUT=650.40 --- - - - -- \ \ \ = DI-1 z '..: TOP=655.50 LANDSCAPE '" �� - - cY l ` \ \ \ " TREES -' M•t• ••+•�;•� _ •=• �� � 1 � \ \\ \ \\ INV. 12 IN=648.65 INV. 15" OUT=648.40 BLDG, NATURAL NATURAL ~` \ ma NATO a ..= 1 / \ \ \ TOP=653.50 WOODLANDS 2+80=CL DI-1 an wa WOODLANDS .`_4::�M:: ' :_: _ \ \ \ \ \ " \ .` \ I \ I �\ - _ \ \ \ � \ INV. 15 IN=646.90 \ \ I \ \ \ \ INV. 18" OUT=646.65 2+10=CL DI-1 - -- ' t1'. :`r:r ;.:`�';:•�`ir�' + i..�:t:r':.:':1'' � \ � \ \ \ ` TOP=651.50 aA s +''' ` \\ \ \` V1 ` \ \ INV. 18 IN=645.25 DETAIL OF STREAM VALLEY " INV. 18" OUT=645.05 NOT TO SCALE / \ � � � � � \ \ \ 0 BOLLARD DETAIL NOT TO SCALE \ O 1+50=CL DI-1 LlM/TS OF f /� \ \\ \ 1 \\ \ \\\ \\ 2 TOP=649.50 J \ , STEEP SLOPE O` \ l \ \ INV. 18 IN=643.85 ��� \ \\ AM ` \ \\ \ \ \\\ \\ INV. 18" OUT=643.65 = \ \ \ \ \ 1+05 CL EW 1 / \ \ PROP. C. L.F. I , /NV. IN 6 // �\ I \ \ INV U�6� \ �\ \ \ INV. 18 OUT=642.40 / BLDG. ,{� 7 ` \ - � YG \ \ O \ \\ FF=664.62 l \� \ - / S 0 / / E� 6� I (• \ \ Jsso _ E / p p 640 % f62' \ \\\ J , GAR/ 8 Eg Lc BLDG. f 6 / / / / E�8 o° j �� \ \ \ \ \\ \ \ \ \ \ \ \ v, \ r" ' ; -� : ! , / FF 662.38 212 56 30' 6� ♦♦ \ \` \ \ \ \\ \ o ° N ♦ 1 \ \ \ \ \ \ \ \ \\ ,M o I / 59 \ , a_ p,SE 9 v� \ �\ : \ \ \ o \� \ \ \ ` \ '� \ LEGEND / n • 5 v� I' D" t 6 3 \ \ \ \ \ \ \ \ \ \ WHITE PINES (6' HIGH) / / BLDG. 5917 ,, eL� OU WHITE PINES (4' HIGH) � i Fj��\ • o \EtE�61\ \ ♦\ \\ \ \\ \ \ \� \ �\ \ \\\\ / 0� , `� Y5Z' �♦\ \ \ \ ;►_ \ \ \c PROPOSED LIGHT \ / Z 5,5 E►� 6� 6 �� \ \ ♦ \ \ \ \ \ \ \ \ \ \ \ PROPOSED BOLLARD r 656• 6 �� c> �� \ EJ1'� S R SA1V • \ 57 PHASE LINES 8 II �/G Z \, \ ♦ \ \ \ \ \� \\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ a• PNt5 t* 111 .40.00 10 ELE�33 \ ; \ \ \ \ \\ \ \ \ \ \ \\ \ \ \ \\ \ / / _ �~.. r / S • 56 ,PNPSE 1 1� 65g' BLDG. dig 4 FF=658. 31 0 \ \ \ \ 57 � ice' TOP 6��I 65 0° ��' \ \ ��� \ /N Vf\ IN= 620.31 to',, rj Z �` \ ' ��, ��� 'NITS i or E 5 \ \ \ ♦ I I " Ka \ \ �� U EP S4E' Rl \ \ \ \ \ \ \ 1 \ I 1 I \ PHASE A -o _ 6 �.�'� s �I I \ ♦ \ \ \ 1 1 1 \ \ 11 0 1 - \ \ \ \ \ \ \ \ 1 1 \ \\ � SAN. M/H o/ 3 \ \ \ L� \ 1 \ \ \ , 1 TOP= 66.. 63 kp �� / \ \ SAN. tK/� 1 \ \ �, \ , INV. OUT=657.38 1i E 6� \ \ \ 1 \ \ OkD BLDG. > 3 / • • _ , -- / / \ 1 A ACE �SM�7 FF= 655.87 r 7,6 4_Yj3to I PROP. DUMPSTER PAD '(5&� DETAIL-SHT-4) o -- •' / - `% --T / *NOT It • f i� t!' / /W ���,, W.UNLE\sl pPTRASH BECOME'S`A-PBL1.Z`P' --------- - wn I Nr. SAS A4� PROP. C. L F•�� \7'• 64'gg" �W -T' r =650.99 / ��'�"- • �` PNP /vim �� �i \ �C! IN 642.4.31 -�" -- _ �` boo , �- i i SA .7NV. OUT=6423 ••.�•• / 9 / YIN -1- / �` yeNJ / � J TOP�631.76 \ J ``�• `O 6"kA y - A�. 41 - ; % TOP�6 8 \ INV. JN=6 9.31 \ ' V _ _ INV. ((lN- 38.9 NV /JN=6 9.16 LIGHT DETAIL _ _ _ - - PHASE l / - %y % ��// 1.3� OU 38.8 INV' IN=6JJ9.01 NOT TO SCALE - - --- �� �, 4Z 23 I I (% V. (OUT=r918.96 '. _....�Kam. .. ... Lt EX. EDGE OF ' _ 25 ,�$ -EX. 20' DRA//WAGE dr I I I K yr t K • ; ` PAP GRA VEL - /_-SAN. ESA41- T` II I I \ :- ~ AZ .. am R500' Sy -- -- - -- -- \��80650 \ 3 Q O a Z V QS O U J J � o J J 3 Lij Q Z o J Q W ---- --- - f-� --- --- ------ - -- - -- - - - --' ---- -_.._.-------- - C -.-_ i 650 - \ / EX. OR/VEWA Y ENTRANCE \ SA- \ / --i 647.12 INV IN 6 1.47 : `S. yr .i; ►i: '; _ . • Y' �• COLE LANE N R TE 672 \lNV ou41.42 so' R o w I i "- EXISTING BUILDING /NFORMA TION.• PROPOSED BUILDING /NFORMA TJON.• (NO SPEED LIMIT POSTED) BUILDING # 3.• 20' x 25' f 720' x 32' = 4,340 SO. FT. BUILDINGS ARE TO BE USED AS STORAGE UNITS -------- - ------ ------ - - - ---- - - --- -- ---- --- - - - - --- ' BUILDING # 4: 160' x 28' = 4,480 SO. FT. TYPICAL BUILD/NG HEIGHT IS 10' EX. HYDRANT ___ ___--__ __-� NOTE: PROVIDE WATERTIGHT COVER ------ \ FOR SANITARY SEWER MANHOLE. BUILDING # 5. 160' x 28' = 4,480 SO. FT. BUILDING # 8.• 140' x 30' = 4,200 SO. FT. LID TO BE BOLTED DOWN. DATE ✓ANUARY 1998 \ j BUILDING 9: 140' x 30' = 4, \ BUILDING ,�! 6: 160' x 28 = 4, 480 SQ. FT. �` 200 SQ. FT. SCALE 1 ' = 30' BUILDING # 7.• 180' x 28'=_5,040 SQ. FT. BUILDING # 10.• 20' x 20' f 140' x 40' = 6,000 SQ. FT. TOTAL BUILDING AREA = 2Z,eZ0 SQ.FT. BUILDING # 17: 20' x 20' f 90' x 40' = 4,000 SO. FT. DRAWN ✓LA BUILDING ,01 12.• 20' x 230' = 4,600 SO. FT. joe ASH-HL0SHT-2 TOTAL BUILDING AREA = 23,000 SQ. FT. SHEET 2 OF 8 \\ \\ STORM STRUCTURES \\ \ Og 0+50=PROP. OUTLET STRUCTURE \ \ \ \ INV.=638.42 \ \\ $ 1 +50= CL ES-1 INV.=637.78 Z \ I \ \ \ O 5+80=CL DI-1 a, TOP=659.50 \ \ \ \ \ \ o INV.=655.60 4+00=CL DI-1 TOP=657.00 N , \-{ 1\ \ \ \ \ INV. 12" IN=650.60 �'� o \ \ \ \ \\ \ \\ \ \ \ \ \ \ INV. 12" OUT=650.40 ;Z n \ \ \ \ \\ \ \ \\ \\ \ O 3+40=CL DI-1 \ t TOP=655.50 "O 1 \ \ \\ \ \ �\ INV. 12" IN=648.65 INV. 15" OUT=648.40 i \ \ \!✓ \ 4 2+80=CL D►-1 TOP=653.50 '�Jt �\ \\� \ \ \ INV. 15" IN=646.90 p0 \ \\\\ � \ :�:'4:i:_:'t'.::: a' :':'�•;.:. l \ \ kX l \ '\ \ \ \ \ INV. 18" OUT=646.65 2+10=CL DI ..,.: ,:�': .. `. .:.` c°j,, ( P / \ \ \ \ ` \ \ TOP=651.50 \ \ �\ \\ INV. 18" IN=645.25 INV. 18" OUT=645.05 1+50=CL DI-1 TOP=649.50 \ EA G \ O \ INV. 18" IN=643.85 o \\ \ STEEP SI�PE- \ \ \ \ \ \ \ \ INV. 18 OUT=643.65 / 1 - \ I+05 CL Ew 1 INV. 18 OUT=642.40 660 / / / < PROPOSED DRA/NAGElESMT. \ \ \ \\ \ \\ \ \ \ \ \\ \ Zx 060 \ \\ \ \ \\ \ 1 \� 0 $ TESARE\�4 A\ \ o \ \ \ OFFSIT AREA TO POND / C W = 0. 83 ERRING \ \\ \ \ \ \ \ \ \ \ \ \ oil ' \ P PROPOSED 10 DRAINAGE ISM 1 LEGEND / / _.�': •�� / �- 6 ; � \\ � \ ,, \ \ \ \\ \ \ i � \ \ � , \ \\�\\ ................................ , \ \ \ \ \ \ \ \ \ LIMITS OF CLEARING AND GRADING \ 6 --- DRAINAGE DI VIDE /P STORM SEWER INLET PR07EC77ON \ \ I \ 1 \ CE TEMPORARY CONS77?UC77ON ENTRANCE ✓ / ` l �l �l r 2 \LOPE\ CD GRAVEL CHECK DAM 77 \ \ 1 DO TEMPORARY DIVERSION DIKE x x - \ TEMPORARY SILT FENCE 144 I \\// ' ` ` _ �` j vt5 //ice / < J OUTLET PRO 7FC77ON - - _ - - - -- - --- - - / / Z h.► //�/ \ 1 1 + 42 aA ve ow TEMPORA R Y SIL T BASIN S I - ----------- ---- - 650-1 650 -------- I N � \ / � l.t . . 1• •, tit •..'1 COLE LANE R TE. 672 60' R-O-W NOTE: PROVIDE WATERTIGHT COVER FOR SANITARY SEWER MANHOLE. \ LID TO BE BOLTED DOWN. r � , NOTE : 7HE CONTRACTOR WILL BE REQUIRED TO OBTAIN A LAND DISTURBANCE PERMIT FROM THE DEPART14ENT OF PUBLIC WORKS PRIOR TO IN/77A771VG ANY S/TF WORK. THE PROPOSED STABILIZA 77ON PROGRAM WILL BE S7R/C7L Y ENFORCED BY FREDERICK COUNTY. THIS SHEET FOR SIL TA TION AND EROSION CONTROL AND DRAINAGE DIVIDE PURPOSES ONL Y.1II N W i i O U Y F N 2 O 0 uj o 00 mm o'o r7 N a v, 2 ~ 30 O � J O O 3 W J Q O w N N W �Z 00 WHO Z •� 3 W r- S (A (n W 00 U M3� () Lw Q N (n WWO Q KZcr 0 CL W Vn DATE JANUARY, 1998 SCALE 1 = JO' DRAWN JLA Joe ASH_HLO�SHT-3A SHEET 3 OF 8 ALL POINTS L. Please Remit To: All Points Warehousing, L.L.C. PHONE: (540) 662-2270 WAREHOUSING C. P.O. Box 3296 FAX: (540) 662-5761 t heser Winc Mini & Industrial Storage , VA 22604- THIS LEASE AGREEMENT made and dated this _ day of _ 19 , by and between ALL POINTS WAREHOUSING, L.L.C. hereinafter called LANDLORD, and hereinafter called TENANT, witnesseth That the LANDLORD, in consideration of the covenants of this Lease, hereinafter set forth. does by these presents lease to the TENANT the following described property, to -wit: SPACE NO. -- ---- ---- { ---- -- x - ----- to be used as a storage area for storing personal prope"'y (explosive and highly inflammable material and goods excepted), to have and to hold for a period of months beginning on the day of 19 TENANT yielding and paying and promiciorg to paw to LANDLORD the sum of Dollarsi per montn, payable on the FIRST day of each month in advance as consideration and rent for the use of such storage area premises. and LANDLORD acknowledges receipts of $ -___- { Dollars) which sum pays rental until --- -- -- ---- ----..__ -- , 19 ----- The TENANT agrees that the security deposit of S receipt of which is herewith acknowledged by the LANDLORD. shall be refunded to the TENANT only in the event the demised premises are left in the condition called for by this Lease Either party hereto may terminate this Agreement effective on any rental payment date by giving notice to the other hereof in wnting at least ten days prior to such date. THE LANDLORD SHALL HAVE A LIEN ON ALL PERSONAL PROPERTY STORED WITHIN THE LEASED SPACE, PURSUANT TO S55-418 CODE OF VIRGINIA, 1950, AS AMENDED, FOR ANY UNPAID RENTS OR CHARGES AND THE PERSONAL PROPERTY STORED WITHIN THE LEASED SPACE MAY BE SOLD TO SATISFY THE LIEN IF THE TENANT IS IN DEFAULT. Initial 1. TENANT IS RESPONSIBLE FOR GIVING LANDLORD ANY CHANGE OF ADDRESS 2, IF RENT IS NOT PAID BY 10th OF EACH MONTH UNIT WILL BE DOUBLE LOCKED AND A $10.00 LATE CHARGE WiLL BE ADDED 3. TENANT IS RESPONSIBLE FOR CONTENT INSURANCE, LANDLORD DOES NOT INSURE TENANT'S PROPERTY. 4 525.00 WILL BE CHARGED TO TENANTS ACCOUNT FOR EACH RETURNED CHECK 5 ITEMS STORED 1. The TENANT further covenants with the LANDLORD that at the expiration of time mentioned in the Lease, peaceable possession of said premises shall be given to the LANDLORD, in as good condition as they are now, normal wear and tear excepted: and the TENANT agrees not to let. underlet or assign the whole or any par, of said premises without written consent of the LANDLORD; that upon the nonpayment of the whole or any portion of said rent at the time when the same is above promised to be paid, the LANDLORD may, at its election, either distram for rent due. or declare thus Lease at an end. and recover possession as if the same was held by forcible detainer ' TENANT hereby waiving any notice of such election or any demand for the possession of said premises. 2. Enforcement of Lien. In the event of default in the payment of rent provided herein, LANDLORD shall notify the TENANT of such default by regular mail at his last known address if such default is not cured within Ten (10) days after its occurrence, then the LANDLORD may enforce its lien according to the taws of the State of Virginia. 3. TENANT shall not place or keep in such space explosives, inflammable liquids, contraband or other goods prohibited and agrees to abide by any rules promulgated by LANDLORD governing the use of the premises TENANT shall permit no damage thereto and shall indemnity and hold LANDLORD harmless from any claim or cause of action arising out of TENANTS use of the premises. TENANT assumes responsibility for any less or damage to the property stored by TENANT in said space and may or may not elect to provide insurance coverage for same. TENANT will not use the premises for arty unlawful purpose NO SMOKING ALLOWED. 4..7�on expi:.:tion c::ius Lease, :f 7;_:*-;A.:,:,. Witt ' "" inn rnc- t 1pnrovs:, GetititWei t0 reni pidfll o5 on P iitiJith t0 " C^C '"• 5, ai :Ov%tan?S 8nd wn9iti0R; contained in this Lease shall continue in full force and effect so long as TENANT retains possession of said premises. 5. LANDLORD will have the right , in the event of an emergency, to enter the premises using whatever reasonable force is necessary. 6. In the event LANDLORD is required to obtain the services of an attorney to enforce any of the provisions of this Lease. TENANT agrees to pay in addition to the sums due hereunder, an additional amount as and for attorney's fees and costs incurred 7. The covenants herein contained shall extend to and be binding upon the parties hereto, their heirs, executors, administrators successors and assigns 8. Rental Refund. A no -refund policy exists. any exceptions to be at the sole discretion of the LANDLORD 9. Contract Signature TENANT'S signature determines the only person with authority to entry LANDLORD cannot assist anyone other than the TENANT to gain entry 10, Early Move -Out: LANDLORD will consider a locker abandoned per evidence of contents removed or absence of a TENANT padlock. LAND LORD has authonCJ to re -rent an abandoned locker without obligation to the previous TENANT 11. Red -Lock Procedure: LANDLORD has authority to 'RED -LOCK' a past due unit. TENANT removal of a 'RED -LOCK' constitutes breaking and entering 12. Padlock Ownership TENANT to provide and be solely responsible for the unit padlock. 13- No monthly billing will be sent to TENANT. 14. No electricity may be used by the TENANT other than lights without permission of the LANDLORD All TENANTS must turn off lights upon leaving their leased space 15. TENANT shall abide by rules of LANDLORD. not use premises for any unlawful purpose, observe operating hours, and conduct themselves in an orderly manner while on premises 16. No storage shall be permitted on the exterior of any storage unit. IN WITNESS WHEREOF, the parties of this Lease have hereunto set their hands the day and year first above written. TENANT: PRINT FAME: -----_-_--------_-- EMPLOYER'S NAME _. --- ADDRESS:.------ _-----.._.-_-------_---_--_---- EMPLOYER'S ADDRESS CITY. STATE, ZIP HOME PHONE. r _-- ---__.-- EMPLOYER'S PHONE DRIVER'S LICENSEISS r TENANT SIGNATURE DATE. LANDLORD BY - ---. ALL POINTS WAREHOUSING, L.L.C. . -°Oil CONCRETE 3000 ps I ` UJITN ME5N • `•� :: 4" 21-8 E5A6E STONE DLZIFSTER PAD SECTION --- --- 2" 5M-2A 6" 21-6 BASE STONE PARKfNG AREA PAVEMENT 5ECTION (BASED ON GBR-E ) *PAVEMENT SECTION FOR ALL PARKINGAREA5, TRAVEL AISLES AND MANEUVERING AREAS. STONE CONSTRUCTION ENTRANCE 70' NIK. A 1 .31 FILTER CLOTH 6' WIN. I A j' SIDE ELEVATION EXISTING GROUND 70' WIN. 8 WASHRAICK <OPTIDMAL) L' VDOT #1 I I +� POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PL AN LAN VIEW 12, Wk. ���,., SECTION A -A EXISTING PAVEMENT S:1 MOUNTABLE BERM (OPTIONAL) T 10, MIN. EXISTING PAVEMENT 7- 10' MIN. 4-"`iO.19-TL TUBING ALL Gor_NEZ-, AND 4-ENTt`siZ4 Te, Se `iHePP vvEL,1715p WITH ILATBy BEHIHD WELD POINTS InK(i" rtoUGN 56/4WN /- GGDAr- r'LAN K5 8"K 0'A '/4" �,TI-eL_ 11 I i l l i l l l l l I I I I I I I I PL.(TEl. TdP sC t4(s E �I !i' NowiNG. •T" i;E5 r- GATT- xP�x T90" G"x GED _ A� PG+4TS B.4rrt _ATc-H t gIZAcICETS wtTH StMPSaG N •o GrCitvE I I I i I t7LJUPSTE{Z GATE DETAIL. (NoT To gGA 1„G 1 TEMPORARY BERM TO BE CONSTRUCTED AROUND OUTLET STRUCTURE USE #57 STONE k FILTER FABRIC IN ORDER TO STORE GRADED SEDIMENT DURING CONSTRUCTION. TO BE REMOVEC WHEN SITE WORK IS COMP! E:t. DUT F- 1 2' TOP ELEV, =645, 19 6, X 11" 1 RECTANGULAR ORIFICE 3' DI A _ RCP 1.0' ORIFICE <_ I NV, oy 40 �-- I NV. 636. 42 �12CLASS 3 CINK 2' 51 SELI MEAT ' ► "'� NITS SEDIMENT BASIN STORAGE CAPACITY = 3c C. Y, x 2. 12 = 72 C. Y, IF SEDIMENT EXCEEDS,I�T NEED} BE CLEANED OUT. PIPE OUTLET CONDITIONS e e '1PE OUTLET TO FLAT ,REA WITH NO DEFINED 'HANNEL L a 0 % _WEMM�qz -_-- SECTION A- A FILTER (LATH KEY IN 6' -9 RECOMMENDED FOR ENTIRE PERIMETER All ado (4IIN.) 1 PIPE OUTLET TO WELL DEFINED CHANNEL I L a 0 S" - i it a I SECTION A -A FILTER CLOTH KEY 1N 6" -9r . RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP. GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS (CALCULATED USING PLATES 3.18-3 AND 318-4 3. d = 1 5 TIMES THE MAXIMUM STONE DIAMETER„ BUT NOT LESS THAN 6 INCHES. I BLOCK A_VD GRA L_E•L DP 0P 1XLE T S EDIYE_VT FILTER HIRE SCREEN -- GRAVEL RUNOFF - NATER WITH SEDIMENT ,VERF_OOW -.M - SEC1�+EvT CONCRi-E 3LCC< �- NIRE SCREEN 717ERE7 WATET ...... , "IL=- NIT!� ;RATE THIS METHOD OF INI.ET ?RCTECTiON IS ?.PPLICABLE WHERE HEAVY FLOWS ARE EXPEC-ZI) AND WHERE AN OVERFLOW CAPACITY IS NECESSARY "0 PREVENT E:{CESSIVE PONDING AROUND THE STRUCTURE. ' GRAVEL SHALL BE VDOT 4357 OR 45 CO.ARSE aGGREsA'E TEMPORARY DIVERSION DIKE Compacted Soil 18" min. � , - '-Flow 4.5' min. SIL TA 770N AND £RO.S101V CONTROL NARRA 77W PROJECT DESCRIPTION THIS PROJECT PROPOSES THE CONSTRUCTION OF A MINI -STORAGE FACILITY THE PROJECT WILL CONSIST OF IMPROVEMENTS ON LOT 5 AND A POR7701V OF L 0 T 4 AS SHOWN. THE PROPOSED SIL TA 77ON AND EROSION CON 7ROL S ARE SHOWN ON THIS SHEET. EXIS77NG S17F COND177ONS THE PROPOSED SITE /S RELA 77VEL Y S7FEP WITH 2 TO 35 PERCENT SLOPES. THE SITE- IS PREDOM/NANTL Y CLEAR WITH SOME WOODED AREAS NEAR 7HE STREAM VALLEY. 7HE S17E DRAINS TO AN EXISTING DEFINED SWALE WHICH /S ON THE PROPERTY AND FLOWS TO WE SOUTH. SOIL S THE SOILS ARE MADE UP OF BERKS (18) CHANNERY SILT LOAM AND WEICHERT BERKS (418 & C) CHANNERY SiLT LOAM. THESE SOILS ARE UNDERLAIN BY SHALE A SIGN/FICA IF FOR770AI OF AND THE S/TF HAS BEEN PREVIOUSL Y DISTURBED TO WHERE THE SHALES ARE EXPOSED. THE SOILS HAVE A SLIGHT EROSION HAZARD AND SOMEWHA T PERM/ABLE. ADJACENT PROPERTY THE ADJACENT PROPER7ES INCLUDE DEVELOPED COMMERCIAL PROPERTIES TO THE NORTH, MOBILE HOME PARK TO 77-IE EAST, UNDEVELOPED INDUSTRIAL TO THE SOUTH AND A DEVELOPED MINI -STORAGE S17F TO THE WEST. OFF -SITE AREAS NO DISTURBANCE OF ANY OFF-S17E AREAS WILL BE REQUIRED FOR INNS PROJECT CRI77CAL EROSION AREAS THE STEEP SLOPES, EXIS77NG SWALE, AND OFF -SITE PROPERTIES ARE CRI77CAL AREAS TO PR07ECT DURING CONSTRUC770N. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICA7?-D, ALL VEGETA77VE AND S7RUC7URAL EROSION CONTROL PRAC77CES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA7701VS OF THE 1992 VIRG/N/A EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS 07HE-RWISE WAIVED OR APPROVED BY A VARIANCE. S7RUC7Z1RAL PRAC77CES 1. SIL T FENCE BARRIER - J. 05 SIL T FENCE WILL BE INSTALLED AS SHOWN TO FIL TER SEDIMENT LADEN RUNOFF FROM SHEET FLOW. 2. TEMPORARY CONSTRUC7ION ENTRANCE - 3.02 A TEMPORARY CONS7RUCTION ENTRANCE 1ITH WASH RACK SHALL BE INSTALLED AS SHOWN ON THE PLAN. C0NS7RUC77ON VEHICLES WILL BE REQUIRED TO WASH ITHE/R WHEELS BEFORE EX177NG ONTO EXIS77NG COLE LANE. 3. CHECK DAM - A ROCK CHECK DAM SHALL BE INSTALLED TO REDUCE VELOC177ES IN THE SWALE AND CAPTURE SEDIMENT. 4. DI VERSION DIKES - DIVERSION DIKES SHALL BE INSTALLED TO DIRECT SEDIMENT LADEN RUNOFF TO FIL TER/NG MEASURES AND TO PRO TECT Of FSI TF AREAS 5. INLET PR07ECTION - INLET PR07FC77ON SHALL SHALL BE INSTALLED AT THE L OCA 7I SHOWN ON 7NE PLAN. 6. SEDIMENT BASIN - J.14 TEMPORARY SEDIMENT BASIN SHALL BE INSTALLED AS SHOWN. STABILIZA 77ON PROGRAM PERMANENT SOIL STABILIZA 77ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DA YS AFTER FINAL GRADING /S REACHED ON ANY POR77ON OF THE 517E TEMPORARY SOiL STABILIZA7701V SHALL BE APPLIED WITHIN SEVEN (7) DA YS TO DENUDED AREAS THA T MA Y NO T BE A T FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS, EXCEPT FOR THAT PORTION OF 7HE S17E ON WHICH WORK WILL BE CON77N000S BEYOND FOURTEEN (14) DAYS PERMANENT SOIL STABILIZA 77ON SHALL BE APPLIED TO AREAS THA T ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS FOR WINTER STABILIZA770N, ANY AREA DENUDED FOR MORE THAN FOURTEEN (14) DAYS AF7ER NO VEMBER 1 AND BEFORE MARCH I SHALL BE MULCHED AND SEEDED APPROPRIATE TO THE SEASON AND SITE CONDI TONS MANAGEMEN T S IRA 7EG/ES PHASE I 7. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKL Y AS POSSIBLE. 2. PHASE / WILL BE IMPLEMENTED PRIOR TO MAJOR CLEARING OPERA PONS AND DENUDING OF THE S/7F TEMPORARY MEASURES AS SHOWN ON 7HE SIL TA 77ON AND EROSION CONTROL PLAN WILL BE INSTALLED INCLUDING 77-IE CONS77?UC770N ENTRANCE, SILT FENCE, AND TEMPORARY DIVERSION DIKE. THESE CONTROLS WILL BE THE FIRST PART OF CONS7RUC77ON AND ONL Y DISTURBANCE REQUIRED FOR THEIR INSTALLA 77ON WILL BE PERFORMED. J. TEMPORARY SEEDING OR 07HER STABILIZA77ON WILL FOLLOW IMMEDIA TEL Y AFTER GRADING. 4. 14REAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARL Y MARKED BY FLAGS. 5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLA RON AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRAC77CES. PHASE It 1. AFTER CONTROLS OF PHASE l ARE /N PLACE, CONS7RUC170N AND MAJOR EARTHWORK ON THE SITE MAY PROCEED. 2. DISTURBED AREAS SHALL BE STABILIZED AS QUICKL Y AS POSSIBLE. THE DRY POND AND OUTLET W/LL BE INSTALLED AS SOON AS POSSIBLE TO ALLOW COLLEC770AI OF SEDIMENT IN INNS AREA. THE ROAD AND PARKING BASE SHALL BE INSTALLED WHEN FINAL ROAD GRADES ARE REACHED. INLET PROTEC77ON SHALL BE PLACED WHEN STORM TOPS ARE SET. J. AFTER CONSTRUC77ON IS COMPLETE, ADEQUA TF STABILIZA 77ON 1S ACHIEVED, AND ONL Y AFTER APPROVAL OF THE FREDERICK COUNTY INSPECTOR, THE TEMPORARY CONTROLS MAY BE REMOVED, AND THE POND CLEANED TO ITS DESIGN INVERT. PERMANENT STABILIZA 77ON ALL AREAS DISTURBED BY CONS7RUC770N SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIA TEL Y FOLL OWING FINISH GRADING. SEEDING SHALL BE DONE WTH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. & SPEC: 3.32, PERMANENT SEEDING, - OF THE HANDBOOK. MAINTENANCE PROGRAM ALL MEASURES ARE TO BE INSPECTED DA IL Y BY THE St7E SUPER/NTENDENT. ANY DAMAGED MECHANICAL DEWCES SHALL BE REPAIRED AND/OR REPLACED BY 7HE CLOSE OF THE DA Y. NO CON 7ROL S ARE TO BE REMOVED WI THOU T THE APPROVAL OF THE SITE INSPECTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR PENAL 77ES CAUSED BY HIS FAILURE TO COMPL Y WITH THE EROSION AND SEDIMENT CONTROL PROGRAM OR THE DIREC77ON OF THE S17F INSPECTOR. THE DESIGN ENGINEER SHALL BE N077FIED OF ANY CHANGES TO 7H1S PROGRAM. 1. THE INLET PROTEC77ONS AND CHECK DAMS WILL BE CHECKED REGULARLY FOR SEDIMENT AND CLEANED WHEN NECESSARY. 2. THE SIL T FENCE BARRIER WILL BE CHECKED REGULARL Y FOR UNDERMINING OR DE7FRIORA 77ON OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON REACHES HALF WAY TO THE TOP OF THE BARRIER. J. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. v, Q O -4 C9 Q O Z J J v, 3 Z 4 Q J Q O O N 04 Z •I- 3 Q: -< W I = N n N W � 00 U I M3� V) LLJ Q W N! WWO Q �Z> a Lai Vf vJ Pt J ao vJ W DATE JANUARY 1998 SCALE I' = 30' DRAWN ✓LA joe ASH_HLO1SHT-4 SHEET 4 OF 8 2 YEAR POST DEVELOPED INFLOW/OUTFLOW HYDROGRAPH 12.00 10.00 PEAK INFLOW 9.18 cfs - Time 30 MIN. PEAK OUTFLOW 4.91 cfs 8.00 / Time 35 MIN. V 0 6.00 3 0 I: were 2.00 0.00 0 20 40 60 80 100 120 Time - MIN. 25 YEAR POST DEVELOPED INFLOW/OUTFLOW HYDROGRAPH 20.00 cn Z3 12.0 N 0 8,00 4.00 Peak Flow 17.06cfs - Time 30 MIN.I PEAK OUTFLOW 8.70 cfs Time 35 MIN. 0.00 , 0 20 40 60 80 100 120 Time - MIN. 20.00 12.0 0 0 8.00 ON 4.00 10 YEAR POST DEVELOPED INFLOW/OUTFLOW HYDROGRAPH PEAK INFLOW 15.74 cfs - Time 30 MIN.I PEAK OUTFLOW=8.24 cfs Time 35 MIN. 0.00 0 20 40 60 80 100 120 Time - MIN. 100 YEAR POST DEVELOPED INFLOW/OUTFLOW HYDROGRAPH 25.00 20.00 15.00 O 0 10.00 5.00 Peak Flow 20.99 cfs - Time 30 MIN. PEAK OUTFLOW 14.10 cfs Time 35 MIN. 0.00 0 20 40 60 80 100 120 Time - MIN. STAGE - STORAGE - DISCHARGE CURVE DISCHARGE CFS 0 10 20 30 40 50 60 648 6" f- 642 0 0.1 - T - -- -- - O 6 6 5 r--- - - - - - - -- I 655 �TO�- I / 651. r r I 4 5 6 7 00 EX. GRADE - PROP. GRAD I I TOP= 657.00 TOP= 655.50 TOP= 653,50 I �$oRI �6'C°MP �\ 9 650 - - -has so I P + - -- CM ,�2' goo 2 g29• - - - g0 ,15 COP - 2 50% 18 CMp 645'~------- - -- -- -- - -- - - --- - - rr 6 pOX CO CO INV.= ` ,16 M CMp 0 2 r 642.40 0 2 �6% I I I 6 40 i- --- -- - - - ---t _ - I Ln Ln O o I c0 I U-)o t 0 0"': 1 00 ..a. cD I (V cD 0) c0 CD (D O ' U) LD LLJO O 0 '0 l o U)z0 z _ ) 0- 0z N II J II c6 00 °� J II °D °t0 -J II P') c0 `- J II U')Lr) cD `n r- -J II t` Ln c0 CV (V I II + O + II OZz + OZz 0 + II Oz o + II O oo + it OZZ z z 1+00 2+00 3+00 4+00 5+00 STORM SEWER PROFILE y O 0 u7 J pj U) 11 U (00 00 II II ij 0z STORM SEWER DESIGN COMPUTA TIONS STA T10N TOP FROM TO T f,pE STR. ORA/N jRUNOf`F AREA COEF. A CA TIME OF CONCEN IRA TION RUNOFF (CFS) DESIGN PROFILE INCRE- MENT ACCUM ULATED �" TO PIPE MIN IN PIPE CCUM TIME INC "0" ACCUM "0" PIPE iSLOPE DIA (X) N" MAX YJ" vFt ' Sf tENcn� OF RUN FALL FEET" INV. UPPER lNv. LOWER LOSSES ACRES 5+80 0/'-J 10.001 . 02J 7 6 0.48 0.8J 0.33 0.J3 _ 6.0 _ 1.98 1.98 12" 2.78 - J.6 4.5 200 655.60 650.60 4+00 Dl'-J 02J _ 6 5 0.28 0. 90 0. 25 0.58 6. 0 1.50 J. 48 12" 2.92 J. 8 4.5 60 650. 40648. 65 J440 - Dl'-.3 . 023 5 4 0.42 0.90 0.38 _ 0.96 6.0 _ 2.28 5.76 15" 2.5 6.8 5.5 60 648.40 646.90 2+80 --- 4 J Dl'-J 0.39 0.90 _ 0.35 1.31 6.0 _ 2.10 7.86 18" 2.0 . 02J 9.3 _ 5.0 70 646.65 645.25 2+10 Ol'-J 023 - �- 3 2 0.16 0.90 0.14 1.45 6.0 0.84 , 8.70 18" 2.0 9.3 5.0 60 645.05 64J.85 1+50 2 1 Dl'-3 0.04 0.90 0.04 \7.49 6.0 0.24 8.94 18" 2.78 .023 JO.O 5.0 45 643.65 642.40 0+98 EiN-1 SPILLWAY CHANNEL COMPUTATION Q = 14.7662 CFS D=0.252' SIDE SLOPE = 2:1 BASE = 10' AREA = 2.6470 W/P = 11.1270 H/R = 0.2379 R 2/3 - 0.3839 0 2 3 0 U= 5.5784 FPS 0. .4 0.5 0.6 STORAGE (AC. -FT) EMERGE CY SPT SWAY DETAT \\ P I N D 1 4' NTS -�TOP OF BERM ELEV. 648. 00 1 2 \\ CREST ELEV, 18" CLASS I -- 10' -- 644, 90 18" CLASS I RIP RAP RIP RAP D 50 = 1, 1' D 50 STORMWATER MANAGEMENT NARRATIVE STORMWATER MANAGEMENT IS PROVIDED BY ONE DRY DETENTION POND LOCATED AT THE SOUTHERN END OF THE PROPERTY. THIS POND CONTROLS 665 650 660 645 655 640 650 635 645 630 640 fgJ EX. I TOP 645.E ---- - - I I P � 1122'-24 MP60.57 \ 0' CLASS I RAP H (GROUTED) - O M QO cl- 0 w II -- --- --- --- LLJ 000 M \ I I f-- I11U 0O --- 0� + Z i---- --- N II + L --- --- - 0+50 1 +00 1 +50 2+00 --- 100 YR WSE = 645. 19V 25 YR WSE = 644. 85 10 YR WSE = 644, 64� 2 YR WSE - 643.59 V - I NV. =643. 60 - ----�_ I NV, =641 , 40 RUNOFF FROM THE FOLLOWING AREAS: NOTES:: POST DEVELOPMENT 1. STRUCTURE TO BE DESIGNED ONSITE 1.31 AC. C W = 0.90 TO RESIST FLOTATION. OFF SITE 0.81 AC. C W = 0.90 2. REINFORCING STEEL TO BE TOTAL CONTROLLED AREA = 2.12 AC. C W = 0.90 DESIGNED BY STRUCTURAL ONSITE UNCONTROLLED AREA = 1.725 AC. C W = 0.34 ENGINEER. SHOP DRAWINGS PRE DEVELOPMENT TO BE APPROVED BY DESIGN ENGINEER, ON SITE 3.035 AC. C W = 0.30 AND SUBMITTED PRIOR TO ISSUANCE OF TIME OF CONCENTRATION - 10 MIN LAND (DISTURBANCE PERMIT. HYDROGRAPHS WERE DEVELOPED FOR EACH AREA, PRE AND POST DEVELOPMENT FOR THE 2, 10, 25 AND 100 YEAR STORMS USING THE MODIFIED RATIONAL METHOD AND THE 24 HOUR STORM DURATION. THE RESULTING HYDROGRAPHS ARE SHOWN ON THE ROUTING COMPUTATION SHEET. SINCE NO DETENTION IS REQUIRED FOR THE OFFSITE AREA, IT IS PASSED THROUGH THE OUTLET STRUCTURE. THE ALLOWABLE RELEASE RATES FOR THE POND WERE CALCULATED AS FOLLOWS: MAX. POND DISCHARGE = Q PRE + Q OFFSITE - Q UNCONTROLLED 2 YR POND DISCHARGE = 4.38 + 3.51 - 2.82 = 5.07 CFS 10 YR. POND DISCHARGE = 7.51 + 6.02 - 4.84 = 8.69 CFS 25 YR. POND DISCHARGE = 8.14 + 6.52 - 5.24 = 9.42 CFS 100 YR. NO CONTROL REQ'D IN ADDITION THE 25 YR POST SITE RUNOFF MUST BE LESS THAN THE 10 YR. PRE DEVELOPMENT RUNOFF. THUS, FOR THE .25 YEAR STORM THE PERMITTED POND DISCHARGE RATE IS: 25 YR. POND DISCHARGE = Q 10 PRE + Q 25 OFFSITE - Q 25 UNCONTROLLED 7.51 + 6.52 5.24 = 8.79 CFS, NOT 9.42 CFS THE ROUTING COMPUTATIONS SHOW THAT THE ACTUAL POND DISCHARGE RATES ARE: 2 YR = 4.91 CFS < 5.07 CFS OK 10 YR = 8.24 CFS < 8.69 CFS OK 25 YR = 8.70 CFS < 9.42 CFS OK 100 YR = 14.10 CFS NO CONTROL REQ'D THUS IT CAN BE SEEN THAT ADEQUATE STORMWATER MANAGEMENT HAS BEEN PROVIDED. 24" CMP @ 0. 5% OUT 12" TOP ELEV. =645, 1 3' DI A. RCP 6" X 11 " RECT, ORI FI CE 1 , 0' DI A. ORIFICE t ° ° v A 12" CLASS A.3 5' TOP ELEV, =645. 1 9 6" X 11" RECTANGULAR ORIFICE -- -- 3DI A RCP 1. 0' ORIFICE INV. 641, 40 I NV, 636. 42 �1 2"- CLA'S', 3 .EEfNlC, . 0 N N W > Z �0 o� LLA O Z w r 3Wr- = y 1� N W 00 U i M 3 W Q N N WWO Q Z > o azw CL W V1 5' DET A. T L PEND [I \TLE TR U C T U R E 9 DATEJAIVUARY, 1998 NTS SCALE 1 " = 30 DRAWN JLA roe ASH-HLOISHT--5A SHEET 5 OF 8 o�jfl COW -k OLLF-D A P. E A i vF L,c v H vD ee) , k>A-pq s PSUHM: MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 RATIONAL FORMULA HYDROGRAPH Tirae:12:53:05 SCS 24 - HOUR STORM DlISTRI'BUTIOt8 2 YEAR, TYPE 2 RAINFALL: 3.50 IN. AT ALL POINTS WAREHOUSE TIME OF CONCENTRATION: 10 MIN. DRAINAGE AREA: 2.120 ACRES. WEIGHTED ° C ° FACTOR: 0.900 �t�Fes�,t�r�l�r��r�ih����k�F�*�*�k�&�+k4r*srsrtrtt��st,a��seA��a�ss�rs�sar��i�r�r&fir RAINFALL RAINFALL TIME IN`CR. TOTAL INTENSITY FLOW (MIN) (IN) ( IN) (IN/HR) (CPS) 0 0.00 0.00 0.00 0.00 10 0..07 0.07 0.42 0.81 20 0.2.3 0.30 1.36 2..59 30 0.80 2.10 4.81 9.18 40 0.30 1.40 1.81 3.45 50 0.10 1.50 0.59 1.14 60 0.08 1.58 0.49 0.94 70 0.06 1.64 0.37 0.71 80 0.06 1.70 0.33 0.64 910 0.0$ 1.75 0.30 0.58 100 0.05 1.80 0.28 0.53 At time = 250 minutes, the flow is 0.26 CFS. +0*4r��l�s4sr�43sak���ai!!b{f{Sr*���sliti;k�rA�r�k�r��3�ea2�aas d����Rt�t9s0�rs@v9s�� PSUHM: MODULE <3-C> - RATHYD AUGUST 1093 11WSION Dacte:05-25-1998 RATIONAL FORMULA HYDROGRAPH Time:12:53:5'5 SCS 24 - HOM STOP DISTRIBUTION 10 YEAR, TYPE 2'RAINFALL: 6.00 IN. AT ALL POINTS WAREHOUSE TIXE OF CONCENTRATION: 10 MIN. DRAINAGE AREA: 2.120 ACRES. WEIGHTED ICI FACTOR: 0.90.0 RAINFALL RAINFALL THE INCR. TOTAL INTENSITY FLOW (MIN) (IN) (IN) (IN/HR) (CPS) 0 0600 0.00 0.00 0.00 10 0.22 0.12 0.72 1.38 20 0.39 0°.51 2.33 4.44 30 1.38 1.88 8.25 15.74 40 0.52 2.40 3.10 5.91 50 0.1.7 2.57 1.02 1.95 60 0.14 2.71 0.84 1.61 70 0..11. 2.82 0.64 1.22 L90 0.10 2.91 0.57 1.09 90 0.0.9 3.00 0.52 1.00 100 0.108 3.08 0.48 0.92 At time = 250 minutes, the flow is 0.45 CPS. PSUHM: MODULE <3-^C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 RATIONAL FORMULA HYDROGRAPH Tilme:12:64:39 SCS 24 - HOUR STORK DISTRIBUTION PCWD (4 kXP_®1Lff_D AgE,4 J0'rLow 25 YEAR, TYPE 2 RAINFALL: 6.50 IN. AT ALL POINTS WAREHOUSE TIME OF CONCENTRATION: 10 MIN. DRAINAGE AREA: 2.120 ACRES. WEIGHTED °C® FACTOR: 0.900 �s�ie��sFit44���07'�•64et�*is•��*ast�+k��lt4r,6�#���ik��a9b�4r����sk�A�g��� RAINFALL RAINFALL TIME INCR. TOTAL INTENSITY FLOW (MIN) (IN) (IN) (IN/iHR) (CFS) 0 0.00 0.00 0.00 0.00 10 0.13 0.13 0.79 1.50 20 0.42 0.55 2.52 4.81 30 1.49 2.04 8.94 17.06 40 iD.56 2.60 3.36 6.410 50 0.18 2.78 1.10 2.11 60 0:15 2.94 0.91 1.74 70 0.12 3.05 0.69 1.32 80 10.1.0 3.1.6 0.62 1.19 90 10.09 3.25 0.57 1.08 100 0.09 3.34 0.52 0.9,9 At time = 250 minute$, the flaw is 0.49 CPS. PSUHN: MODULE <3-C> - RATHYD AUGUST 1993 VERSION IDste.:05-25-1998 12ATIONAL. FORMULA HYDRQCRAPH Ti.1me:12:55:31 SCS 24 ® HOUR STORM DISTRIBUTION 100 YEAR, TYPE 2 RAINFALL: 8.00 IN. AT ALL POINTS WAREHOUSE TINE OF CONCENTRATION.* 10 MIN. DRAINAGE AREA: 2.120 ACRES. WEIGHTED 'C' FACTOR:. 0.900 �r4:,gee.,�sta•�a���o-w�►a4•�,��va,at��a�a+9�a�4:�*���,�,a,�.ros*�+�,a�err,�se��,a�a�� RAINFALL RAINFALL TIME INCR. TOTAL IPITENSITY FLOW (MIN) (IN) (IN) (IN/HR) (CPS) 0 0.00 0.00 0.00 0.00 10 0.16 0.16 0.97 1.84 20 10.52 0.68 3.10 5.92 30 1.83 2.51 11.00 20.99 40 0.69 3.20 4.13 7.88 50 0.23 3.43 1.36 2.59 60 0.19 3.61 1.12 2.15 70 0.14 3.76 0.85 1.63 80 0.13 3.88 0.77 1.46 90 0.12 4.00 0.70 1.33 1'00 0.11 4.11 0.64 1.22 At time r 250 minutes, the flow is 0.60 CPS. �Q���,�+ssr,�a�aa41�0+kir��,�srso•x��4e��a���a,e.���*�ar�444r���aar���m�t��a� E t^ unD PuLs BASIS ROU'im Fm ---2 YR ° INFU M HY}ROGRAPH FILOLANE: A:2PWAYD BASIN STORAGE/LOMATION DATA FILEAANE: A:Pm.ES OUTLET STIMME DISCHARGE/MEVATION DATA FIL ANB: A:OiFP2.E0 TDO KOFD RAPS WIN SMIX EL VATION BASIN 0 t3 ,OW RETEMON fts: 1NYLOW,cfs IAFLOW,cfs aore-ft ft.AMVEel OU'TM,cfs TOTAL,efs RKE:Ars 27.00 0.00 0.00 0.0000 641.40 0.00 0.00 0.00 27.13 0.40 0.60 0.0028 641.59 0.11 0.11 0.09 27.25 1170 1.70 0.0091 641.99 1.00 1.00 0.08 2708 4.24 4.24 0.0211 642.25 1.97 1.97 0.08 27.50 9.18 9.18 0.0598 643.06 4.07 4.07 0.11 27.63 4.88 4.89 0.0836 643.59 4.91 9 0.21 27.71 2.97 2.87 0,0756 4433.42 4.66 29L 4.66 0.24 27.83 1.14 1.14 0.0522 642.92 3.82 3.82 0.26 27.96 0." 0.99 0.0295 642.43 2.64 2.64 0.20 28.08 0.82 0.82 0.0172 642.17 1.67 1.67 0..I7 28.21 0.69 0.69 0.0107 642.03 134 1.14 0.14 28.33 0.64 0.64 0.0078 641.91 0.75 0.75 0.14 28.46 0.60 0.60 0.0071 641.86 0.64 0.64 0.14 28.59 0.66 0.56 0.0068 641.84 0.58 0.58 0.14 29.71 0.53 0.53 0.0065 641.83 0.54 0.54 0.15 28.83 0.56 0.50 0.0064 641.81 0.51 0.51 0.15 28.% 0.47 0.47 0.0062 641.80 0.49 0.49 0.16 29.08 0.45 0.45 0.0060 641.79 0.46 0.46 0.16 29.21 0,43 0.43 0.0059 641.7.8 0.44 0.44 0.16 29.33 0.41 0.41 0.0057 641.77 0.42 0.42 0.17 29.46 0.39 0.39 0.0056 641177 0.41 0.41 0.17 29.58 0.38 0.38 0.0055 641.76 0.39 0.39 0.17 29.71 0137 0.37 O.OM4 641.75 0.38 0.38 0.17 29.93 0.35 0..35 0.005.3 641.74 0.36 0.36 0.18 29.96 0.34 0.34 0.0052 641.74 0.35 0.35 0.18 30.0 0433 0.33 0.0051 641.73 0.31 0.34 0.18 30.21 0.32 0.32 0.0M 641.73 0.33 0.33 0.19 30.33 0.31 0.31 0.0049 641.72 0.32 0.32 0.19 30.46 0.30 0.30 0.0049 641.72 0.31 0.31 0.19 3058 0.29 0.29 0.0048 641.71 0.30 0.30 0.19 30.71 0.29 0.29 0.0007 641.71 0.29 0.29 0.20 30.93 018 0.28 0.0047 641.70 0.29 0.29 0.20 30.96 0.27 0.27 0.0046 641.70 0.28 0.24 0.20 31.08 0.27 0.27 0.0046 641.70 0.21 OX 0.20 MAL ROUTING KASS BALANCE DISMANCY- 0 $ PEAR INFLOW = 9.18 cfs. PEAK OUTFLOW = 4.91 cfs. ROUTING TIR STKP = 0.04 hours no OF OUTFLOW HDRWK POMS - 101 In D PULE DA.SIM ROOTING FOUR ---10 YR INFLOW HYDROGRAPH PILBAANE: A:IOPOND.HYD BASIN STORAGE/ELVAVION DATA FILU M ; 11,M3.ES OUTLET STRUC'PU1;E DISCHARGE/ELEVATION DATA PILEBAi(E: A:OTLT2.60 TIME HYDAOGRAPH BASIN STORAGE ELHVATION BASIN OUTFLOW 88T11'PI08 Qbrl. `MFLOW,ds INFLOW,cfs acre-ft ft.AMVB HSi OOPFLON cfs TOTAL, cfs TINE,ht°s 27.00 0.00 0.00- 0.0000 541, 40 0.00 0.00 0.00 27.13 1.04 1.04 0,0046 641.70 0.27 0.27 0.08 27.25 2.91 2.91. 0.0145 642.11 1.44 1.44 0.08 27.38 7.27 7.27 0.0373 642.60 3.16 3.16 0.09' 27.50 15.74, 15.74 0.1094 644.08 635 6.55 0.12 27.63: 8.37 8.37 0.154°4 JILO, 8,24 24 0.22 27.755 3.03 3.93 0.1107 4.35 7.48 7.48 0.28 27.08 1.96 1.86 0.0901 643.73 5.25 5.25 0.31 28.00 1.61 1.61 0.0601 643.09 4.12 4.12 0.25 U-13 1.32 1.32 0.0376 642.61 3.18 3.18 0.20 29.25 1.16 1.16 0.0230 642.29 2.11 2.11 0.17 28.38 1.07 1.07 0.0158 642.14 1.54 1.54 0.15 28.50 1.00 1.00 0.0122 642.06 1.25 1.25 0.13 28.63 0.94 0.94 0.0101 642.07 1.10 1.10 0.12 28.75 0.88 0.88 0.0088 641.97 0.95 0195 0.12 29.98 0.84 0.84 0.0084 641.94 0.86 0.86 0.12 29.00 0.79 0.79 0.0081 641,03 0.82 0.82 , 0.12 29.13 0.76 0.76 0.0079 641 A2 0.78 0.78 0.12 29.25 0.72 0.72 0.0077 641.90 0.74- 0.74 0.13 29.38 0.69 0.69 0.0076 641:89 0.71 0.71 0.13 29.50 0.67 0.67 0.0074 641.88 0.60 0.68 0.13 29.63 0.64 0,64 0.0072 641.87 0.66 0.66 0.13 29.75 0.62 0.62 0.0071 641.86 0.63 0.63 0.14 29.88 0.60 O AO 0.0070 641.85 0.61 0.61 0.14 30.00 0.58 0.58 0..0068 641.85 0.59 0.59 0.14 30.13 0.56 0.56 0.0067 641.84 0.57 0.57 0.14 30.15 0.55 0.55 0.00" 641.63 0.55 0.55 0.15 30.38 0.53 0.53 0.0065 641.82 0.54 0.54 0.15 30.50 0.51 0.51 0.0064 641.82 0.52 0.52 0.15 30.63 0.50 0.50 0.0063 641.81 0.51 0.51 0.15 30.75 0.49 0.49 0.0062 641.81 0.50 0.50 0.15 30.88 0.48 0.48 0.0062 641.80 0.48 0.48 0.16 31.00 0.46 01,46 0.0061 641..80 0.47 0.47 0.16 31.13 0.45 0.45 0.0060 641.79 0.46 0.46 0.16 TOTAL RM1KG KASS B UJICE DISCREPANUr. 0 $ PEAR INFLOW - 15.74 ofs. PEAK OUTFLOW = 8.24 cfs. LUTING TIK9 STEP' = 0.04 hours HUM OF OUTFLOW HYMMPH POINT'S = 101 ,a MODIFIED PULS BASIN ROUTING FOR ---25 YR INFLOW MROGRAPH FILENAME. A:25POND.HYD BASIN STORAGE/EL1'VATION DATA FILENAR, A:POND3.0S OU%ET STRUCTURE DISCHARGE/ELEVATION DATA FILHNANE: A.00T2.00 TIME HYDROGRAPH BASIN STORAGE ELEVATION BASIN OUTFLOW Mrs. INFFLOR,cfs INFLOW,cfs acre-ft ft.ABOQ8 1sl OUTFLOW,cfs TOTM,,cfs 27.00 0.00 0.00 0.0000 641.40 0.00 0.00 27.13 1.12 1.12 0.0049 641.72 0.32 0.32 27.25 3.15 3.15 0.0157 642.14 1.54 1.54 27.38 7.87 7.87 0.0407 642.67 3.32 3.32 27.50 17.06 17.06 O.1I98 644.21 7.08 7.08 27.63 9.07 9.07 0.1705 644.85 8.70 8.70 27.71 5.33 5.33 0.1583 64 .69 8.35 - 8.35 27.8.3 2.11 2.11 0.U69 644.18 6.94 6.94 27.96 1.83 1.83 0.0783 643.48 4.75 4.75 28.00 1.53 1.53 0.0516 642.91 3.79 3.79 28.21 1.29 1.29 0.0316 642.48 2.84 2.84 28.33 1.19 1.19 0.0205 642.24 1.93 1.93 28.46 1.11 1.11 0.0149 642.12 1.47 1.47 28.58 1.04 1.04 0.0121 642.06 1.25 1.25 28.71 0.98 0.98 0.0103 642.02 1.11 1.11 28.83 0.92 . 0.92 0.0091 641.99 1.01 1.01 24,96 0.88 0.88 0.0086 64L96 0.91 0.91 29.08 0.83 0.83 0.0083 641.99 0.86 0186 29.21 0.80 0.80 0.0081 R L M 0.81 0.81 29.33 0.76 0.76 O.M 641.92 0.70 0.79 29.46 0.73 0.73 0,0078 64I.91 0.75 0,75 29.58 0.71 0.71 0.0076 641.90 0.72 0.72 29,71 0.68 0.68 0.0015 641.89 0.65 0.69 29.03 0.66 0.66 0.0073 641.08 0.67 0.67 29.96 0.63 0.63 0.0072 641.87 0.65 0.65 30.08 0.61 0.61 0.0070 U1.86 0.63 0.63 30.21. 0.64 0.60 0.0069 641.85 0.61 0.61 30.33 0.58 0.58 0.0068 641.84 0.59 0.59 30.46 0.56 0.56 0.0067 641.84 0.57 0.57 30.58 0.55 0.55 0.00" 641.83 6.56 0.56 30.71 0.53 0.53 0.0065 641.83 0.54 0.54 30.83 0.52 0.52 0.0064 641.82 0.53 0.53 30.96 0.51 0.51 0.0064 641.81 0.51 0.51 31.08 0.50 0.50 0.0063 641.91 0.50 0.50 TOTAL ROUTING KASS BALANCE DISCREPANCY- 0 $ PEAT{ INFLOW = 17.06 ofs. PEAK OWPLOW _ 8,70 cfs. ROUTING TIME STEP = 0.04 he= i4UM OF OUTFLOW HYDROGRAH POINTS = 101 3R ZIF18D POLS BASIN 1MIING F08• - L00 M RETENTION TIKE,hrB 0.00 0.08 0.08 0.09 0.12 0.23 0.28 0.31 0.29 0.23 0.19 0.16 0.14 0.13 0.12 0.11 0.12 0.12 .0.12 0.12 0.13 0.13 0.13 0.13 0.14 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.15 0.15 I FLN HYDflOGRAPH FILh MR, A:100M.0 USIR SMAGSJt2.tVATIOI DATA FILENMR; AtPW3188 00TLBT STRUCTURE D1SC}iA BALOVAT1OB R9TA FIL99e: A:0R2.E0 TIN HYi1 YAAPB um MRtdflg 311VATEON MER OUTFLOW RETEMCD 0$zs. IN•1'iow ofs I®FIOA,cfs dae-ft ft.=E as1 0U7M,cfs TOTAL,ofs TIKE,brs 27.00 0.00 0.00 0.0wo 641.40 0.0D 0.00 O.DD 27.00 0.92 0.92 0.0029 641,59 0.12 0.12 0.07 27.17 1,.84 1.84 0.0090 641.99 0.99 0." 0.08 27.25 3.88 3.80 0.0193 642.22 1.84 1.84 0.08 27.33 5,92 5.92 0.0362 642.58 3.11 3.11 0.10 27.42 13.46 13.46 0.0765 643.44 4'.69 4.69 0.10 27.50 20.99 20.99 0.1504 644.59 8.12 9.12 0.13 27.58 14.41 14.44 0.1430 14.10 14,10 0.17 27.67 7.88 7.89 0.18M 10.85 0.24 27.75 5.24 5.24 0.1667 644.80 8.60 9.60 0.20 27.83 2.59. 2.59 0.1373 644,43 7.70 7.70 0.32 27.92 2.37 2.37 0.1057 644.04 6.36 6.36 0.29 28.00 2.15 2.15 0.0831 U3.38 4.90 4.90 0.29 28.00 1.89 1.89 0.0653 643,20 4.31 4.31 0.25 28.17 1.63 1.63 0.0497 642.87 302 3.72 0.23 28.25 1.54 1.54 0.0370 642.59 3.15 3.15 0.19 28.33 1.46 1.46 0.0278 642.40 2.49 2.49 0.17 28.42 1.39 1.39 0,0221 642.28 2.05 2.05 0,16 28.50 1.33 1.33 0.0194 642.20 1.77 1.77 D.14' 98..58 1.28 1.28 0.0159 642.14 11% 1.56 0.14. 28.67 1.22 1.22 0.0143 642.11 1.42 1.42 0.13 28.75 1.18 1.10 0.0131 642.09 1.33 1.33 0.0 28.83 1.13 L.13 0.0122 (A2.06 1.26 1.26 0.12 20.92 1.10 1.10 0.0114 642.05 1.20 1.20 0.12 29.00 1.06 1.06 0.0108 02.03 1.15 ills 0.12 29100 1.03 1.03 0.0102 642.02 1.11 1.11 0.12 29.17 0.99 0.99 0.0097 642.01 1.07 1.07 0.11 29,25 0.97 0.97 0.0098 642.00 1.03 1.03 0.11 29.33 0.94 0.94 0.0089 641.98 0.97 0.97 0.11 29.42 0.91 0.91 0.0087 641.97 0.94 0.94 0.11 29.50 0.83 0.0 0.M 641.96 0.91 0.91 0.L2 29.58 0.97 0.87 0.0085 641.95 0.0 0.88 0.12 29.67 0.85 0.85 0.0083 641.94 0.06 0.86 0.12 29.75 0.83 0.83 0.W82 641.94 0.84 0.64 0.12 29.83 0.81 0..81 0.0ml 641.53 0.82 0.82 0.12 29.12 0.79 0.79 0.0%0 641.92 0.80 0.80 0.12 30.00 0.77 0.77 0.0080 643.92 0.79 0.79 0.12 30.08 0.76 0.76 0.0079 641.91 0.77 0.77 0.12 30.17 0.74 0.74 0.0078 641.91 0.75 0.75 0.11 30,25 0.73 0.73 0.0077 641.90 0.74 0.74 0.13 30.33 0.71 0.71 0.0076 641.90 0.72 0.72 0.11 30.42 C.70 0.70 0.DD76 641.89 0.71 0.71 0.13 30.50 0.69 0.69 0.0075 641.89 0.70 0.70 0.13 30.58 0.67 0.67 0.0074 641.89 0.69 0.69 0.11 30.67 0.66 0." 0.0073 441.0 0.67 0.67 0..13 30.75 0.65 0.65 0.0073 641.87 0.66 0:66 0.13 30.83 0.64 0.64 0.0072 641.87 0.65 0.65 0.13 30.92 0.63 0.63 0.0071 ULU 0.64 0.64 0.14 31.00 0.62 0.62 0.0071 641.86 0.63 0.63 0.14 31.08 0.61 D.6 0.0070 641.86 0.62 0.62 0.14 11.17 0.69 0.60 0.0069 641.65 0.61 0.61 0.34 TOTAL ROTING I4ASS BALANCE OISCREPAtiCV- 0 1 PEAK I1U`L064 = 20.0 ds, PEAL( OIIFFLO = 14.10 sfs. M. ING TIN ST& - 0.04 hulas NOItM OF %T17A HYDROGM POINTS = 101 IF j V WO RON Z L O La.1 I � (n V) Lai to � � 0 - O O in_�t rZ. V 1 W V) HMO Q W La 4_ On DATE MAY , 1998 SCALE I" = JO' DRAWN 4A lino ASH_K0,\5HT-2 SHEET 6 OF 8 r, a v 0 (A LNL&MT?-0LL-eC) A P-EA P9E DEVELOPE7, D '5 ITE L) Q 0 r---r PS 140DUTX <3-C> RATHYD AUGUST 1993 VERSION Date:02-14-1998 PSUHM: MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date: 05-25-1998 APH Time:19:29:11 PSUHM MODULE <3-C> - AUGUST RATHYD AUGU1993 VERSION Date:05-25-1998 RATIONAL FORMULA HYDROGRRATIONAL FORMULA HYOROGRAPH Titae:13:07:51 RATIONAL FORMULA HYDROGRAPH Timet13:00:42 SCS 24 - HOUR STORK DISTItIBUTION SCS 24 - HOUR STORK DISTRIBUTION WS 24 - HOUR STORJ( DISTRIBUTION 2 YEAR, TYPE 2 RAINFALL: 3.50 IN. AT VA 2 YEAR, TYPE 2 RAINFALL- 3.50 IN. AT ALL POINTS WAREHOUSE 2 YEAR, TYPE 2 RAINFALL: 3.50 19. AT ALL POINTS WAREHOUSE TIME OF CONCENTRATION: 10 MIN. TIME OF CONCENTRATION: 10 MIN. DRAINAGE AREA; 0.810 ACRES. TIME OF CONCENTRATION. 10 MIN. DRAINAGE AREA: 1.726 ACRES. DRAINAGE AREA. 3.035 ACRES. WEIGHWD •'C' PACTOR! 0.900 WEIGHTED 'C' FACTOR: 0.340 WEIGHTED - ICI PAC -TOR. 0.300 RAINFALL RAINFALL RAINFALL RAINFALL RAINFALL RAINFALL TIME INCR. TOTAL INTENSITY FLOW TIME INCR. TOTAL INTENSITY FLOW Qz) TIME INCR. TOTAL INTENSITY FLOW (MIN) (IN) (IN) (IN/HR) (CFS) (MIN) (IN) (IN) (IN/HR) (CPS) (MIN) (IN) . (IN) (IN/HR) (CPS) 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 1.0 0.07 0.07 0.42 0.31 10 0.07 0.07 0.42 0.25 10 0.07 0.07 0.42 0.38 20 0.23 0,10 1.36 0.910 20 0.23 0.30 1.36 0.80 0.80 1.10 4.81 3.51 jo 0.80 1.10 4.81 2.82 20 0.23 0.30 1.36 1.24 30 0.80 2.110 4.81 4-38 40 0.30 1.40 1.81 1.32 40 0.30 1.40 1.81 1.06 so 0.10 1.50 0.59 0.43 50 0.10 1.50 0.59 0.35 40 0.30 1.40 1.81 1.65 50 0.10 1.50 0.59 0.54 60 0.0.8 1.58 0.49 0.36 60 0.08 1.58 0.49 0.29 sc 60 0.08 1.58 0.49 0.45 70 0.06 1.64 0.37 0.27 70 0.06 1.64 0.37 0.22 r. 80 0.06 1.70 0. 33 0.24 so 0 .06 1. 70 0.33 0.20 70 O.OG 1.64 0.37 0.34 so 0.06 1.70 0.33 0.30 90 0.05 1.75 0.30 0.22 90 0.05 1.75 0.30 0.18 90 0.05 1.75 0.30 0.28 100 0.015 1.80 0.28 0.20 100 0.05 1.80 0.28 0.16 100 0.05 1.80 0.28 0.26 At time - 250 minutes, the flow is 0.10 CPS. At time = 250 minutes, the flow is 0.08 CPS. At time - 250 minutes, the f low is 0.13 CFS. LIS POUHM: MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date: O2-14-1,99,8 PSUHM: MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 Q) PSUHM: KODULE <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 RATIONAL FORMULA HYOROGRAPH TiZe*.l9*.29:!59 RATIONAL FORMULA HYDROGRAPH Time:13:08:19 SM 24 - MUR ST09M DISTRIBUTION SCS 24 - HOUR STORM DISTRIBUTION RATIONAL FORMULA HYDROGRAPH Time:13:01:16 SCS 24 - HOUR STORM DISTRIBUTION 10 YEAR, TYPE 2 RAINFALL.- 6.00 IN. AT VA 10 YEAR, TYPE 2 RAINFALL: 6.00 IN. AT ALL POINTS WAREHOUSE 10 YEAR, TYPE 2 RAINFALL: 6.00 IN. AT ALL P0114TS WAREHOUSE TIME OF CONCENTRATION: 10 MIN. TIME OF CONCENTRATION: 10 MIN. DRAINAGE AREA: 0.91o,ACRES, -NAGS AREA: 1.725 ACRES. TINE OF CONCENTRATION: 10 MIN. DRAT WEIGHTED "Cf PAC -TOR: 0.900 WEIGHTED 'C" FACTOR., 0.340 DRAINAGE AREA: 3.035 ACRES. WEIGHTED ICP FACTOR: 0.300 RAINPAL4 RAINFALL RAINFALL RAINFALL RAINFALL RAINFALL TIME INCR. TOTAL norWITY F MW TIME T.NCR. TOTAL INTENSITY FIAW TIME XNCR. TOTAL INTENSITY FLOW (MIN) (IN) (INIMR) mrs) (MIN) (IN) (IN) (IN/HR) (CFS) (IN) (IN) (INIRR) (CPIS) 0 0.100 0.00 0.00 0.00 0 0.00 0.0.0 0.00 0.00 10 0,X,2 0.12 0.72 0.53 10 0.12 0.12 0.72 0.43 171. 0 0.00 0.00 0.00 0.00 44111 10 0.12 0.12 0.72 0.66 20 Q.39 0.51 2.33 1,i7V 20 0.39 0.51 2.33 1.36 30 1.18 1.88 8.2S 6.02 30 100 1.88 8.35 4.84 20 0.39 0.51 2.33 2.12 40 0. 52 2.40 3.10 2.26, 40 0.52 2.40 3.10 1.82 00 30 2.30 L.88 8.25 7.51 40 0.52 2.40 3.10 2.82 so 0.17 2.51 1.02 0.74 50 0.17 2.57 1.02 0.60 3� 60 0.14 2.71 0.84 0.611 60 0.14 2.71 0.84 -0.49 so 0.27 2.57 1.02 0.93 70 0.11 2.02 0.64 0.47 0 2) 60 0.24 2.71 0.84 0.77 70 G.11 2.82 0.64 0.37 so 0.10 2.91 0.57 0.42 70 0.11 2.82 0.64 0.58 so 0.10 2.91 0.57 0.34 dt 0- so 0.10 2.91 0.57 0.52 90 0.09 .3.00 0.52 0.38 90 0.09 3.00 0.52 0.31 0 90 0.09 3.00 0.52 0.48 LOG 0.08 3.08 0.48 0.35 100 0.08 3.08 0.48 0.28 Lf zoo 0.08 3.09 0.48 0.44 At time - 250 minutes, the Plow is' 0.17 CPS. At iime - 250 minutes, the flow is 0.14 CPS. At time - 250 minutes, the flow is 0.21 CFS. PSUOM: MODULE RATHYD AUGUST 1,993 VERSION Dato,.02-14--1998 PSUHM: MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 RATIONAL POjiOULA f[YDROGMPH Timet19:30:32 RATIONAL FORMULA HYD90GRAPH Time:13:08:55 SCS 24 mROM S100 DITSTRIBtMON OCS 24 HOUR - STORK DISTRIBUTION > Uj 0 UQCcq-)T?-cu-.t-- A Pc -A LAJ i U 25 YEAR, TYPE 2 RAINFAL < L; 6.50 EN. AT VA T1J,M OF CONCENTRATION.- 10 MIN. 25 YEAR, TYPE 2 RAINFALL: 6.50 IN. AT ALL POINTS WAREHOUSE PSUHN: MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 DRAINAGE AREA: 0.810 ACRES. TIME OF CONCENTRATION: 10 MIN. L&j RATIONAL FORMULA HYDPOGRAPH Time:13:02:46 WEIGHTED IICI FACTOR: o.900 DRAINAGE AREA: 1.725 ACRES. x SCS 24 - HOUR STORK DISTRIBUTION WEIGHtED"'C' FACTOR: 0.340 co RAINFALL RAINFALL 25 YEAR, TYPE 2 RAINFALL: 6.50 IN. AT ALL POINTS WAREHOUSE TIME INCR. TOTAL INTENSITY ndOW RAINFALL RAINFALL TIME OF CONCENTRATION; 10 MIN. (MIN) (IN) (IN) (rIN/HR) (CPS) TIME INCR. TOTAL INTENSITY FLOW DRAINAGE AREA: 3.035 ACRES. 0 0.00 0.00 0.00 0.00 (MIN) (IN) (110 (IN/MR) (CFS) WEIGHTED 1CP FACTOR: 0.300 10 0.13 0.13 0.79 0.57 0 0.00 0.00 0.00 0.00 20 0.42 0.55 2.52 1.84 10 0.13 0.13 0.79 0.46 (J� RAINFALL RAINFALL 30 1.40 2.04 8.94 6.52 20 0.42 0.55 2.52 1.48 TIME INCR. TOTAL INTENSITY FLOW 40 0.56 2.60 3.36' 2.45 30 1.49 2.04 8.94 5�24 Li 40 0.56 2.60 3.36 1.97 (KIN) (IN) (IN) (IN/HR) (CFS,) 500.18 2.78 1.10 0.81 0 0.00 0.00 0.00 0.00 60 0.15 2.94 0.91 0.67 so 0.18 2.78 1.10 0.65 < 10 0.13 0.13 0.79 0.71 70 0.12 3.05 0.69 0.50 60 Oo�s 2.94 0.91 0.54 20 0.42 '0.55 2.52 2.30 so 0.10 3.16 0.62 0.45 70 0.22 3.05 0.69 0.41 30 31.449 2.04 8.94 8.14 so 0.10 3.16 0.6� 0.36 gn 40 0.56 2.60 3.36 3.06 90 0.09 3.25 �0. 57 0.41 90 0.09 3.25 0.57 0.33 (A so 0.18. 2.78 1.10 1.01 200 0.09 3.34 0.52 0.31 100 0.09 3-34 0.52 0.39 (A Uj 60 At time 250 minutes, the flow is '0.19 CPS. At time - 250 minutes, the flow is 0.15 CFS. Lj Ld >- � 0.15 2.94 0.91 0.83 z Uj 70 0.12 3.05 0.69 0.63 78- 80 0.10 3.16 0.62 0.57 > C 90 0.09 3.25 0.57 0.52 D 100 0.09 3.34 0.52 0.47 PSUHM: MODULE <3-C> - RATHYD AUGUST 1993 VERSION D6te;02-14-199,8 PSUHM: MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 W CLt) At time - 250 minutes, the flow is 0.23 CPS. RATIONAL FORMULA HYDROG W R Time-19:31zoe RATTONALFORMULARYDROGRAPH Time:13:09:42 SCS 24 - HOUR STOP! DISTRIBUTION SCS 24 - HOUR STORK DXSTRIBUTION 100 YEAR, TYPE 2 RAINFALL: 8.00 IN. AT VA 8600 IN. AT ALL POINTS WAREHOUSE T 100 YEAR, TYPE 2 RAINFALL: IME OF CONCENTRATION.- 10 MIN. PSUHI-It MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 • DRAINAGE AREA: 0.8'10 ACRES. TIME OF CbNCrXTRATION: 10 MIN. RATIONAL FORMULA HYDROGRAPH Time:13:03:47 WEIGHTED 0C, DRAINAGE AREA: 1.725 ACRES. SCS 2's - Ham STOFM DISMamloy FACTOR: 0.900 WEIGHTED 'C' FACTOR: 0.340 > 100 YEAR, TYPE 2 RAINFALL: 8.00 IN. AT ALL POINTS WAREHOUSE TnM RAINFALL RAINFALL RAINFALL RAINFALL TIME OF CONCENTRATION.* 10 KIN. INCR. TOTAL INTENSITY FLOW TIME INCR. TOTAL INTENSITY FLOW 3.035 ACRES. (IN/HR) (CPS) (MtN) (IN) (IN) (IN/HR) (CFS) DRAINAGE AREA. (MIN) (IN) (IN) WEIGHTED PC' FACTOR; 0.300 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 .20 0.16 0.16 0.97 0.70 10 0.16 0.16 0.97 0.57 RAINFALL RAINFALL 20 0.52 0.68 3.10 2.26 20 0.52 0.68 3.10 1.82 TINE INCR. TOTAL INTENSITY FLOW .30 1.83 2.51 11.00 8.02 30 1.83 2151 11.00 6.45 40 0.69 3.20 4.13 (MIN) (IN) (IN) (1"/HR) (CPS) 3.01 40 0.69 3. 20 4.13 2.42 0 0.00 0.00 0.00 0.00 so 0,23' 3.4.3 1.36 6-99" so 0.23 3.43 1.36 0.80 60 0.10 1.61 1.12 V.82 100.16 0.16 0.97 0.88 60 0. 19 3.61 1.12 0.66 70 0.14 3.76 0.85 0.62 70 0.14 3.76 0.85 0.50 20 0.52 0.68 3.10 2.83 so 0.13 3.88 0.77 0.56 30 n.83 2.52 11.00 10.02 90 0.12 so 0.13 3.88 0.77 0.45 40 0.69 3.,20 4.13 3.76 4.00 0.70 0.51 90 0.12 4.00 0.70 0.42 50 0.23 3.43 1.36 1.24 100 0.11 4.11 0.164 0.47 100 0.11 4.11 0.64 0.38 At time - 250 minutes, the flow is 60 0.19 3.61 1.12 1.0� 0.23 CPS. At time 250 minutes, the flow is 0.18 CPS. 70 0.14 3.76 0.85 0.78 so 0.13 3.88 0.77 0.70 90 0.12 4.00 0.70 0.63 100 0.11 4.11 0.64 0.58 At time - 250 minutes, the flow is 0.29 CPS. DATE MAY 1998 SCALE JO' DRAWN JLA ,sae ASH-1,1Z0\SHr-2 sH::u 7 OF 8 . Y011 EGION � NC. AM'ERICAN L - 10- Lor 3 es _ - i _ sow 1 POW Iw In Pow t M sP rV 67 00 t V1 + G^ CRUSMED STONE ti F r GG� Cor[PACrrn To fS� OF/ASE 1 O /w- MErAL l ,1 fJf/ST/NB 906 \ �,4 1 \' i1► V► FJ AJ (L b ' �4 - C.,aA1 1 N % - JRi JsL� [ • z�40 Z- $Aic ofool � tJ w= c 7X01VN 40 GXoo SA ,,\ - ,-- . y3 \tom � '` , •'�I kp P&M. 6 IV. `r'•`i r, L� EX15 rl Al M- �R LOT 9 I I , \ s ` COO _4e9 ./fX''r I � 41W11 JyJat 1 I nl+I \ �_r-�� A ` .- [{Is TItl4 f0' ■{W[{ i01SMJW /1 I � \ OTC' •� 0 \� ` � � � \` - uOrE [[{�IN4 ORAIN.v[ b�cw ro {e I I � i \ \ l) I n AC' A , \ �� • • SANITARY SEWER PLAN ' ' ,w\�� 4po,, ` 6 64 TF J'ov e O Ir � I - Irz t! s `+ fYN !CW[lt s• n`:sa-'�Ei - �1 J AMU �Affuwwwlar I �V + L�• �- � I NES Lor 5 Ekosle" Aue $l~ Yrliiid f irk am* win � rsraum Er wRwrrr rr tow MRlarM ACT*vy Rs/..r" w M MMMO AM M 16 ftemams a* Ormuz" A ML wsw Mai lik ►dORit go VOOSSM MOM Awlewaiir Cowwa 1A. , Tarl�ol[A1aY rribM Mat -----6Tp—.--��. [XIa1T11w[ GOW'T>•IIR 4• caus" a wrowe tow" o To 'PA04se 2r) jr vy-- CCR t� �► � LAMV -ors SNE" is FOR IN OR ATIoN LIT 4 ASM MOLL" WM?ltl" PUN C1w/CIER } Two&"$ C. MARtQ 0+27 INSTALL CONC. ANCHOR EXTEND L' aELOkJ 6h fL , ---- AND To EACH SICM INTO ORJOINAL SOIL ',¢Y S> \ `\ '/fLG vi -V u-, M's Ali' pp p p ♦ • SHEET $ OF 8 C. to' MILT SANITARY SEWER PROFILE TM - - -J �vOr SrANDARD NOTES 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST ED177ONS OF THE ORGINIA DEPARTMENT OF 7RANSPORTAT70N (MOT) ROAD AND BRIDGE SPECI17CA77ONS; AND STANDARDS, THE WRGINIA EROSION AND SEDIMENT CONTROL REGULA77ONS AND ANY OTHER STA T€, FEDERAL OR L 0CAL REGIILA 77ONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF 7HESE" STANDARDS, SP£CIFICA77ONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. 2. ALL CON57RUCTION SHALL COMPL Y KITH THE LA TEST U. S. DEPART- MENT OF LABOR OCCUPA 7701VAL SAFETY & HEALTH ADMINIS7RA 77ON AND VOSH RULES & REGULA 770NS. 3. WHEN WORKING ON MOT RIGHT OF WAY, ALL TRAFFIC CON7ROL, WHETHER PERMANENT OR TEUPORARY,• SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PR07FC77ON MANUAL. FURTHERMORE, ALL 7RAFFIC CONTROL FLAGGERS MUST BE CER77FIED IN ACCORDANCE WITH MOT'S JANUARY,, 1994 (OR LATEST EDI770AI OF) ROAD & BRIDGE SPECIFICATIONS, SEC77ON 104.04-C. 4. DESIGN FEA WES RELA 77NG TO CONSTRUCTION OR TO REGULA 770N, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY MOT. 5. PRIOR TO IN177A TTON OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY MOT LAND USE PERMI7S FOR ANY WORK ON VDOT RIGHT OF WA Y. ;6. IF REQUIRED BY THE LOCAL MOT RESIDENCY OFFICE, A PRE- CONS7RUCT70N CONFERENCE MUST BEARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER W TH THE A17ENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, U77LITY COMPANIES AND MOT PRIOR TO INI77A77ON OF WORK 7 CONTRACTOR SHALL N077FY THE LOCAL MOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDER7ERMINED LENGTH OF 77ME., MOT WILL ALSO REQUIRE 48 KOURS N077CE FOR ANY INSPECTION. 8 THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT fROM THE ADJACENT PUBLIC ROADWA Y 7 /ROUGH C0NS7RUC770N AND MAINTE7VANCE OF A CONSTRUCTTON ENTRANCE IN ACCORDANCE WITH THE OR67NIA EROSION & SEDIMENT CON7ROL HANDBOOK, SEC. 3.02: FUR'7HERMORE, ACCESS TO OTHER PRGPER77ES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONS77?UC770N. F 9. CON7RAC7OR SHALL ENSURE ADEQUATE' DRAINAGE IS ACHIEVED AND MAINTAINED ON 7HE S17E• DURING AND AT THE END OF CONS7RUCT70N. 10. ALL WATER AND SEWER LINES WI THIN EXIS77NG OR PROPOSED MOT RIGHT OF WA Y ARE TO HAVE MINIMUM' 36 " COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACYL177ES 11. ANY UNUSUAL SUBSURFACE COND177ONS ENCOUNTERED DURING 7HE COURSE OF C0NS7RUC770N SHALL BE IMMEDIA TEL Y BROUGHT TO THE ATTEN770N OF 7HE ENGINEER AND MOT. WORK SHALL CEASE IN 7HA T VICINI TY UN 77L AN ADEQUA 7F DESIGN CAN BE DE7ERMINED 8 Y THE ENGINEER AND APPROVED BY MOT. 12. ALL UNDERCUT AREAS AND BORROW MA7ERIAL SHALL BE INSPECTED AND APPROVED BY MOT INSPECTOR PRIOR TO PLACEMENT OF FILL. 13 ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF U7ILITYISTORM SEWER 7RENCHES SHALL BE COMPACTED IN 6" LIFTS TO 959' OF THEORE77CAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 29 OF OP77MUM MOIS7URE FOR 7HE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIREC77ON OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE MOT ROAD AND BRIDGE SPECIFICA77ONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO MOT PRIOR TO FINAL MOT APPROVAL. 14. MOT STANDARD CD AND UD UNDERORAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DE7E•RMINED NECESSARY BY MOT INSPECTOR. 15. THE INSTALLA77ON OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET MOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPERS RESPONSIBILITY. 16. IF REQUIRED BY THE LOCAL MOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MA 7E•RIALS W/ THIN ANY DEDICA TE'D S7R?EET RIGHT -OF -WA Y MUST BE PROVIDED TO THE MOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. 17. PRIOR TO ACCEPTANCE BY MOT OF ANY S7REETS, ANY REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT MOTS DISCRERON, BY MOT ON AN ACCOUNT RECEIVABLE BASIS. v' 0 "AI J.:'l :i, fG.. ;^ \ f ! .,: M1 <,. • J " ,:•'.i "�' . �I r i.../ � l:/. ,yr�l, ,I '/.�, �, 4 ��.: r ,y,a .., n.. ,.HF ,.-'.. 1��: L:; ..;.r �. ! ^; :r:• �.. ., f � .�rra ;.t :. ,. y,;l {Y- � :. /'1. Ir N ,� r'"h :a � .,,., nJ (_.� ,.,,i !'t .;� r :ai� 1:.: ,.. 1 ,fy: .. ��. 7 ✓. rl` .,','l °b� l�� p r c,,. :�, ::�', , �y, ,,d ,:.9 ,r,r � . ,. : � ,.. , ail Ir•, .1. , y. .:. ,; \ 1 a.�: w :..d /,.�s� �t'Y �1 /./ ir - _-_ TRAFFIC GENERA 17ON DATA A VERAOF DAIL Y WEEKDAY VEHICLE 7RIP ENDS 2.606 x 28.4 - 74.010 = 74 AVERAGE A.M.PEAK HOUR WEEKDAY VEHICLE TRIP ENDS 0.265 x 28.4 =;. 7.526 = 8 A VERAGE P. 114. PEAK HOUR WEEKDA Y VEHICLE 7RIP ENDS 0.283 x 28.4 = 8.037 = 8 A VERAGE DAIL Y SA TURDA Y VEHICLE TRIP ENDS = 2. 328 x 28.4 = 66.115 = 66 A VERAGE PEAK HOUR SA TURDAY VEHICLE TRIP ENDS 0. 397 x 28.4 = 11, 275 = 11 81 I -IN BERR«� o 656 S1 TE r` 659 �%9f(E-Y R040 0 l.\ S��NY R0A0 j 657 Wm,,i 1 11 //ii N1 Y MA! - (SCALE.• 1 " = 2, 000) P 19 0 GENERAL NOTES: 1. NO TITLE REPORT FURNISHED. 2. BOUNDARY INFORMA 77ON TAKEN FROM EXISTING RECORDS. TOPOGRAPHIC INFORMATION TAKEN FROM FIELD TOPOGRAPHY BY DOVE & ASSOCIATES. J CURRENT OWNER.- MR. ✓OSEPH E. KALBACH ALL POINTS WAREHOUSING L.L. C. P.O. BOX 3296 WNCHESTER, W?RGINIA 22604 (540) 662-2270 4. DEVELOPER. MR. ✓OSEPH E. KALBACH ALL POINTS WAREHOUSING L.L.C. P.O. BOX 3296 WINCHESTER, 14RGINIA 22604 (:5 40) 662-2270 5. THE PROPERTY DELINEA TED ON THIS PLAN IS=,DxA TED ON TAX ASSESSMENT MAP NO. 55 ((5)) PARCEL 5. 6. CURRENT ZONING: Ml 7. TOTAL SITE AREA - 3.035 ACRES 8. NO SOILS INVES77GA77ON HAS BEEN PERFORME9 51Y DOVE AND ASSOCIATES. ANY SOILS INFORMA 7701V SHOWN IS BASED ON AVAILABLE .RECORDS 9. THE FOLLOWNG M1 ZONING RESTTICTTONS ARE APPLICABLE TO THIS SITE: FRONT SETBACK- 7.5' SIDE SETBACK: P5, REAR SETBACK - MINIMUM BUILDING SPACING. 3L MAXIMUM BUILDING FAR. 1.0 MAXIMUM BUILDING HEIGHT 60 MINIMUM LANDSCAPED AREA: 25, 10. NO SUBSURFACE INVES77GA 77ON HAS BEEN PERFORMED BY DO VE AND ASSOCIA TES INFORMA 77ON ON EXIS77NG UNDERGROUND U77LI77ES IS BASED, ON AVAILABLE RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR LOCA77NO ALL UNDERGROUND U77LI77ES PRIOR TO CONSTRUC7ON AND PRESERVING THEIR IN7EGRITY AND ENSURING A CON77NUANCE OF SERVICE. 11. PARKING TABULA 770N.• PARKING SPACES REQUIRED = 22,8201"5,000 = 4:56 - 5 SPACES (EX. BLDG) PARKING SPACES REQUIRED = ZJ, 00015, 000 = 4.60 = 5 SPACES (PROP. BLDG.) PARKING SPACES REQUIRED = 10 SPACES PARKING SPACES PROVIDED = 12 SPACES HANDICAPPED PARKING SPACES REQUIRED = 1 SPACE HANDICAPPED SPACES PROVIDED = 1 ;SPACE *REQUIRED PARKING IS PROVIDED ADJACENT 70 EXISTING AND PROPOSED BUILDINGS, NO PARKING LOT IS PROPOSED. 12. GROSS AREA OF BUILDINGS = g5 8W S.F. 7HEREFORE FAR = 45,820/132,205 = 0,34 13. MAXIMUM STEEP SLOPES DISTURBED AREA = 17, 923/71, 938 = 24.99' 14_ MAXIMUM WOODLAND DISTURBED AREA = 10, 602152 489 = 20.2% 15. NO ADD177ONAL SIGNS ARE TO BE CONSMUC TED. 16. NO OUTDOOR STORAGE IS PROPOSED FOR THIS LOT. 17. NO NEW WATER OR SEWER WILL BE MADE ON THIS S17E: 18. NO FLOOD PLAINS, WE7LANDS, SINK HOLES OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE .SHEET NO. DESCR/P RON SHT 1 COVER SHEET SHT-2 S17E PLANg SHT-3 DRAINAGE DIVIDE & SIL TA 770N & EROSION CON7ROL SHT-4 EROSION CONTROL &. MISC. DETAILS SHT-5 STORM SEWER PROFILES & STORM WATER MANAGEMENT SHT-6 STORM WATER MANAGEMENT SHT-7 STORM WATER MANAGEMENT SHT-8 EXIS77NG APPROVED SITE PLAN 4::r I f - 7 <s THE ZONING ADINISIRA TOR z r ww w w g 0 0 yU }U F- ~ V) Z z 0 0 O U U y w w 0 a a d6 66 w m o m PI) N 11 N 0 10 vi w >--- w w z w DATE JANUAR Y 30, 1998 SITE PLAN SHALL BE VALID FOR FIVE (5) YEARS FROM DA TE OF APPROVAL. SCALE AS SHOWN DRAWN JLA JOB ASH_HL O � SHT-1 SHEET I OF 8 BUFFERS & SCREENING NOTE: 1. FULL SCREENING IS PROVIDED BY A NATURAL STREAM VALLEY OF 100 FEET OR MORE AND A DOUBLE ROW OF EVERGREENS. z 2. A TYPE "C" BUFFER WITH FULL SCREENING IS PROVIDED ADJACENT TO 55 ((A)) 38 AND A WAIVER IS REQUESTED, ADJACENT TO 55 ((A)) 39 IS SO MUCH AS THE PARCEL IS ALREADY DEVELOPED WITH A SINGLE FAMILY RESIDENCE AND WOODLANDS AND STEEP SLOPES EXIST IN EXCESS OF A 100 FOOT DISTANCE. { W .. .g�•..1• �.. i LANDSCAPE '� "t_. • �'•» i TREES r:� ATURAL NATURAL + ,.K tir :~ rh : :'.• s t W •• • : : '•• ..:.:. - OODLANDS WIOODLANDS �•�:: »; o ,, wa \\ DETAIL OF STREAM VALLEY NO T TO SCALE \ / BLDG. # 7 \ \ \\ \ / f62?. a BLDG. # 6 4. 0' / / FF= 662.38 .0 BOLLARD DETAIL NOT TO SCALE ii AV (308 enm') ...._ 1�., _T (356 mm) w. LIGHT DETAIL NOT TO SCALE EX. HYDRANT BLDG. # 5 FF= 659.63 57 BLDG 4 FF=658.31 BLDG. ,0V 3 FF=655.87 V / / SAID T . /A \ �->NV. OU COLE LANE N R TE: 672 60' R- 0- W PROP. C, L. F. - 660 E ,o'. LlM/TS OF STEEP SLOPE- _ --, \\ �\ STORM STRUCTURES \ \ \ \ \ \ O 0+50=PROP. OUTLET STRUCTURE INV.=638.42 \ \ $ 1+50=CL ES-1 \ \ E \ \ 0 INV•=637.78 � 2 I 5+80=CL DI-1 \ \ \\ \\\ \ I \ \ \ TOP=659.50 \ \ \ \ \ o INV.=655.60 C3 \ \ s 4+00=CL DI-1 \w \ \ \ \ \ n TOP=657.00 INV. 12 iN=650.60 INV, 12" OUT=650.40 3+40=CL DI-1 \ \ n \ \ \ \ \ \ \\ \ \ TOP=655.50 INV. 12 IN-648.65 INV. 15" OUT=648.40 2+80=CL DI-1 TOP=653.50 ! \ \ I \ \\ \ \ INV. 15" IN=646.90 INV. 18" OUT=646.65 2+10=CL DI-1 TOP=651.50 INV. 18 IN=645.25 INV, 18" OUT=645.05 \ \ \ \ \ v ! I \\ \ \\\ \\\ \ \\\ \\ \ Q 1+50=CL DI-1 \ TOP=649.50 INV. 18 IN=643.85 INV. 18 OUT-643.65 INV !iv �s` 1+05=CL EW-1 INV UT=622 \ �\ \ \ INV. 18 OUT=642.40 0,61 S \ \640 \ aa 30- \ \ \ \ \ \ ti:.::�:»... . s • ` o\ \.�\ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ ; LEGEND 6 33 \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ WH/TE PINES (6' HIGH) TE PINES (4' HIGH) \ • >k �\ \ \ \ \ \ v Z6 \ \ \ \ \ \ w\ \ \ �\ PROPOSED LIGHT \� Z - ; \ \ \ \ \ \ \ \ ` • PROPOSED BOLLARD \ c*`2.00 \ \ \ \ ` \ ` \ \ \ \ \ \\\ --- PHASE LINES \•Z 53 \ \ \ \ \ \ \ SAN, A•I/H \ \ TOP=627.81 \ \ INK /N-b \INV. OUT- 41.42 NOTE: PROVIDE WATERTIGHT COVER FOR SANITARY SEWER MANHOLE. LID TO BE BOLTED DOWN. SAN. M/H S TOP= 66,3.63 INV. OUT=657.38 , r,, eY I Jy I,. � • I I `�-SA•M I l TOP�631!76 ( C INV, +IAl=m9.31 �NV.1IN=6�9.16 INV. IN=6 9.01 _ +» . ». .• EXIS77NG BUILDING INFORMA RON.• BUILDING # J.• 20' x 25' + 120' x 32' = 4, 340 SO. FT. BUILDING # 4: 160' x 28' = 4,480 SO. FT. BUILDING # 5: 160' x ` 28' = 4,480 SQ. FT. BUILDING # 6: 160' x 28' = 4,480 SO. FT. BUILDING # 7.• 180' x 28' = _5,040 SO. FT TOTAL BUILDING AREA = 2Z,8ZO SQ.FT N N r r z z W W s� 2 OO 0 }U U r r (n z z o no v U ww am 00 a< ciii6 cbm <to 3 g rt es Q � J J � Q v Q 4J cwi Q CV W > ZIx Ina cr Who Z w r h V1 W coo r*-- M3ul L .j Q V) WWo W Z W Q Z > 1 Ix .�z W O_ V1 PROPOSED BUILDING INFORMA 170N• BUILDINGS ARE TO BE USED AS STORAGE UNITS TYPICAL BUILDING HEIGHT IS 10' BUILDING # 8.• 140' x 30' = 4,200 SO. FT DATE JANUARY 1998 BUILDING # 9: 140' x 30' = 4,200 SO. FT. SCALE 1 " = 30' BUILDING # 10.• 20' x 20' + 140' x 40' = 6, 000 SO. FT. BUILDING # 11: 20' x 20' + 90' x 40' = 4,000 SO. FT. DRAWN JLA BUILDING # 12.• 20' x 230' = 4,600 SO. FT. joe ASH-HLO\SHT--2 TOTAL BUILDING AREA = 23, 000 SQ. FT. SHEET 2 OF 8 \\ \\ STORM STRUCTURES \ \ 0+50=PROP. OUTLET STRUCTURE \ \ O \ INV.=638.42 1+50=CL ES-1 INV.=637.78 5+80=CL DI-1 TOP=659.50 INV.=655.60 4+00_CL DI-1 o \ \ \ \ \ \ \ TOP=657.00 INV. 12 IN=650.60 INV. 12" OUT=650.40 \ \ % 1 \ \ n \ \ \ \ \� \ \ \ O 3+40=CL DI-1 •� \ t\ \ \ \ \ \ \ \ TOP=655.50 INV. 12" IN=648.65 M a \ \ �\ I / \ \ \ \ \ �\ \ INV. 15" OUT=648.40 �:ti \ l \ 2+80=CL DI-1 TOP=653.50 \ :1'-' " ::•.'.:i:`T. �''�.._ \ -- — - \\ \ \ \ \ INV. 15" IN=646.90 \ \ \ \ \ \ \ kx I \ \ \ \ \ INV. 18" OUT=646.65 t \ \\ *=,.,.'..._K \ �— \ \ \ \ \ \ 3 2+10=CL DI-1 r'f ( P l \ \ \ ` TOP=651.50 e :. t: .r. " \ \ _.. INV. 18 IN=645.25 INV. 18" OUT=645.05 1+50=CL DI-1 TOP=649.50 o \\\ EA G \ INV. 18 IN=643.85 \ \ LIMITS OF_ \ STEEP s PE ' \ \ \ \ \ \ INV. 18 OUT 643.65 C. \Jri-� \ 1 + 05 =CL EW-1 INV. 18" OUT=642.40 DD \ ti — X 66�< \ \ \ \ 1 0 \ \ \ \ \ \ l ( \ 1 PROPOSED 10' \ i t DRAINAGE .ESMT \ yrO \ \ sso \ � \�\ �\ \� \ \ \ \ \\ \ �\ OFFS AREA TO POND -�2 \\ \ \ \ ':•\ \ \ \ \ \ \ \\ \\\ \ \ \ \ 0.81 AC. '\ \ \ \ \ \ \ \ A PROPOSE�10' / / l DRAINAGE ESM1 LEGEND / / 56 \ \ \ \ \ \ \ \\ \ \ / / \ \ ................................ LIMITS OF CLEARING AND GRADING / \ 6 PG - DRAINAGE DIVIDE V / \� �\P � STORM SEWER INLET PROTECTION / 2L„ \ ►\\\\ L� \ \\ GC' TEMPORARY CONSTRUCTION ENTRANCE / \ `�" _ J J �` I T£tP k�Ld,PE\ CD GRA VEL CHECK DAM DD TEMPORARY DIVERSION DIKE -`\ '1 / �'� - -� \ x TEMPORARY SIL T FENCE / — a. /I 144F _41 \ I I \ \ I OP OUTLET PRO7EC7701V _ — -- — -- -- -- / - Z R� / / �� 1 ` I/ ' '. ~�... �_: �' :"S _. 'w"' .. _ '.,;•, •,: , �ti�i� rr . •.i SB TEMPORARY SIL T BASIN 5019 --------------- �J --------- -- ---- �"-- -- \ _ 650 - ----------------- �-------- ___ _----- ----aa COL E LANE ^ R TE. 672 r \ ' '.:- . " I 60 R-O-W - NOTE: PROVIDE WATERTIGHT COVER - - -- - - ---- NOTE — --- - -- -- - — - - - FOR SANITARY SEWER MANHOLE. ---------- - - ---- - - --- --- — - - ------ - -- �\ \ �\ LID TO BE BOLTED DOWN. THE CONTRACTOR MLL BE REQUIRED TO OBTAIN A LAND DI57URBANCE PERMIT FROM 7H£ DEPARTMENT OF PUBLIC WORKS PRIOR TO /NI77A771VG ANY SITE WORK. THE PROPOSED STABILIZA77ON PROGRAM WILL BE S7R/CTLY ENFORCED BY \ FREDERICK COUNTY. THIS SHEET FOR SIL TA TION AND EROSION CONTROL AND DRAINAGE DIVIDE PURPOSES ONL Y111 H Z W 2 0 O v z z Z 0 p O N U K Z op <a am I I O N I I a u� IY Q Q o �o J � k � V 3 W o� Q N N W Z 00 La W O Z •� = N h (A La tto 000VO Z_ W) to (I-) Ld Q N V f/1 ac WO W Q Zz> C WCLN DATE ✓ANUARY,, 1998 SCALE 7 _ .JO' DRAWN ,ILA Jos ASH- iLO,SHT-3A SHEET 3 OF 8 Please Remit Try: (r=�► ALL POINTSL. All points Warehousing, 1L.L.C.1 PHONE: (540) 662-2270 j%WAR HOUSING L P.O. Box 3 FAX: (540) 662 5761 �_ �'� 296 Mini & Industrial Storage Winchester, VA 22W4 THIS LEASE AGREEMENT made and dated this day of 19__, by and between ALL POINTS WAREHOUSING, L.L.C. hereinafter called LANDLORD, and hereinafter called TENANT, witnesseth: That the LANDLORD, in consideration of the covenants of this Lease. hereinafter set forth. ooes by these presents lease to the TENANT the following described property, to -wit: SPACE NO. - -- -- - -- -- --- - 1 .- ---- - x ------ l to be used as a storage area for storing personal prop^r'y (explosive and highly inflammable material and goods excepted), to ^eve and to hold for a penod of months beginning on the _- day of 19 _TENANT yielding and paying and promieino m pay to LANDLORD thct sum of .19 Dollars) per mcnm. payable on the FIRST day of each month in advance as consideration and rent for the use of such storage area premises, and LANDLORD acknowledges receipts of $ (----- _____ Dollars) which sum pays rental until The TENANT agrees that the security deposit of $ _ , receipt of which is herewith acknowledged by the LANDLORD. shall be refunded to the TENANT only in the event the demised premises are left in the condition called for by this Lease. Either party hereto may terminate this Agreement effective on any rental payment date by giving notice to the other hereof in writing at least ten days priorto such date. THE LANDLORD SHALL HAVE A LIEN ON ALL PERSONAL PROPERTY STORED WITHIN THE LEASED SPACE. PURSUANT TO SSS-418 CODE OF VIRGINIA, 1950, AS AMENDED, FOR ANY UNPAID RENTS OR CHARGES AND THE PERSONAL PROPERTY STORED WITHIN THE LEASED SPACE MAY BE SOLD TO SATISFY THE LIEN iF THE TENANT IS IN DEFAULT. Initial 1 TENANT iS RESPONSIBLE FOR GIVING LANDLORD ANY CHANGE OF ADDRESS 2. iF RENT IS NOT PAID BY 10th OF EACH MONTH UNIT WILL BE DOUBLE LOCKED AND A S10 00 LATE CHARGE WiLL BE ADDED 3 TENANT IS RESPONSIBLE FOR CONTENT INSURANCE. LANDLORD DOES NOT INSURE TENANT'S PROPERTY 4. $25.00 WILL BE CHARGED TO TENANTS ACCOUNT FOR EACH RETURNED CHECK 5 ITEMS STORED --- - -- -- -- - - - - _- -- 1. The TENANT further covenants with the LANDLORD that at the expiration of time mentioned in the Lease, peaceable possession of said premises shall be given to the LANDLORD, in as good condition as they are now, normal wear and tear excepted; and the TENANT agrees not to let, underlet or assign the whole or any part of said premises without written consent of the LANDLORD, that upon the nonpayment of the whole or any portion of said rent at the time when the same Is above promised to be paid, the LANDLORD may, at its election, either distram for rent due. or declare this Lease at an end, and recover possession as if the same was held by forcible detainer TENANT hereby waiving any notice of such election or any demand for the possession of said premises. 2. Enforcement of Lien In the event of default in the payment of rent provided herein, LANDLORD shall notify the TENANT of such default by regular mad at his last known address. If such default is not cured within Ten (10) days after Its occurrence, then the LANDLORD may enforce its lien according to the laws of the State of Virginia. 3. TENANT shall not place or keep in such space explosives, Inflammable liquids, contraband or other goods prohibited and agrees to abide by arty rules promulgated tr,- LANDLORD governing the use of the premises. TENANT shall permit no damage thereto and shall indemnify and hold LANDLORD harmless from any claim or cause of action arising out of TENANT'S use of the premises. TENANT assumes responsibility for any loss or damage to the property stored by TENANT in said space and may or may not elect to provide Insurance coverage for same, TENANT will not use the premises for any unlawful purpose. NO SMOKING ALLOWED. . _;:on expi'1ticn ci aus Leust f=L7.�6.T wit- , n�11 :,'o`1 .r ;'c. Ugnt!nJc_ 'o fent ' cn-:i5 _ �n ��i, 1',h 10 �. �.�,.��. �,,':� n'" 11a e a _ con. limn- contained in this Lease shall continue in full force and effect so tong as TENANT retains possession of said premises 5. LANDLORD will have the right , in the event of an emergency, to enter the premises using whatever reasonable force is necessary 6. In the event LANDLORD is required to obtain the services of an attorney to enforce any of the provisions of this Lease. TENANT agrees to pay in addition to the sums dus hereunder, an additional amount as and for attorney's fees and costs Incurred. 7. The covenants herein contained shall extend to and be binding upon the parties hereto, their heirs, executors. administrators. successors and assigns 8. Rental Refund: A no -refund policy exists; any exceptions to be at the sole discretion of the LANDLORD. 9. Contract Signature TENANTS signature determines the only person with authority to entry. LANDLORD cannot assist anyone other than the TENANT to gain entry. 10. Early Move -Out: LANDLORD will consider a locker abandoned per evidence of contents removed or absence of a TENANT padlock. LAND LORD has authority to re -rent an abandoned locker without obligation to the previous TENANT 11. Red -Lock Procedure: LANDLORD has authority to 'RED -LOCK' a past due unit. TENANT removal of a'RED-LOCK' constitutes breaking and entering. 12. Padlock Ownership: TENANT to provide and be solely responsible for the unit padlock 13. No monthly billing will be sent to TENANT 14. No electricity may be used by the TENANT other than lights without permission of the LANDLORD All TENANTS must turn off lights upon leaving their leased space 15. TENANT shall abide by rules of LANDLORD, not use premises for any unlawful purpose, observe operating hours, and conduct themselves in an orderly manner while on premises 16. No storage shall be permitted on the exterior of any storage unit IN WITNESS WHEREOF, the parties of this Lease have hereunto set their hands the day and year first above written. TENANT. POINT %AME _-- - EMPLOYER'S NAME ---- -----___--- -- ADDRESS -- __-- EMPLOYER'S ADDRESS -----------_---- __ CiTY, STATE. ZIP HOME PHONE c ! EMPLOYER'S PHONE + T; ___-- DRIVER'S LICEWISS ENANT SIGNATURE DATE. _ LANDLORD By: ALL POINTS WAREHOUSING. L.L.C. „'- "all CONCRETE Y + � UNTN i"IN 4" 2 I - F3 BASE VaU STONE [)JIFP5TER PAD SECTION ---- --- ._- 2" 511-24 h" 21-6 BASE _ 5TONE PARKfNG AREA PAVEMENT 5ECTION (BASED ON C_51R-C) *PAVEMENT SECTION FOR ALL PARKINGAREA5, TRAVEL AISLES AND MANEUVERING MEA5. S T ONE CONSTRUCTION ENTRANCE 70, mix EXISTING A PAVEMENT ,�. 3 r S:1 fMEi. /- FILTER MaTM-` d i m.I A 1 SIDE ELEVATION EXISTING GROUND 70' MIN T B WASHRACK 10, MtN. LAP TwtMU _� 12' MIN. II I I �II i t 1� j EXISTING L- VD0T 17 I I POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPtI�a 1)EVI!CE • MUST EXTEND FULL. WIDTH OF INGRESS ARID EGRESS PL AN LAN VIEW 12' AIIM. SECTION A -A. BERM 4-"5Iq 9TL. TUBING ALL GoIC114IIrIZ5 ANt7 4ENTE124 Tel Se SHOP wEL17eC WITH rL.ATEy 0eHtMD WELD PrdtHT9 01(e," LAUGH SAWN /-- Ge%DAr- PLAN IC5 B" v 8"x '/4" 4 T 6 e L- PtrATrg To !eEe e:IV E ti' N-C-F. 'T" HINGcrj t Tri 3" jk >5; x I I GATE ros T I G"x (i" 4;6PAZ P�sTe, SAIC :-ATGH t e3seAGIGE-r'S WITH 15114F PON •• � � .- �'. L G.� L:.l it tv I �'•h�ra✓ �' f I 1 j j I I `� I i I I� � I I I I GIG PIE 771 I LI _JI � I _ l7Li tit py TE tZ GATE P E TA I L- W &IT To yGA -c', i TEMPORARY BERM TO BE CONSTRUCTED AROUND OUTLET STRUCTURE USE #57 STONE k FILTER FABRIC IN ORDER TO STORE GRADED SEDIMENT DURING CONSTRUCTION. TO BE REMOVED WHEN SITE WORK iS COMP- -E. T1`10 C! CV -GACZ i C OUT 0 SEDI MEN ' �S' L_E LE ' _ - NITS SEDIMENT 3ASI N STORAGE CAPACITY = 34 C. Y, x 2, 12 = 72 C, Y, IF SEDIMENT EXCEEDS, IT NEED BE CLEANED OUT. / PIPE OUTLET CONDITIONS A A 'IPIE OUTLET TO cLAT aEA WITH NO DEFINED ;HALNNEL L a 0 ! a i SECTION A -A FILTER CLOTH KEY IN 6--9 RECOMMENDED FOR ENTIRE PERIMETER 3do tMIN.) 11PE OUTLET TO WELL )EFINED CHANNEL i BLOCK A;�_D G �?�=� �_EL UR OP 1-L T .E'DI-lI T-VT FIL TER, HIRE SCREEN -- i,RAVE' - -_- - CONCRE-E 3L4C: HIRE SCREEN ?V'ERFLr�W ,.-----. RUNOFF 'HATER WITH Y SEDIMENT ' ORCP NLE !I XITIH ;RATE SE1;t�NT � , THIS METHOD OF INLET ?EOTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY "0 PREVENT EXCESSIVE BONDING AROUND THE STRUCTURE. GRAVEL SHALL BE 'IDOT =3 -''ST OR 15 COARSE AGGF..F7,AT- TEMPORARY DIVERSION' DIKE Compacted Soil T 18" min. 1 '--Flow 4.5' min. ---+j SIL TA 77ON AND EROSION CONTROL NARRA 77VE PROJECT DESCRIPTION THIS PROJECT PROPOSES THE CONSTRUCTION OF A MINI -STORAGE FACILITY THE PROJECT WILL CONSIST OF IMPROVEMENTS ON LOT 5 AND A POR77ON OF LOT 4 AS SHOWN. THE PROPOSED SILTATION AND EROSION CONTROLS ARE SHOWN ON THIS SHEET. EXIS77NG S17F CON0177ONS THE PROPOSED SITE IS RELA77VELY S7EEP WITH 2 TO 35 PERCENT SLOPES THE S77F IS PREDOM/NAN7Z Y CLEAR W17H SOME WOODED AREAS NEAR THE STREAM VALLEY. THE S17F DRAINS TO AN EXIS77NG DEFINED SWALE WHICH /S ON THE PROPERTY AND FLOWS TO THE SOUTH. SOILS THE SOILS ARE MADE UP OF BERKS (18) CHANNERY SILT LOAM AND WEICHERT BERKS (4 18 & C) CHANNERY SILT LOAM. THESE SOILS ARE UNDERLAIN BY SHALE A SiGN/F/CA7F POR77ON OF AND THE SITE HAS BEEN PREVIOUSLY DISTURBED TO WHERE THE SHALES ARE EXPOSED. THE SOILS HAVE A SLIGHT EROSION HAZARD AND SOMEWHA T PERM/ABLE. ADJACENT PROPERTY 7HE ADJACENT PROPER77ES INCLUDE DEVELOPED COMMERCIAL PROPER77ES TO THE NORTH, MOBILE HOME PARK TO THE EAST, UNDEVELOPED INDUSTRIAL TO THE SOUTH AND A DEVELOPED M/NI-STORAGE S17E TO THE WEST OFF-S17F AREAS NO DISTURBANCE OF ANY OFF-S/7E AREAS WILL BE REQUIRED FOR THIS PROJECT. CRI77CAL EROSION AREAS THE STEEP SLOPES, EXIS77NG SWALE, AND OFF -SITE PROPER77ES ARE CRI77CAL AREAS TO PROTECT DURING CONS7RUC770N. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDiCATED, ALL VEGETA77VE AND STRUCTURAL EROSION CON7ROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPEC/FICA 770NS OF THE 1992 KRGiN/A EROSION AND SEDIMENT CON7ROL HANDBOOK. THE MiNiMUM STANDARDS OF THE VE-SCH SHALL BE ADHERED TO UNLESS OTHERWISE WA/VE'D OR APPROVED BY A VARIANCE. STRUCTURAL PRAC7CES 1. SIL T FENCE BARRIER - J. 05 SIL T FENCE WILL BE INSTALLED AS SHOWN TO FIL TER SEDIMENT LADEN RUNOFF FROM SHEET FLOW. 2. TEMPORARY CONSTRUCTION ENTRANCE - J 02 A TEMPORARY CONS7RUCRON ENTRANCE WITH WASH RACK SHALL BE INSTALLED AS SHOWN ON THE PLAN. CONS7RUCRON VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE EX177NG ONTO EXIS77NG COLE LANE. J. CHECK DAM - A ROCK CHECK DAM SHALL BE INSTALLED TO REDUCE VELOC177ES IN THE SWALE AND CAPTURE SEDIMENT. 4. DIVERSION DIKES - DIVERSION DIKES SHALL BE INSTALLED TO DIRECT SEDIMENT LADEN RUNOFF TO FIL TER/NG MEASURES AND TO PROTECT OF7=S17F AREAS. 5. INLET PROTECTION - INLET PRO 7FC77ON SHALL SHALL BE INSTALLED AT THE L 0CA T70AIS SHOWN ON THE PLAN. 6. SEDIMENT BASIN - J. 14 7E-MPORARY SEDWEVT BASIN SHALL BE INSTALLED AS SHOWN. STABILIZA 77ON PROGRAM PERMANENT SOIL STABILIZA 77ON SHALL BE APPLIED TO DENUDED AREAS WTHIN SEVEN (7) DAYS AF7ER FINAL GRADING /S REACHED ON ANY POR77ON OF THE SITE. TEMPORARY SOIL STABILIZA 77ON SHALL BE APPLIED W/7H/N SEVEN (7) DA YS TO DENUDED AREAS THA T MA Y NOT BE A T FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER 7HAN FOURTEEN (14) DA YS, EXCEPT FOR THAT PORTION OF THE S/7F ON WHICH WORK WILL BE CON77N000S BEYOND FOUR7FEN (14) DA YS. PERMANENT SOIL STABILIZA 77ON SHALL BE APPLIED TO AREAS THA T ARE TO BE LEFT DORMANT FOR MORE 77i'AN SIX (6) MONTHS. FOR WINTER STABILIZA770N, ANY AREA DENUDED FOR MORE THAN FOUR7F'EN (14) DAYS AFTER NO (EMBER 1 AND BEFORE MARCH 1 SHALL BE MULCHED AND SEEDED APPROPRIATE TO THE SEASON AND S17F COND177ONS MANAGEMENT S7RA 7FGIES PHASE l 1. CONS7RUC770N" WILL BE SEQUENCED .SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKL Y AS POSSIBLE. 2. PHASE l WILL BE IMPLEMEN7FD PRIOR TO MAJOR CLEARING OPERATIONS AND DENUDING OF THE S17F: 7EMPORARY MEASURES AS SHOWN ON THE SIL TA 77ON AND EROSION CONTROL PLAN WiLL BE INSTALLED INCLUDING THE CONSTRUCTION ENTRANCE, SIL T FENCE, AND 7EMPORARY DIVERSION DIKE. 7HESE CONTROLS WILL BE 7HE F7RST PART OF CONS77?UC77ON AND ONL Y DIS7URBANCE REQUIRED FOR THEIR /NSTALLA 770N WILL BE PERFORMED. J. 7EMPORARY SEEDING OR OTHER STABILIZA 77ON WILL FOLLOW 1MMED/A7FLY AFTER GRADING. 4. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARL Y MARKED BY FLAGS 5. 7HE JOB SUPERINTENDENT SHALL BE' RESPONSIBLE FOR THE INSTALLA77ON AND MA/N7FNANCE OF' ALL EROSION AND SEDIMENT CONTROL PRAC7CES PHASE ll 1. AFTER CONTROLS OF PHASE / ARE /N PLACE, CONS7RUC77ON AND MAJOR EARTHWORK ON THE S17F MA Y PROCEED. 2. DISTURBED AREAS SHALL BE STABILIZED AS QUICKL Y AS POSSIBLE. THE DRY POND AND OUTLET WILL BE INSTALLED AS SOON AS POSSIBLE TO ALLOW COLLEC77ON OF SEDIMENT IN THIS AREA. THE ROAD AND PARKING BASE SHALL BE INSTALLED WHEN FINAL ROAD GRADES ARE REACHED. INLET PROTEC7ON SHALL BE PLACED WHEN STORM TOPS ARE SET. 3 AFTER CONS77?UC77ON IS COMPLE7F ADEQUA TE STABILIZA 77ON IS A CHIEVEO, AND ONLY AF7FR APPROVAL OF 7HE FREDERICK COUNTY INSPECTOR, THE TEMPORARY CON 7POLS MA Y BE REMOVED, AND 7HE POND CLEANED TO ITS DESIGN INVERT. PERMANENT STABILIZA 77ON ALL AREAS DISTURBED BY CONS77RUC77ON SHALL BE STABILIZED WITH PERMANENT SEEDING iAIMED/A TEL Y FOLL OIMNG FINISH GRADING SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO S7D. & SPEC. JJ2, PERMANENT SEEDING, " OF THE HANDBOOK. MA/N7FNANCE PROGRAM ALL MEASURES ARE TO BE INSPEC7E-D D,AIL Y BY THE S1TE SUPERIN7ENDENT. ANY DAMAGED MECHANICAL DE►i'CES SHALL BE REPAIRED AND/OR REPLACED BY 7HE CLOSE OF THE DAY NO CONTROLS ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE S17F INSPECTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FCR ANY DAMAGE OR PENAL TIES CAUSED BY HIS FAIL URE TO COMPL Y W1 T H THE EROSION AND SEDIMENT CON7ROL PROGRAM OR THE DIREC77ON OF THE S17E INSPECTOR. THE DESIGN ENGINEER SHALL BE N077FIED OF' ANY CHANGES TO THIS PROGRAM. 1. THE INLET PR07FC77ONS AND CHECK DAMS WILL BE CHECKED REGULARL Y FOR SEDIMENT AND CLEANED WHEN NECESSARY. 2. THE SIL T FENCE BARRIER WILL BE CHECKED REGULARL Y FOR UNDERMINING OR DE7ERIORA 77ON OF' THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON REACHES HALF WA Y TO THE TOP OF THE BARRIER. 3. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. V_ O MD N N W � Z p fY W O Z w r- W = N n N W 00 U I f� Z O V) LIJ Q V) N ac ' a,-Lac , Q Z> WIIL0 O� pt J Q Q O W DATE JANUAR Y 1998 SCALE I" = JO' DRAWN JLA joe ASH_HLOtISHT-4 sHEL7 4 OF 9 2 YEAR POST DEVELOPED INFLOW/OUTFLOW HYDROGRAPH 12.00 10.00 PEAK INFLOW 9.18 cfs - Time 30 MIN. PEAK OUTFLOW 4.91 cfs 0 8.00 Time 35 MIN. V 0 6.00 3 4.00 2.00 0.00 0 20 40 60 80 100 120 Time - MIN. 25 YEAR POST DEVELOPED INFLOW/OUTFLOW HYDROGRAPH 20.00 0 0 8.00 4.00 Peak Flow 17.06cfs - Time 30 MIN.I PEAK OUTFLOW 8.70 cfs Time 35 MIN. 0.00 � 1 1 . 1 1 l . I 1 0 20 40 60 80 100 120 Time - MIN. 20.00 1 6.00 0 U 12.0 0 0 8.00 4.00 10 YEAR POST DEVELOPED INFLOW/OUTFLOW HYDROGRAPH PEAK INFLOW 15.74 cfs - Time 30 MIN.I PEAK OUTFLOW=8.24 cfs Time 35 MIN. 0.00 0 20 40 60 80 100 120 Time -- MIN. 100 YEAR POST DEVELOPED INFLOW/OUTFLOW HYDROGRAPH 25.00 20.00 15.00 a� 0 0 10.00 5.00 Peak Flow 20.99 cfs - Time 30 MIN. 1 PEAK OUTFLOW 14.10 cfs Time 35 MIN. 0.00 0 20 40 60 80 100 120 Time - MIN. STAGE - STORAGE - DISCHARGE CURVE DISCHARGE CFS 0 10 20 30 40 50 60 646 LL- U.1 644 642 0 0.1 18° CLASS I RIP RAP D 50 = 1, 1' 665r - -- ..•�11111 655 650 645 -- --- INV. 642.40 4` 640 - -- i II + _1 1+00 2+00 3+00 4+00 5+00 STORM SEWER PROFILE STORM SEWER DESIGN COMPUTATIONS STAT70N TOP FROM TD SSE DRAIN iRd/NOF AREA A cGOEF. CA 77MLE OF CONC90RA770k RUNOFF (CFS) DESIGN PROFILE MEN ACCUM ULA7FD 1' TO TO MIN IN PIPE (ACCUM 77ME- INC '0' ACCUM "0" PIPE DIA slop£ 1 (V . N MAX "0" vEl T/SE LENGIN OF RUN FALL FEET' IN V. UPPER INV. LONER I LOSSES ACRES CW 5+80 DI-3 10.00. .023 7 6 0.48 0. 83 0. 33 10.3.3 6.0 1.98 1.98 12' 2.78 J 6 4. 5 200 655.60 650.60 4+00 DI-3 .023 6 5 0.28 0.90 0.25 0.58 6.0 1.50 3.48 12' 2.92 3.8 4.5 60 650.40 648.65 3+40 DI-3 .023 _ 5 4 0.42 0.90 0.38 0.96 6.0 _ 2.28 5.76 15" 2.5 6.8 5.5 60 648.40 646.90 2+80 DI-3 .023 4 3 0.39 0.90 0.35 1.31 6.0 2.1A87O 18" 2.0 9 3 5.0 70 _ 646.65 645.25 ?+ 10 D/- 3 .023 3 2 0.16 0. 90 0. 14 1.45 6.0 0.8141 18' 2.0 9.3 5.0 60 64.505 64.E851+50 DI-3 .0232 1 0.04 0.90 0.04 1.49 6.0 0.218" 2.78 10.0 5.0 45 6t- 4 J 6565 642.40 0+98 EW-1 SPILLWAY CHANNEL COMPUTATION Q = 14.7662 CFS D=0.252' SIDE SLOPE = 2:1 BASE = 10' AREA = 2.6470 W/P = 11.1270 H/R = 0.2379 R 2/3 = 0.3839 V = 5.5784 FPS 0.2 0.3 0.4 0.5 0.6 STORAGE (AC. -FT) EMERFNLL��AYCY CPI D F- T iT L S POND 1 4, NTS ��/ TOP OF BERM ELEV, 648. 00 CREST ELEV. --- 10' - 644.90 18' CLASS I RI P RAP D 50 - 1. 1' STORMWATER MANAGEMENT NARRATIVE STORMWATER MANAGEMENT IS PROVIDED BY ONE DRY DETENTION POND LOCATED AT THE SOUTHERN END OF THE PROPERTY. THIS POND CONTROLS 6+00 670 5 650 0 645 655 640 650 635 645 640 625 C �9 � r-- ------ r-- TOP= I t - RgDE 6 45.19 - ---- - - - --- - - -- pR i 1122'-24 MPCc�0.57 \ RIP I I 0' CLASS RAP � (GROUTED) I I I I o V) w I c 0w II i f- !0 ry---- -- -- I-- --{ I I--- :D II U O O I'- I c0 II �V) Z Ic+ 0+50 1+00 1+50 2+00 - 10 0 YR WSE = 645. 1 9 25 YR WSE = 644, 85 10 YR WSE = 644. 64� 2 YR WSE = 643.59 Q - I NV. =643. 60 - 1 NV. =641 . 40 RUNOFF FROM THE FOLLOWING AREAS: NOTES: POST DEVELOPMENT 1. STRUCTURE TO BE DESIGNED ONSITE 1.31 AC. C W = 0.90 TO RESIST FLOTATION. OFF SITE 0.81 AC. C W = 0.90 2. REINFORCING STEEL TO BE TOTAL CONTROLLED AREA = 2.12 AC. C W = 0.90 DESIGNED BY STRUCTURAL ONSITE UNCONTROLLED AREA = 1.725 AC. C W = 0.34 ENGINEER. SHOP DRAWINGS TO BE APPROVED BY DESIGN ENGINEER, PRE DEVELOPMENT ON SITE 3.035 AC. C W = 0.30 AND SUBMITTED PRIOR TO ISSUANCE OF LAND DISTURBANCE PERMIT. TIME OF CONCENTRATION - 10 MIN. HYDROGRAPHS WERE DEVELOPED FOR EACH AREA, PRE AND POST DEVELOPMENT FOR THE 2, 10, 25 AND 100 YEAR STORMS USING THE MODIFIED RATIONAL METHOD AND THE 24 HOUR STORM DURATION. THE RESULTING HYDROGRAPHS ARE SHOWN ON THE ROUTING COMPUTATION SHEET. SINCE NO DETENTION IS REQUIRED FOR THE OFFSITE AREA, IT IS PASSED THROUGH THE OUTLET STRUCTURE. THE ALLOWABLE RELEASE RATES FOR THE POND WERE CALCULATED AS FOLLOWS: MAX. POND DISCHARGE = Q PRE + Q OFFSITE - Q UNCONTROLLED 2 YR POND DISCHARGE = 4.38 + 3.51 - 2.82 = 5.07 CFS 10 YR. POND DISCHARGE = 7.51 + 6.02 - 4.84 = 8.69 CFS 25 YR. POND DISCHARGE = 8.14 + 6.52 - 5.24 = 9.42 CFS 100 YR. NO CONTROL REQ'D IN ADDITION THE 25 YR POST SITE RUNOFF MUST BE LESS THAN THE 10 YR. PRE DEVELOPMENT RUNOFF. THUS, FOR THE 25 YEAR STORM THE PERMITTED POND DISCHARGE RATE IS: 25 YR. POND DISCHARGE = Q 10 PRE + Q 25 OFFSITE - Q 25 UNCONTROLLED 7.51 + 6.52 - 5.24 = 8.79 CFS, NOT 9.42 CFS THE ROUTING COMPUTATIONS SHOW THAT THE ACTUAL POND DISCHARGE RATES ARE: 2 YR = 4.91 CFS < 5.07 CFS OK 10 YR = 8.24 CFS < 8.69 CFS OK 25 YR = 8.70 CFS < 9.42 CFS OK 100 YR = 14.10 CFS NO CONTROL REQ'D THUS IT CAN BE SEEN THAT ADEQUATE STORMWATER MANAGEMENT HAS BEEN PROVIDED. 24" CMP @ 0, 5% OUT jce 1 2" TOP ELEV, =645. 1 3' DI A. RCP 6N X 1 1 ' RECT. ORI FI CE 0' DI A. JR.I FI CE 11� •• �7 �. Q v ! v A 12" CLASS A.3/ n N L✓ 5' TJP ELEV. =645, 19 6" X 11" RECTANGULAR ORIFICE -- 3' DI A _ RCP 1. 0' ORIFICE I I NV, 641. 40�', ' - -INV. 636, 42 : 14 A. A' d T 12 a �n v, C) � O J QLcJ -4 J V L L O Ll O to N N Z •� :It QW I r V) W � Z O W)3� 1 2" W Q N N WWO Q �QZ> WaN 5' DFTAT L P ❑ CC EUTLET STRCCTUCI-. 9 DnTEJANUARY, 1998 NTS SCALE 1 = 30' DRAWN JLA roe ASH-HLO�SHT-5A SHEET 5 OF 8 z 0 PDtiJD C C� E ROLI-ED A P. FA 1AJFiDo H'/D1e6&QAa�) QWIfM PBLS BASIN l�Fi'ING F08 ---2 Y0 LDS : D20DLME Q3-Ca - RATHYD AUGUST 1993 VERSION Date:05-25-1998 ORODIFIED PULS BASIN MING MR ---25 YR 1RATIO14AL 1FOMMLA 1IYDROGRAPF1 Ti1ze:12:53:05 33iFLOW FILENAME: A:2POBD. a 2.4 HOUR gravNU ®iisUT1431If USIl STORAGE/ELEVATION DATA FY : A0003.0 INFLON UDROGRAR FILEM,. A:25P�ED.IIYD 2 YEAR, TYPEE 2 RAINFALL: 3.50 IN. AT ALL POINTS WAREHOUSE OUT1,Ni' 9W=E DISCHARGE/EL VATION DATA FILMAN8: MOUTLEO, BASIN STORAGE/ELDVA`FION DATA FILENANE: AIONDLES TIME OF CONCERTTRATION: 10 KIN. OUTLET STRMM DISCIARGItEUVATION DATA FIGRI MB: AV12.E0 Qom, DRAINAGE AREA: 2.120 ACRES. TIC RD900M BASIN SToAGE 'REVATION BASIN OUNI& RETUTION WEIGHTED °C° FACTOR: 0.900 Ms. YflFIAfp,cfs IAfLOW,cfs acteaft ft.AHOVE >}s1 ODfiFLOW,cfs TOTAL,afs gYNB,Drs TINE BYDRO(RtOPH BASIN STORAGE ELEVATION BASIN 0"FIX 1flM11 ION 27.00 0.00 0.00 0.0000 641.40 0.00 0.00 0. OD Mrs. INFIX,cfs INFLOW,cfs acre-ft fLABOVE u1 OUiRA,efs %?AL,ds TIKS,brs RA114FAL . RAINFALL 27.13 0.60 0.60 0.0028 641.59 0.11 0.11 0.09 27.00 0.00 0.00 0.0000 641.40 0.00 0.00 0.00 TIME IIAICR. 'TOTAL INTEWS7TY FLOW 27.25 1.70 1.70 0.0091 641.99 1.00 1.00 0.08 27.13 1.12 1.12 0.0049 641.72 0.32 0.32 0.08 (DII N) Q nq (IN) (IN/1YR) (CFS) 27. 38 4.24 4.24 0.02U 042.25 1,97 1.97 0.06 27.25 3.15 3.15 0.0157 642.14 1.54 1.54 0.08 0 0..00 0.00 0.00 0.00 27.50 9.18 9.18 0.0588 643:06 4.07 4.07 0.11 27.38 7.87 7.87 0.0407 642.67 3.32 3.32 0.09 10 0 0 7 0.07 0.42 0.81 27.63 4.88 4.88 0.0836 643.59 4.91 jA& 0.21 27.50 17.06 17.06 0.1198 6.44.21 7. N 7.08 0.12 20 0.23 0.30 1.36 2..5-9 27.71 2.87 2..87 0.0756 643.42 4.66 4.66 OA4 27.63 9.07 9.07 0.1705 644,95 8.70 8.7000.23 V 30 O b 00 11. ILO 4.81L 9.18 27.83 1.14 1.14 0.0522 642.92 3.82 3.82 0.26 27.71 5.33 5.33 0.1583 4'd:6 , 8.35 8.35 0.28 40 0.30 1.40 1.81 3.45 27.96 0." 0.99 0.0295 642.43 2.64 2.64 0..20 27.83 2.11 2.11 0.1169 644.18 6.91 6.94 0.31 cn 50 0-10 1.50 0. 59 1.14 28.08 0.82 0.82 0.0172 642.17 1.67 1.67 0.17 27.96 1.83 1.83 0.0783 643.98 4.75 4.75 0.29 4 60 0.08 1.58 0.4h9 0.94 28.21 0.69 0.69 0.0107 642.03 1.14 1.14 0,14 28.08 1.53 1.53 0.0516 642.91 3.79 3.79 0.23 p� � 70 0.06 1. 64 0.37 0.71 28.33 0.64 ;0.64 0.0078 641.91 0.75 0.75 0.1.4 28.21 1.29 1.29 0.0316 642.48 2.84 2.84 0.19 EEO 01.06 1.70 0.33 0.64 26.46 0.60 0.60 0,0071 641.86 0.64 0.64 0.14 28.13 1.19 1.19 0.0205 642.24 1.93 1.93 0.16 90 0,.05 1.75 0.30 0.58 28.50 0.56 0.56 0.0068 641.84 0.58 0.58 0.14 24.46 1..11 1.11 0.0149 642.12 1.47 1.47 0.14 ,� 100 0.OAS 1. 80 0.28 0.53 28.71 0.53 0.53 0.0065 641.03 0.54 0.54 0.15 28.58 1.04 1.04 0.0121 642.06 1.25 1.25' 0.13 j At time e 250 minutes, the flow is 0.26 CFS. 26.83 0.50 0.50 0.0064 641.81 0.51 0.51 0.15 28.71 0.98 0.98 0.0103 642.02 1.11 1.11 0.12 28.96 0.47 0.47 0.0062 641.80 0.49 0.49 0.16 28.83 0.92 0.92 0.0091 641.99 1.01 1.01 0.11 29.08 0.45 0.45 0.0060 641.79 0.46 0.46 0.16 28.96 0.89 0.88 0.0086 641.% 0.91 0.91 0.12 (( V 29.21 0;43 0.43 0.0059 641.78 0.44' 0.44 0.16 29.08 0.83 0.83 0.0083 641.94 0.8b 0.86 0.12 y L4 PSI➢1 : MODUILE <3-C> _ RATHYD AUGUST 1993 VERSIOR Date:05-25d1998 29.33 0.41 0.41 0.0057 641.77 0.42 0.42 0.17 8.21 0.80 0.80 0.0"1 641.93 0.81 0.81 0.12 RATIONAL FORMULA HYDROGRAPH Tiara:12:53:55 29.46 0.39 0.39 0.0056 641.77 0.41 0.41 0.17 29.33 0.76 0.76 0.0079 641.92 0.78 0.78 0.12 S 24 a kwm STIOAR. Ox.%Rr8 ION 29.58 0.38 0138 0.0035 641.76 0.39 0..39 0.17 29.46 0.73 0.730.0078 641.91 0.75 0.75 0.13 29.71 0.37 0.37 0.0054 641.75 0.38 0.30 0.17 29.58 0.71 0.71 0.0076 641,90 0.72 0.72 0.13 (� 29.83 0.35 0.35 0.0053 641.74 0.36 0.36 0.18 29.71 0.68 0.68 0.0075 641.89 0.69 0.69 0.13 10 YEAR, NCE 2 TI RAINFALL: 4i.00 a�i. AT e��I. &�OSR7TS �1AR�H01J51� 29.% 0.34 0..34 0.0052 641.74 0..35 0.35 0.18 29.83 0.66 0.66 0.0073 641.88 0.67 0.67 0.13 `l�$ ®� CONCENTRATION: 10 k4djL11I e DRAINAGE AREA: 2.120 ACRES. 30.08 0.33 01.33 0.0051 641.73 0.34 0.34 0.18 29.96 0.63 0.63 0.0072 641.87 0.65 0.65 0.14 8;7�. �jtGliiT13 °C° FACTOR: 0.900 30.21 0.32 0.32 0.0050 641.73 0.33 0.33 0.19 30.08 0.6.1 D.61 0.0070 641.86 0.63 0.63 0.1430.21 O,bO 0.60 O.OE�9 641,.85 D:61 0.61 0.14 � A{}fzA�rtr�}�} fit' i�drs� �s� **0t�€t*11 *�r**t? *eri�0�td��ii2#��t���i�r�r€r�r�r�zs��os� 30.33 0.31 0.31 0.0049 641.72 0.32 0.32 0.19 30.21 0.60 0.58 0.0068 641.84 0.59 0.61 0.14 RAINFALL RAINFALL 30.46 0.30 0.30 0.0049 641.72 0.31 0.31 0.19 30.33 0.58 0.58 0.0057 641.84 0.59 0.57 0.14 TI ER IMCR. °TOTAL. INTENSITY ��� 30.53 0.29 0.29 0.0048 641.71 0.30 0.30 0.19 ( gN) Q �kN) (g � Q IfiS/ ) (CPS) FLO30.71 0.29 0.19 0.0047 641.71 0.,29 0.29 0.20 30.58 0.95 0.55 0.0056 641.83 0.56 0.56 0.14 30.83 0.28 0.28 O.OH7 641.70 0.29 0.29 0.20 .30.71 0.53 0.53 0.0065 641.03 0.54 0.54 0.15 0 0. 00 0.00 0. 00 0.00 30.4b . 0.27 0.27 0.0046 641.70 0.28 0.28 ° 0.20 Q 30.83 0.52 0.52 0.0064 641.82 0.53 0.53 0.15 10 0.3 9 0.51 2.3 3 4.4 4 30. 96 0.51 0.51 0.0064 641.81 D. 51 0.51 0.15 � A� 20 0.39 0.511 2.33 4.44 31.08 0.27 0.21 0.�46 641.70 0..27 0.27 0.�! 31.08 0.50 0.59 0.0063 641.81 0.50 0.50 0.15 �� 30 11 a 38 9.88 8.25 8.:5. 74 443 0.52 2.50 3.10 . 2 5.91 fOiAl ROUTING i4ASS BALAtdCE bISCREPABCY= 0 $ o � TOTAL WRING 01O NUKE D1SMAECY- 0 $ $� 50 4D417 2.57 1.02 1.5'S a o 60 0.14 2.71 0.84 1.61 r- 70 0.11 2.82 0.64 1.22 PEAS I1M - 9.18.Gf6. PEAK OUTFLOW = 4.91 Cs. PEAK INFIXm 17.05 Cfa. PM OUxFL�i � 8,70 cam. E� ®� � � 80 0.10 2 93, 0.57 2.09 L) 90 0.09 3.00 0.52 1.00 10ING TINE STEP = 0.04 Aes� NUMBER OF OHM NY PODS 101 � 100 0.08 3.08 0.48 0.92 ROUTING TINE STEP a 0.04 haws RM OF OUTFLOW UDRORM POINTS = 101 At time r 250 minutes, the flow iz 0.45 CPS. t� PSd71I82: i9OOI <3=C> - RATHYD AUGUST 1993 VERSION' D.ate:05-25-1998 RATIONAL FORMULA 1IYDROCIRAPH Time:12:54:39 GCS 24 HOUR STORE DISTMUTIOM O La MIFIN PCLS 9:18IN PO4YING FOR -- IOC YR a 25 YEAR, TYPE a RAINFALL: 6.50 IN. AT ALL POINTS WAREHOUSE TINE OF CONCENTRATION: 20 MIN c� DAAIRA48 AREA- 2.120�OC S. IFIED POLS BASIN R00`1'ING FOR ---10 YR I8FZ04 EnEOGBAPB FI9.Et UI L300POMD,BYO USE0ORAGSTMAT ON DATA P1L8NA : A:F 3.85 Yta1IITE0 C FACTOR-. . UOOP STRtFCi'UItE OaSC3lAAGk;/EL8VZ1T1DB DATA FII;BGAl4R: A:0UM2.ffi coo B INFLOW BYDAOGR,tt�li' FILENAK- A:10PONU.EYD 1L24E°ALTNTINTENSITYENSTY A:PM3.E.S. TIES Maw Siam E1,E11ATION BMN OiFaF' M CD f� Z TIME INCR.INCR.TOTAL INTENSITY FLOW BASIN S4EiRAGB/ELEVATIOH' DATA PYL�iAME: _ (MIN) � III) (IiaY) (IN/HR) (CFS) OUTLET STRUCM DISORARO$/BLEVATIft D47A PtURANE: A:OUT2. W a6xs, vMDOW"af6 INFWi,cfs acre-fi ft-Wn of OMPLO8,cfs TOTA1,cfs Tt611,49 0. 0 � 0.00 0.00 0.00 0 . t10 27.00 0.00 0.03 0.0000 641.40 0,00 0.00 0.00 10 0.13 0.13 0.79 1.50 I'm HDROM BASIN STORAGE ELEVATION BASIN OUTFIABi RBTff?ION 27.08 0.92 0.92 0.0029 641,59 0.12 0.0 0.07 20 0.42 0.55 2.52 4.81 Pbrs- YNF'LOW,cfs IHFla,cfs acra4t ft.ABOVE 961 ORFLOt4,Cs `MALAfs 1INurs 27.17 1.44 1.84 o.0D90 641.99 0.99 0.99 0.08 343 1.49 2.434 8.94 17 . ®6 27.00 0.00 0D00 0.0000 641.40 -0.00 0.00 0,27.25 3.88 3.38 0.0193 642.22 1.84 1.84 0.0300 - 27.33 5.92 5.92 0.035a 642.58 3.11 3.11 olio a43 0.56 2.60 3.36 6.40 27.13 1.04 1.04 0.0046 641.70 0.27 0.27 0.08 27.42 13.46 13.46 D.0765 643.44 4.69 4.69 0.10 + ' 50 0.18 2.78 1.10 2.11 27.25 2.91 2.91 0.0145 642.11 1.44 1.44 0.08 27.50 20.99 20.99 0.1504 644.59 8.12 0.12 0.13 t t 60 6.15 2.94 0.91 1.74 27.38 7.27 7,27 0.0373 642.60 3.16 3.16 0.09 M59 14.44 11.44 0.1980 5.,E 14.10 14, 0.17 �-- 70 _.12 3.05 0.69 1. 32 27.50 15.74 15.74 0.1094 644.08 6.55 6.55 0.12 27.67 7.88 7.08 0.1864 10.85 .65 0.24 �0 olio 3.16 0.62 1.19 27.63 8.37 9.37 0.1544 JUAL 8.24 8.2 0.22 27.79 5.24 5.24 0.1667 644.90 8.60 0.60 0.29 90 0.09 3.25 0.57 1.08 27.15 3.93 3.93 0.1307 7.48 ?.48 0.28 27.83 2.59 2.59 0.1.373 644.43 7.70 7.70 0.32 100 0.09 3.3.4 0.52 0.09 27.92 2,37 2.37 0,1057 6..44.0.4 6.36 6.36 0.29 27.88 1.86 1.86 •0.0901, 643.73 5.25 5.25 0..31 29.00 2.5 2.15 0.0831 643.58 4.90 4.90 0.29 tJD At ' tM6 - 250 Mi nuteS, the flow As 0.49 CPS. 28.00 1.61 1.61 0.0601 643.09 4,12 4.12 � 0.25 � e1.99 28,13 1.32 1.32 0.0316 642.61 3,18 3.18 0.20 28,08 1.89 0.0653 643.20 4.31 4.31 0.25 W 28.17 1.63 1.63 0.0497 642.87 3.72 3.72 0.23 E�1 M p 28.38 1.07 1 16 0.0230 642.29 2.11 2.11 0.17 28.25 1.54 1.54 0.0370 642.59 3.15 3.15 0.19 (� 1j W > 28.25 1.07 1. Q W RATIONAL 3mC> o Y42�e°IkI1f13 AiJGdHS°A' 1993 V�SgO1t1 1D6t9re:05-25®1998 07 0.0158 642.14 1,54 1.54 0.15 �.33 1.46 1.48 0.0278 842.40 2.49 2.49 0.17 PS 1e MODULE NAIe 1°'O I$1{li&i®O$aAP1I Tglete:12:55:31 28.50 1.00 1.00 0.0122 642.06 1.25 1.25 0.13 28.42 1.39 1.39 010221 642.28 Los 2.03 0,16 28.63 0.94 0.94 0.0101 642.02 1.10 1.10 0.12 a.50 1.33 1.33 0.0194 642.20 1.77 1.77 0.14 S4p3 24 d Z= STOREDISTRIBUTION 28.75 0.88 0.88 0.0088 641.97 0.95 0.95 0.12 28.58 1.28 1.20 0.0139 642.14 1.56 1.% 0.14 En 28.67 1.:22 1.22 0.0143 U2.11 1.42 1.42 0.13 29.00 0.79 0.89 0.0081 641.93 0.82 0.82 0.12 2B.75 1.10 1.19 0.0131 642.09 1.33 1.33 0.I3 100 YEAR, TYPE 2 RAIfivIF'A.Y.g.: 8.00 IN. A2' AL1', POINTS t�AE3�IOtJSE 29.E 0.74 0.79 0.0081 641.93 0.82 0.82 0.12 _ T Off' CONCZN TION. 7L0 MIN. 28,83 1.13 1.13 0.01M 642.06 1.26 1.26 0.12 29.'13 0.76 0.76 0.0079 641.92 0.78 0.78 0.12 lll'4R.G�' 2. 120 ACRES. 28.92 1.10 1.10 0.0114 642.03 fl..2fl 1.20 0.12 WEIGHTED ° C ° P'AC'1[OR : 0.90Q 29.25 0.72 0.72 0.0077 641.90 0.74 0.74 0.13 29.38 0.69 0.69 0.0076 641,89 0.71 0.71 9.13 29,00 1;06 1.06 0.0108 642.03 1.15 1.15 OIa 29.08 1.01.06 0.0108 642.02 ills 1.11 0,12 2$.;50 0.67 0.67 0.0074 641.88 0.68 0.68 0:13 29.17 0.99 0.99 0.0097 642.01 1107 1.07 0.11 t RAINFALL INTENSITY 29.63 0.64 0.64 0.0072 641.67 0.66 0.66 0.13 29.25 0.97 0.97 0.092 642.00 1.03 1.03 0.11 TINE N (IN) T43'I'Ag, IFBT'EAR) (CPS) 29.75 0.62 0.62 0,0071 641.86 0.63 0.63 0.14 29.33 0.94 0.94 0.0089 641.98 0.97 0.97 0.11 (MIN) Q g8) Q >< ) (I�l�E�) (CPS D 29.88 0.60 0.60 0.0070 641.85 0.61 0.61 0.14 29.42 0.91 0.91 0.0087 641.97 0.94 0.94 0.11 0 0.16 0.06 0.90 1.80 30.00 0.58 0.58 0.0068 641.05 0.59 0.59 0.14 29.50 0.09 0.09 0.�6 641.96 0.91 0.91 0.12 10 0.52 0.18 0.97 1.92 30.13 0.56 0.56 0.0067 641.84 0.57 0.57 0.14 29.58 0.87 0.87 0.0035 641.95 0.0 0.89 0.`12 a; 2 0 2.83 .5 2 2.58 3.10 5.9 2 29.67 0.85 0.65 0.0083 64.1.94 0.86 0.86 0.12 30.38 0.53 0.53 0.0065 641.82 0.54 0.54 0.15 29.75 0,83 0.03 0.=2 641.94 0.84 0.84 0.12 3® 31. • 83 2.51 li . ®0 243.99 30.38 0.53 0.53 0.0065 611.82 0.54 0.54 0.15 29.83 0.81 0.81 0.0031 641.93 0.82 0.82 0,12 40 0.69 3.20 4.13 7.88 30.50 0.51 0.51 0.0064 641.82 0.52 0.52 0.15 50 0.23 3.43 1.36 2.59 29.92 0.79 0.79 0,0N0 641.52 0.80 oleo 0.12 60 4) .19 3.61 1.12 2.15 L e g 30.63 0.50 0.50 0.0063 641.81 0.51 0.51 0.15 30.E 0.77 0.77 0.0080 643.92 0.7$ 0.79 0.12 70 0.14 3.30.75 0.49 0.49 0.0062 641.81 0.50 0.50 0.15 30.09 0.76 0.76 0.0079 641.91 0.77 0.77 0.12 80 0.1 3.88 ( °\ 88 0.7777 0.1.46 1.46 30.88 0.48 0.48 0.0062 641.80 0.48 0.48 0.16 30.➢7 0.74 C.74 0.0078 641.91 0.n 0.75 0.13 �•J 31,00 0.46 0.46 0.0061 641.80 0.47 0..47 0.16' 30.25 0173 i.73 0,0077 641.90 0.74 0.74 0.13 90 ., 0.12 4.00 olio 1.33 100 0.11 4.12 0.64 1.22 31.13 0.45 0.45 0.0060 641.79 0.46 0.46 0.16 30.33 0171 0.71 0.0076 54133 OM0. 72 0.13 At $30.42 C.TO 0.70 0,0076 641.39 0.71 0.71 0:11 �ni0 250 minutes, $tn� flow 63 0.60 CPS. cr30.50 0.69 0.69 0.0075 601.99 0.70. 0.70 0.13 v �i���o-sr��t��srsaa�i��a���a��r����as�o��r&re�e�es��tr���i 30.58 �0.67 0.67 0.�74 601.88 0.69 0.69 0.12 TOPAL NOTING MASS BALANCE DISOREPAtECY 0 $ A.0 0.66 0.0 0.0073 641,88 0.67 0.67 0.13 30.75 0.66 0.65 0.0073' 641.97 0.66 0.66 0.13 PEAK IN"= 15.74 Cis, PFt OUifiA1�7 = 8.19 CgS. 10.83 0.64 0.84 0.0072 641.87 0.65 0.65 0.13 30.92 0.63 0.63 0.0071 641.86 0.64 0.64 0.14 ROURN TD12 STEP = 0.04 hours NUMBER OF 061PtLOF7 EDRMR POII,= 101 31.00 0.62 0.62 0.0071 641.86 0.63 0.63 0.14 31.03 0.61 U. 0.0070 ULU 0.62 0.62 0,14 3➢.17 0.60 0..60 0.0069 641.65 0.61 0.61 0.14 TOTAL ROUTING MASS BAUNCE DISCREPAM- 0 1 Dal€ MA Y 1998 PW IBM - 20.99 CU. PEAK 00FFLMf = 14.10 cfs. ' SCALE 1 „ - . 30 ¢Of?PIRG TWE SW - 044 h= CWM 07 OCTFLA'rl EYDROGRAPH POW$ = 101 OR wN 4A. JOB ASM_ldLO\2l r-2 SHEET 6 OF 8 PRE - DGvF-L®Pe D rrE: RL)k)b- PSUHM: MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date":05-25_1996 RATIONAL FORMULA HYDROORAPH T me:13:00:42 SCS :24 - ROM STORM DISTRIBUTIOM 2 YEAR, TYPE 2 RAINFALL:: 3.50 IN. AT ALL POINTS WAREHOUSE TIME OF CONCENTRATION: 10 MIN. DRAINAGE AREA: 3.035 ACRES. WEIGHTED 'C' FACTOR: 0.300 RAINFALL RAINPALL TIME INCR. TOTAL INTENSITY FLOAT (MIN) (IN) (IN) (IN/HR) (CPS) 0 0.00 0.00 0..00 0.00 10 0.07 0.07 0-42 0.38 20 0.23 0.30 1.36 1.24 301 0.80 I.30 4.81 4-38 40 0.30 1.40 1.81 1.65 50 0.10 1.50 0.59 0.54 60 0.08 1.58 0.49 0.45 70 0.06 1.64 0.37 0.34 80 0.06 1.70 0.33 0.30 90 0.05 1.75 0.30 0.28 100 0.05 1.80 0.28 0.26 At time = 250 minutes, the flow is 0.13 CFS. PSU : ,-MOdDUL.E <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 RATIONAL FORMULA HYDROGRAPH Time:13 : 0,1:16 SCS 24 - HOUR STORK DISTRIBUTION 10 YEAR, TYPE 2 RAINFALL: 6.00 IN. AT ALL. POINTS WAREHOUSE TIME OF CONCENTRATION: 10 MIN. DRAINAGE; AREA: 3.035 ACRES. WEIGHTED 'C' FACTOR: 0.300 $�'R1f�rs6#s°Pik#Sld7�fa8lt�lt9F�'##$e44�7R�sR�@��s�di��t�#BRA*At�drifPSi$#Pat"it4d RAINFALL RAINFALL TIME INCR. TOTAL. INTENSITY FLOW (MIN) (IN) (IN) (IN'/MR) (CPS) 0 0.00 0.00 0.00 0.00 10 0.12 0.12 0.72 0.66 20 0.39 0.51 2.33 2.12 30 1.38 1.88 8.25 7.51 40 0.52 2.e40 3.10 2.82 50 0.17 2.57 1.02 0.93 60 0.24 2.71 0.04 0.77 70 0.1.1 2'.82 0.64 0.58 80 0.20 2.91 0.57 0.52 90 0.09 3.00 0.52 0.48 100 0.08 3.08 0.48 0.4.4 At time = 250 minutes, the flow is 0.21 CEPS. j2RE_ DEvi--ac,P6t) -01TE RuK) OV I-- PSUHN: MODULE <3-C> - RATHYD AUGUST 1493 VERSION Date:05-25-1998 RATIONAL FOR14ULA HYDROGRAPH Time:13:02:46 SCS 24 - HOM STORM DISTRIBUTION 25 YEAR, TYPE 2 RAINFALL: 6.50 IN. AT ALL POINT'S WAREHOUSE TIPS OF CONCENTRATION: 10 MIN. DRAINAGE AREA: 3.035 ACRES. WEIGHTED 'C' FACTOR: 0.300 a�����$�aRs�x��r�e��a�$����•$�r�ea$��a�a,�$�$s��e��sa$�a,�$�a�$��t��rr RAINFALL RAINFALL TIME INCR. TOTAL. INTENSITY FLOW (MIN) (IN) (IN) (IN/HR) (CPS) 0 0.00 0.00 0.00 0.00 10 0.13 0.13 0.79 0.71 20 0.42 0.55 2.52 2.30 30 1.49 2.04 8.94 8.14 40 0.56 2.60 3.36 3.06 50 0.18 2.78 1.10 1.01 60 0.15 2.94 0.91 0.83 70 0.12 3.05 0.69 0.63 80 0.10 3.16 0.62 0.57 90 0.09 3.25 0.57 0.52 100 6.09 3.34 0.52 0.47 At time - 250 minutes, the flow is 0.23 CPS. Ac$slsi*4ti'p$$A��iise�&fa��rd@i��&���11r9t9r�sri��lrrr�Saitstl4ieirir$�ri7stkte$�r��r PSUHN. MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date<05-25-1998 RATIONAL FORMULA HYDROGRAPH Ti me:13 :03 : 47 SOS 24 - HOUR STORM DISTRIBUTION 100 YEAR, TYPE 2 RAINFALL,: 8.00 IN. AT ALL POINTS WAREHOUSE TIME OF CONCENTRATION: 10 MIN. DRAINAGE.AREA.- 3.035 ACRES. WEIGHTED 'C' FACTOR. 0.300 RAINFALL RAINFALL TIME INCR. TOTAL INTENSITY FLAW (MIN) (IN) (IN) (INIRR) (CPS) 0 0.00 0.00 0.00 0.00 10 0.16 0.16 0.97 0.88 20 0.52 0.68 3.10 2.83 30 1.83 2.S1 1.1.00 10.02 40 0.69 3.20 4.13 3.76 50 0.23 3.43 1.36 1.2.4 60 0.19 3.61. 1.12 1.02 70 0.14 3.76 0.85 0.7.8 80 0.13 3.88 0.77 0.70 90 0.12 4.00 0.70 0.63 100 0.11 4.11 0.64 0.58 At time - 250 minutes, the flare is 0.29 CPS. , ;SW,' MOD <M w RATHYD AUGUST 1993 VERSION Date:02-14-1998 RATIONAL FORMULA HYDROGRAPH Time:19:29:11 SCS as - WAM STORM pITBUTIO14 2 YEAS , TYPE 2 RAINFALL: 3.50 IN. AT VA TIME OF CONCENTRNTIO : 10 KIN. DWNA 9 AREA,: 0.810 k6M. WEIGHTED 'C' FACTOR: 0.900 �*�*>��###e*�#,rep,4�����•*�,���������►���se°*�.�ea��a�s�s��������� RAINFALL RAINFALL TIME INCR. TOTAY. INTENSITY FLOW (MIN') (XH') (IN`) (IN/per) (CPS) 0 0.00 0.00 0.00 0.00 10 0.07 0.07 0.42 0.31 2Q 0.23 0.30 1.36 0.99 30 0.00 1.10 4..81 3. S1 40 0.30 1.40 1.01 1.32 50 0.10 1.ESO 0.59 0.43 60 0.08 1.58 0.49 0.36 70 0.06 1.64 0.37 0.27 80 0.06 .1.70 0.3.3 0.24 90 0.05 1.75 0.30 0.22 100 0.05 1.80 0.29 0.20 At time - 250 minutes, the flow is 0.10 CFS. L�:*'#�$':'$-�'*#*#'A14##'k1R*:9t#S�1a'�t 1�1'.'d#�','�S�*f�'�'�[*�'���I$'h, lb'$1�•1�41'id it 4�'�si:$�@4t PSUHN'. MODULE <3-C> - RATHYD AUGUST 1993 VURSION Date:02'-14-1998 RATION" FORMULA HYDROO H Time:19 29:59 SCS 24 - HOM STORK DIS°TMBUTION 10 YEAR, TYPE 2 RAINFALL: 6.00 IN. AT VA TINE OF CONCENTRATION: 10 MIN. DRAINAGE AREA: 0.810 ACRES., WEIGHTED 'C' FACTOR: 0.900 RAINFALL RAXNFALL TIME INC . TOTAL. INTENSITY FLM (MIN) (IN)(IN) (IN/H`k) (crs)�p 0 0.00 0.00 0.00 0.06 10 0..12 0.12 0.72 0.53 20 0.39 0.51 2.33 1.70 30 1.38 1.88 8.25 6.02 40 0.32 2.40 3.10 2.26 !�0 0.17 2.57 1.02 0.74 60 0.14 2.71 0.84 0.61 io 0.11 2.$2 0.64 0.47 €o 0.10 2,91 0,57 0.42 90 O.Q9 1.00 0.52 0.38 1000.09 3.08 0.48 0.35 At time = 250 minutes, the flow is 0.17 CPS. a ��ea�4���►+�e►����r�*+►a,���a���r�w��+a���a�ar�t�r�e�r��e,�*��:�s�����s��a i?SUM41. MODULE <3-Ca - .RATHYD AUGUST 1.993 VERSION 0 te:02-14-1998 RATIONAL 'FORMULA HYDROGRAPH Tize :19 : 30 : 31 SCS 24 - 11OUR STOW DISTRIBUTION 25 YEAR, TYPN 2 RAINFALL: G.50 IXAT VA. TIM OF CONCENTRATION: i0 MIN. DRAINAGE AREA: 0.810 ACRES. eiEXQHTRD 'C' FACTOR: 0.900. RAINFALL RAINFALL TIME INCR. TOTAL INTENSITY FLOW (MIN) (IN)(Is) (IN/ ) (CPS) 0 0900 0.00 0.00 0.00 10 0.13 0.13 0.79 0.5.7 20 0.42 0.65 2.52 1.84 30 1.49 2.04 8.94 6.52 40 0.56 2.60 3.36 2.45 50 0.18 2.78 1.10 0.81 60 0.15' 2.04 0.91 0.-67 70 0712 3.65 0.69 0.50 80 0.10 3.16 0.62 0.45 90 0.09 3.23 0.57 0.41 100 0.09 3.34 0.52 0.38 At time = 250 minutes, the flow is 0.19 CPS. PSUHM: MODU14E <3-C> - RATHYD AUGUST 1993 VERSION bate:02-14-1998 RATIONAL. FORS HYDROGRAPH Tune .19 : 31: 08 SCS 24 - HOUR STORK D3'STRI[RUTION 100 YEAR, TYPE 2 RAINFAZL: 8.00 IN. AT VA TIME OF CONCENTRATION-. 10 MIN. DRAINAGE ARPA s 0.81.0 ACRES. WEIGHTED 'C' FACTOR: 0.900 RAINFALL RAINFALL TIM INCR. TOTAL INTENSITY FLOW (MIN) (IN) (IN) UNAM) (CPS), 0 0.00 0.00 0.00 0.00 10 0.16 0.16 0.97 0.70 20 0.52 0.68 3.10 2.26 30 1.83 2.a1 11.00 9..02 40 0.69 3620 4.13 3.011 so 0.23 3.43 1.36 0.99 60 0. ZL9 3.61 1.12 0.82 70 0.14 3.76 0.85 0.62 a0 0.13 3.88 0.77 0.56 90 0.12 4.00 0.70 0.51 1100 0.11 4.11 0.64 0647 At time = 250 minutes, the flow io 0.23 CPS. 01 • , PSUHM' MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 RATIONAL FOMMULA HYDROGR4%PH Time :13 : 07 : 51 SCS 24 - HOUR STORK DISTRIBUTION 2 YEAR, TYPE 2 RAINFALL: 3.50 IN. AT ALL POINTS WAREHOUSE TIME OF CONCENTRATION: 10 KIN. DRAINAGE AREA. 1.725 ACRES. WEIGHTED 'C' FACTOR: 0.340 RAINFALL RAINFALL, TIME INCR. TOTAL IRTWSITY FLOW (MIN) (IN) (IN) (IN/ ) (-CFS) 0 0.00 0.00 0.00 0.00 10 0.07 0607 0.42 0.25 20 0.23 0.30 1.36 0.90 30 0.80 1.10 4.82 2.82 40 0.30 1.40 1.81 1.06 50 0.10 1.50 0.59 0.35 60 0.08 1.58 0.49 0.29 70 0.06 1.64 0.37 0.22 84D 0.0,6 1.70 0.33 0.20 90 0.05 1.75 0.30 0.18 100 0.05 1.80 0.26 0.16 At time = 250 minutes, the flow is 0.08 CPS. iY$it�b!$$$$h$rtdr$#$*�8'RS3F747Y}Si1$$i4flfi4kl`kQASI�i}Siii17t7-£t�Q4YG+i4tikt3{�4't2iiti} PSUHM: MODULE <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25®1998 RATIONAL FORMULA HYDROGRAPH 'Time:13<08:19 SCS 24 - HOUR STORK LDISTRIIBUTI(M 10 YEAR, 'TYPE 2 RAINFALL: 6.00 IN. AT ALL POINTS WAREHOUSE TIME OF CONCENTRATION: 10 MIN. DRAINAGE AREA.: 1.795 ACRES. WEIGHTED 'C' FACTOR: 0.340 RAINFALL RAINFALaL. TIME INCR. TOTAL. INTENSITY FL(W (MIN) (IN) (IN) (IN/HR) (CF'S ) 0 0.00 0.00 0.00 0.00 10 0.12 0.12 0.72 0.43 2-0 0.39 0.51 2.33 11.36 30 1.38 1.88 8.25 4.84 40 0.52 2.40 3.10 1.82 50 0.17 2.57 1.02 0.60 60 0.14 2.71 0.84 0.49 70 0.11 2.82 0.64 0.37 80 0.10 2.91 0.57 0.34 910 D-0'9 3.00 0.52 0.31 100 0.08 3.08 0.48 0.28 At time - 250 minutes, the flow is 0.14 CPS. fi���#�R#d�°ut$tt#a@is�*t��4s'Aksk��lts7s�t�s°itR{?�itif3tY�ccYii�rfk4tbt7tYA4t}��S��C? PSUHM 140DULE <3-C> - RATHYD AUGUST 1993 VERSION Date:05-25-1998 RATIONAL FORHYDROGRAPH Tima:13:08:55 ,SCS 24- H STORK DIS Iz gOZ u 6J CD Q ► A 42&A 25 YEAR, TYPE 2 RAINFALL: 6.50 IN. AT ALL POINTS WAREHOUSE TIME OF CONCENTRATION: 10 MIN. DRAINAGE AREA: 1.725 ACRES. WEIGHTED 'C' FACTOR: 0.340 RAINFALL RAINFALL TINE INCR. TOTAL. INTENSITY FLOW (MIN) (IN) (IN) (IN/HR) (CPS) 0 0.00 0.00 0.00 0.00 10 0.13 0.13 0.79 0.46 20 0.42 0.55 2.52 1.48 30 1.4.9 2.06 8.94 5.24 40 0.56 2.60 3.36 1.97 50 0.18 2.78 1.10 0.65 60 0.15 2.94 0.91 0.54 70 0.12 3.05 0.69 0.41 '80 0.10 3.16 0.62 0.36 90 0.09 3.25 0.57 0.33 100 0.09 3.34 0.52 0.31 At time - 250 Minutes, the flow ie 0.15 CPS. ��,��,�sr�r���trd��ss��s�•�arcr��s��srcrs���ra�rae,r�s��z��€��r�r�rasaacrssa�raa�r�r PSUHN: MODULE <3-C> - RATHY TD AUGUST 1993 VERSION Date:05-25-1998 RATIONAL FORMULA HYDROGRAPH Tima:13:09:42 SCS 26 - #OUR STORK DISTRE3WIGN 100 YEAR, TYPE 2 RAINFALL: 8.00 10. AT ALL POINTS WAREHOUSE TINE OF CONCENTRATION: 10 MIN. DRAINAGE AREA: 1.725 ACRES. WEIGHTED 'C' FACTOR: 0.340 RAINFALL, RAINFALL TIME INCR. TOTAL INTENSITY FLOW ( MIN) (IN) (IN) (IN/HR) (CFS ) 0 0.00 0.00 0.00 0.00 10 0.16 0.16 0.97 0.57 20 0.52 0.68 3.10 1.82 30 1.83 2.52 11.00 5.45 40 0.69 3.20 4.13 2.42 50 0.23 3.43 1.36 0.80 60 0.19 3.61 1.12 0.66 70 0.14 3.76 0.85 0.50 80 0.13 3.88 0.77 0.45 90 0.12 4.00 0.70 0.41 100 0.11 4.11 0.64 0.38 At time = 250 minutes, the flov& is 0.18 CPS. Lj 0 �. r.1 0 � y DATE k1A Y 1998 SCALE i.,. J0, DRAWN JLA fd�HL0\SH.-2 S:gEEr 7 OF .8 to-r 3 AMERI CAN L EGION 1 NC. to 38&g4 E r NAtktS A is. OI 6•j • • .1-- �- -.ram`- - 1 - - - - , . pN��o - s ;pm 4_ V Too - �__ -..ter ��'►r; . - - _ - 1 �tPOLE POLL 1. 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Rt. 7 Pike \\\e o geC<`r oo/ o CITY O Exit e ����ey � Q m �,WINCHESTER A#i// Ro od s Rt. _59 r VICINITY MAP 1" = 2000' N 0 4 General Notes 1. Frederick County Tax Parcel Identification No.'s: Lot 4A = 54-54A Lot 5A = 54-5-5A 2. Street Address: Lot 4A = # 167 Cole Lane Lot 5A = # 185-201 Cole Lane 3. The location of utilities shown hereon is based on observable evidence of those visible, above -ground facilities and features which were found at the time of survey. The structures located during the performance of this survey indicate the existence of underground lines for various utility services which are not shown hereon due to the fact that the locations of such underground lines cannot be determined by field inspection. 4. No physical evidence of cemeteries or burial grounds was o, observed during the performance of this survey and no evidence I_ of such was noted among the documents of which the surveyor Q) has been advised or is otherwise known to the surveyor. 5. No ponds, lakes, streams or springs were observed upon the property during the performance of this survey. 6. No setback or building restriction lines were noted among the record documents of which the surveyor has been advised. The building restriction lines shown hereon are based on the surveyor's interpretation of the Zoning Ordinance parameters summarized below. 7. Figures in brackets [ ] denote record bearings and/or distances from plats of record in Deed Book 565 at Page 774 and Deed Book 906 at Page 1241. Zoning Notes The property shown hereon is zoned MI, Light Industrial District, per information obtained at the date of survey from the Frederick County Department of Geographic Information Systems website. The following excerpts and summary of setback, height, and floor space area restrictions are provided for informational purposes as requested and are based on Chapter 165, Zoning, of the Frederick County Code. It is noted that said ordinance contains exceptions to the requirements cited below, as well as additional requirements which may apply to improvements located on the subject premises, and that this summary is not intended as a substitute for consulting / the ordinance in its entirety regarding matters of zoning. It is not the intention of the surveyor to provide a conclusive interpretation of said ordinance and such questions should properly be directed to the office of the Zoning Administrator for Frederick County at 540-665-5651. The following requirements are per § 165-83A of the above -referenced Zoning Ordinance, entitled "Dimensional and Intensity Requirements" as pertains to the M1 District: Front Yard Setback on Primary or Arterial Highways = 75 feet minimum Front Yard Setback on Collector or Minor Streets = 75 feet minimum Side Yard Setbacks = 25 feet minimum Rear Yard Setbacks = 25 feet minimum Floor Area to Lot Area Ratio = 1.0 maximum Minimum Landscaped Area (percentage of lot area) = 25% Maximum Building Height = 60 feet. Title Exception Notes This Survey has been prepared with the benefit of a Commitment for Title Insurance issued by Chicago Title Insurance Company and identified as Commitment No. CTIC-07137, dated November 1, 2007. The status of those items listed in Schedule B - Section 2 - Title Exceptions thereof as Items 8 through 31, as pertains to the subject property and as determined by physical inspection of the premises, is as follows: Items 8, 9, 10 and 11 Each of these items is recorded in the City of Winchester Circuit Court Clerk's Office and pertains to other property of All Points Warehousing, LLC located within the City of Winchester. These items do not affect the subject property and are therefore not depicted on the survey. Item 12 - Reservation of Easement and maintenance of common entrance n Deed Book 275 at Page 1510 (City of Winchester). This document includes an easement and a maintenance covenant that does affect the subject property; however, such document is recorded at this location due to the fact that the deed conveys both the subject property and other noncontiguous land lying within the City of Winchester. The document is identical to another document recorded in Frederick County referenced as Item 31 below and the said easement and maintenance covenant are addressed further below as Item 31. Item 13 - Rights of Way Agreements with Northern Virginia Power Company recorded in: a. Deed Book 184 at Page 278; and d. Deed Book 215 at Page 46; and e. Deed Book 223 at Page 6; and g_ Deed Book 274 at Page 369. These documents pertain to property now situated within the City of Winchester by virtue of annexation proceedings completed in 1970 (which other property is also owned by All Points Warehousing, LLC) and, as such, do not affect the subject property and are therefore not depicted on the survey. The grantor of these rights of way is further not a party in the chain of title to the subject property. b. Deed Book 190 at Page 552; and c. Deed Book 210 at Page 578; and f. Deed Book 250 at Page 92 These documents grant rights of way for electric transmission and distribution pole lines that may affect the subject property; however, information of record is insufficient to determine location and extents of such and the rights of way therefore cannot be depicted on the survey. All visible evidence of power poles, lines and facilities observed upon the subject property during the performance of this survey are depicted hereon. Item 14 - Thirty foot Right of Way in Deed recorded in Deed Book 230 at Page 481. The right of way described in this document lies approximately 400 feet northeast of the subject property at its nearest point and, as such, does not affect the subject property and is not depicted on the survey. Item 15 - Right of Way Agreement with Shenandoah Gas Company recorded in Deed Book 234 at Page 408. This document grants a right of way for an underground gas pipeline that may affect the subject property; however, information of record i insufficient s to determine location and extents of such and the right of way therefore cannot be depicted on the survey. All visible evidence of gas markers, structures and facilities observed upon the subject property during the performance of this survey are depicted hereon. Item 16 - Deed to the Commonwealth of Virginia recorded in Deed Book 272 at Page 479. This document pertains to property conveyed for the construction of Interstate 81, the residue of which is now situated within the City of Winchester by virtue of annexation proceedings completed in 1970 (which other property is also owned by All Points Warehousing, LLC) and, as such, the conveyance contained therein does not affect the subject property and is therefore not depicted on the survey. The grantor in this document is further not aPazparty the chain of ti tle to the subject proper ty. Item 17 - Agreement li mrtm to one the number of houses that m n g at may be constructed o property described in Deed recorded in Deed Book 230 at Page 481 as modified by agreement to permit the construction of two houses recorded in Deed Book 313 at Page 14. The easternmost portion f ort o o subject Lot SA is a art of the land which covenant limiting to c the co a ant 1 rrrrtin to two the number P J P g of houses that may be constructed on the property is applicable and such covenant may affect that portion of subject Lot 5A' however, it is n h n J noted that the covenant was limited to the lifetime of the grantor, Ethel M. Clevenger r o long o s o as she may own an land adjoining h l o the and subject to said covenant and it is the belief of the g g Y Y J g J surveyor that Ethel M. Clevenger i y ge s now deceased, although no documentation of such is referenced in the Commitment. The f L portion0 of 5A subject to the covenant is depicted hereon in accordance with the record description, including the appropriate ate reference to the recorded document. It is fort h r no ted that no buildings are situated upon the portion of Lot 5A that may remain subject to the covenant. Item 18 - Rights of Way to Chesapeake and Potomac Telephone Company of Virginia recorded in: a. Deed Book 350 at Page 237; This document pertains to property now situated within the City of Winchester by virtue of annexation proceedings completed in 1970 and, as such, does not affect the subject property and is therefore not depicted on the survey. The grantor of these rights of way is further not a party in the chain of title to the subject property. b. Deed Book 546 at Page 303; This document grants a 10 telephone easement that affects the subject Lot 4A and the location of such easement is depicted hereon in accordance with the record description, including the appropriate reference to the recorded document. Item 19 - State Highway Commissioner's Certificate recorded in Deed Book 339 at Page 543 and confirmed by Order recorded in Deed Book 358 at Page 600 and in Chancery Order Book 46 at Page 182. These documents pertain to property taken for the construction of Virginia Primary Route 7 - Berryville Pike, lying north of the subject property. The property taken thereby lies approximately 377 feet north of the subject property at its nearest point and, as such, does not affect the subject property and is therefore not depicted hereon. Item 20 - Order Confirming Commissioner's Report recorded in Deed Book 358 at Page 644 and in Chancery Order Book 43 at Page 179. This document pertains to property taken for the construction of Virginia Primary Route 7 - Berryville Pike, lying northeast of the subject property. The property taken thereby lies approximately 400 feet northeast of the subject property at its nearest point and, as such, does not affect the subject property and is therefore not depicted hereon. Item 21 - Deed of Easement for drainage ditch to Commonwealth of Virginia, Department of Highways and Transportation, recorded in Deed Book 471 at Page 36. This document grants a 20' drainage easement that lies approximately 94 feet north of the subject property at its nearest point and, as such, does not affect the subject property and is therefore not depicted hereon. Item 22 - Deed of Easement for drainage ditch to Commonwealth of Virginia recorded in Deed Book 463 at Page 470. This document grants a 20' drainage easement that lies approximately 92 feet north of the subject property at its nearest point and, as such, does not affect the subject property and is therefore not depicted hereon. Item 23 - Deeds of Easement to Frederick County Sanitation Authority recorded in: a. Deed Book 458 at Page 760 This document grants 10' sanitary sewer easements that lie approximately 330 feet south of the subject property at the nearest point thereof and, as such, do not affect the subject property and are therefore not depicted hereon. (continued above at right) 377'.f TO SOUTHERN BOUNDARY OF BERRYVILLE PIKE VA. PRIMARY ROUTE 7 1 1 LOT 3 T.M. 54-5-3 TIM SHIRLEY POOLS, INC. INST. No. 050026014 SEE PLATS - DB 539 PG 637 & DB 495 PG 282 I 1 _ NOTE ASPHALT DRIVEWAY AND ENTRANCE ON SUBJECT PROPER7 NOTE TWO SIGNS ADVERTISING THE LOCATION OF "ALL POINTS SELF STORAGE" ARE LOCATED NEAR THE NORTHWEST CORNER OF LOT 3 AT THE INTERSECTION BETWEEN COLE LANE AND BERRYVILLE PIKE. ONE OF THE SIGNS IS A LIGHTED, POLE -MOUNTED SIGN AND THE OTHER /S A PANEL SIGN ATTACHED TO A CHAINLINK FENCE. NOTE THAT NONE OF THE DOCUMENTS OF WHICH THE SURVEYOR HAS BEEN ADVISED INCLUDE ANY EASEMENT OR RIGHTS TO THE LOCATION AND MAINTENANCE OF THESE SIGNS. 3/4 " IRON PIPE FOUND ON LINE 0�4 yam- go, r`F 60 'Oeo FC'o ",FtiT %v�Te") q r �,oT�. o 0��,Po� 9,� Title Exception Notes (continued) Item 23 b. Deed Book 468 at Page 561 This document grants 10' sanitary sewer easements, a portion of which affect the subject Lot 5A and the location of such easement is depicted hereon in accordance with the record description, including the appropriate reference to the recorded document. c. Deed Book 827 at Page 1052 This document grants a 20' water easement that lies approximately 400 feet northeast of the subject property at its nearest point and, as such, does not affect the subject property and is therefore not depicted hereon. d. Deed Book 859 at Page 810 This document grants 10' and 20' sanitary sewer easements which affect both the subject Lots 4A and 5A and the location of such easements are depicted hereon in accordance with the record description, including the appropriate reference to the recorded document. Item 24 - Rights of Way Agreements to the Potomac Edison Company recorded in: a. Deed Book 480 at Page 113; and b. Deed Book 480 at Page 114. These documents grant rights of way for electric pole lines that may affect the subject property; however, information of record is insufficient to determine location and extents of such and the rights of way therefore cannot be depicted on the survey. All visible evidence of power poles, lines and facilities observed upon the subject property during the performance of this survey are depicted hereon. Item 25 - Matters set forth in Deed of Dedication of "Ash Hollow Industrial Park" Subdivision recorded in Deed Book 495 at Page 282. This document dedicates the street now known as Cole Lane, providing access to the subject property, to the County of Frederick, Virginia for public street purposes. The said street now is completed and has a VDOT street sign posted identifying same as Secondary Route 762, indicating the street is now maintained by the Virginia Department of Transportation. Also included in the document is the grant of 20' drainage and sewer easements to the Frederick County Sanitation Authority. A portion of the said easements affect the subject Lot 5A and the location of such easement is depicted hereon in accordance with the record description, including the appropriate reference to the recorded document. No other matters affecting the subject property were noted within the document. Item 26 - Restrictions reservations nconditionset forth in Deed D 1 at s and s e and Deed of Release recorded in Deed Book 508 at Page 759, including Agreements pertaining to IO' sewage and public utility easement, 60' industrial access road, 20' drainage and sewer easement, and lot entrances from industrial access road. The subject Lot 4A and a portion of subject Lot 5A are subject to the restrictions, reservations and conditions contained in this document. Included is the reservation of a 10' sewage and public utility easement that affects the subject property and the location of such easement is depicted hereon in accordance with the record description, including the appropriate reference to the recorded document. The 60' industrial access road referenced in the document is one and h e as the public street no known the same e p b et w own as Cole Lane that provides access to the subject property and adjoins the southern and western boundaries of the subject property as shown hereon. Also contained in this document are covenants to restore any damages to the roadway caused by extension of sanitary to serve the subject property and a covenant that any entrances to the subject property be built in compliance with the specifications of the Virginia State Highway Department, both of which affect the subject Lot 4A and the western portion of subject Lot 5A. No other matters affecting the subject r r n i P J g J t property were noted within the document. Item 27 - Lot Line Adjustment recorded in Deed Book 539 at Page 634. This document established a new lot line that is one and the same as the lot line now separating subject Lot 4A from adjacent Lot 3 as depicted hereon and as established in accordance therewith. No other matters affecting the subject property were noted within the document. Item 28 - Matters set forth in Deed of Dedication recorded in Deed Book 565 at Page 774. This document established a new division line dividing the property along a line that is one and the same as the boundary line separating subject Lot 4A from subject Lot 5A as depicted hereon and as established in accordance therewith. No other matters affecting the subject property were noted within the document. Item 29 - Agreement regarding water line easement, 30 foot right of way and entrance recorded in Deed Book 827 at Page 1508. This document pertains to property adjoining the eastern boundary of subject Lot 5A and another parcel lying to the north of said adjacent parcel, over and upon which the said water line easement, 30 foot right of way and entrances are situated. The said easement, right of way and entrances lie approximately 400 feet northeast of the subject property at the nearest point thereof and, as such, do not affect the subject property and are therefore not depicted hereon. Item 30 - Matters set forth in Lot Consolidation of Lots 4 & 5, Ash Hollow Industrial Park recorded in Deed Book 906 at Page 1241. This document consolidated two parcels of land into one tract, being one and the same as the subject Lot 5A shown hereon. Also shown on this plat are existing sewer easements that have been previously addressed above as Items 23 and 25. The plat also shows a variable width proposed storm drainage easement and a proposed 10' storm drainage easement, both of which affect the subject property and are depicted hereon in accordance with the record description, including the appropriate reference to the recorded document; however, it is noted that such plat does not name any grantee for such storm sewer easements. Item 31 - Reservation of Easement and maintenance of common entrance recorded in Deed Book 859 at Page 1018. This document establishes a 30' ingress -egress easement that affects the subject Lot 4A and the location of such easement is depicted hereon in accordance with the record description, including the appropriate reference to the recorded document. Also included in the document is a duty to maintain the common entrance located on Lot 4A for the benefit of adjacent Lot 3 that continues to affect the subject property. The location of such entrance and the portion of the asphalt driveway in use by Lot 3 is depicted hereon as observed at the date of this survey. B li TF LqPjes9s �fT�� 6' -/ 2� \ ,, �6, x PARKING SUMMARY REGULAR PASSENGER CAR SPACES = 7 HANDICAPPED PARKING SPACES = + 0 RV STORAGE PARKING SPACES = + 9 TOTAL PARKING SPACES CURRENTLY STRIPED = 16 HOWEVER, NOTE THAT SIGNIFICANT PAVED AREAS EXIST ON THE SITE THAT ARE USABLE AS PARKING, BUT ARE NOT CURRENTLY STRIPED AS INDIVIDUAL SPACES, AS SHOWN. T.M. 55-A-32 CONRAD HOOVER POST No. 21 OF THE AMERICAN LEGION, INC. OF WINCHESTER, VIRGINIA DB 230 PG 594 CURVE DATA CURVE DELTA ANGLE RADIUS ARC LENGTH TANGENT I CHORD BEARING CHORD LENGTH C 1 1 19'17'41 " 50.00' 104.10' 85.38'1 N 50' 19'54 " W 1 86.29' C2 63'04 58" 150.00' 165. I'V 92.07' I N 25'18'27" W 1 156.93' METES AND BOUNDS DESCRIPTIONS This plat represents an ALTA/ACSM Land Title Survey of (i) all of "PARCEL ONE" conveyed to All Points Warehousing, L.L.C. by deed dated May 31, 1996 of record in the office of the Clerk of the Circuit Court of Frederick County in Deed Book 859 at Page 1018 and (ii) all of the land conveyed to All Points Warehousing, L.L.C. by deed dated July 22, 1997 of record in said Clerk's office in Deed Book 883 at Page 1740. The "PARCEL ONE" conveyed by the deed of record in Deed Book 859 at Page 1018 consists on two tracts, one purported to contain 1.455 acres and the other purported to contain 1.607 acres. The 1.455 acre tract described therein is as established by Deed of Dedication dated July 22, 1983 of record in said Clerk's office in Deed Book 565 at page 774 and consists of the southern portion of Lot 3 and western portion of Lot 4 of Ash Hollow Industrial Park as originally established by Deed of Dedication dated July 19, 1978 of record in said Clerk's office in Deed Book 495 at Page 282. The said 1.455 acre tract is now known as Lot 4A - Ash Hollow Industrial Park and is identified as such below. The second tract included in "PARCEL ONE" conveyed by the deed of record in Deed Book 859 at Page 1018, purported to contain 1.607 acres, was subsequently consolidated with the land conveyed to All Points Points Warehousing, L.L.C. by the deed of record in Deed Book 883 at Page 1740 by virtue of a Lot Consolidation plat dated May 28, 1998 of record in said Clerk's office in Deed Book 906 at Page 1241, wherein the resulting lot is identified as Lot 5A -Ash Hollow Industrial Park. The said Lot 5A consists of the eastern portion of Lot 4 and all of Lot 5 of Ash Hollow Industrial Park as originally established by the Deed of Dedication dated July 19, 1978 of record in Deed Book 495 at Page 282. The said land fronts the northeastern boundary of Cole Lane (Virginia Secondary Route 762) about 377 feet south of its intersection with the southern boundary of Berryville Pike (Virginia Primary Route 7) in Red Bud (formerly Stonewall) Magisterial District, Frederick County, Virginia. All directions described herein are given by quadrant bearings expressed in whole degrees (1), minutes ('), and seconds (") and all distances are expressed in decimal feet ('). The said land is more particularly described by metes and bounds as follows: Lot 4A Beginning at a'/2' iron rebar & cap set (labeled POB 1 on the plat) in the eastern boundary of Cole Lane (a duly dedicated public street having a right of way width of 60 feet), corner to Lot 3 (Tim Shirley Pools, Inc.); thence with Lot 3 S 86133' 10" E, passing over a 3/4" iron pipe found, corner to Conrad Hoover Post No. 21 of the American Legion, Inc. of Winchester, Virginia, at 103.65' and then continuing with said American Legion land, 279.65' in all, to a '/2" iron rebar & cap set, corner to Lot 5A described below; thence with said Lot 5A S 03024'36" W - 308.77' to a'/2" iron rebar & cap set in the northeastern boundary of Cole Lane; thence with said road boundary for the following three courses: N 56050'56" W - 238.25' to a'/2" iron rebar & cap set at the point of curvature of a curve to the right; thence 165.15' along the arc of said curve, having a radius of 150.00' and a chord bearing N 25118'27" W for a distance of 156.93', to a'/2' iron rebar & cap set at the point of tangency; thence N 06014'02" E - 53.19' to the beginning. Containing....................................................................................................... 1.4495 Acres or 63,141 Square Feet. LID Ityo ry Zoz LEGEND BL = BOLLARD -0- PP = AERIAL POWER, TELEPHONE, OR BRL = BUILDING RESTRICTION LINE OTHER UTILITY POLE CS (SEE GENERAL NOTE 6 AT LEFT) u TP = TELEPHONE, CABLE TV, OR Z OTHER U77LITY RISER PEDESTAL = CENTERLINE OF RIGHT OF WAY M e WV = WATER METER i 0 C CO = SANITARY SEWER CLEANOUT • WV =WATER VALVE Z CONCRETE C&G = CONCRETE CURB & GUTTER IIIIIIIIIIIIIIIIII �' EP = EDGE OF PAVEMENT OVERHEAD UT/CITY WIRES W � 00 - s- _ APPROXIMATE LOCATION OF or .& FH = FIRE HYDRANT UNDERGROUND SANITARY SEWER MA/N W Z N I h N 03'33'58" E o ----- ,4 t �p O� p;, GV =GAS VALVE - - Z � N � 141.05' TO IRF ----- = APPROX/MATE' LOCATION OF � � � � rl Z UNDERGROUND STORM SEWER PIPING GW =GUY W/RE T.M. 55 A 34A a ,"� o IRF = X " IRON REBAR FOUND =FENCE LINE i INST. No.C�000013492 Z ;'' �''t on o IRS = X" IRON REBAR & CAP SET =SURFACE DRAINAGE COURSE (PART OF PARCELS) N 07'55'30" E W ^' w °' h ol) SEE UNRECORDED PLAT � , � `, kq = SURIECT PROPERTY BOUNDARY UNE I I 73.80' TO IRF 4� Z ® MH = SANITARY SEWER MANHOLE BY C. J. RINKER, LS > ti ,� ,C I I I DATED 1 VV1993 b y R, MS = METAL STOOP AND STAIRS - - =DEPARTING PROPERTY BOUNDARY LINE I I i � '~ , h � � p IRF r�9 POB = POINT OF BEGINNING OF 7L = PARKING SPACE ROW COUNT I I 12.4' METES & BOUNDS DESCRIPTION I I Z IRF o I N I s 753- �9527y 1W o �o I I E - 94 88, 4 °� LAJ Q) a 10.6' `° Z o o h 0 ti o IRF ,-, �6 W o rn I I 'ELINE T.M. 55-A-32A q^p I I SLAB CARLYLE & ANDERSON, INC. I l I I BL Y �:� 3 DB 823 PG 1226 25' a ap SEE PLAT - DB 896 PG 133 4i W; i i BRL V obi o R;� L,. I I V � z'Z BL W (12) Q) Kto I I: m w WQn K I I h 36.4' (n � I N g I VCo 1. 9' 10' 906 STORM DRAINAGE EASEMENT Z I y I 1 a.- --) [S 86'09'09" E� I I , s 11Rs _ _ S 86' 12'42 " E - 248. 50' j _ - _ IRF I I Q N -- of I cr N BL 34.6' 1. g CHAINLINK FENCE EP .3.6' : I I o � _ ASPHALT DRIVEW STORM SEWER _ _ I I Q DI =____ _ ______________________________ ______________ ===�DI :I I o � • BL BL 25' BRL � �-� - BL 11 25' BRL ' I o 10' F.C.S.A. SANITARY 1 140.0' SEWER EASEMENT 1 3 I �I I I : I I DB 468 PG 561 FIRE o ONE-STORY METAL WAREHOUSE BUILDING � 6I :I I EXTINGUISHER raj #201 COLE LANE BUILDING HEIGHT = 10.6'�� Iii i I :I I MEASURED FROM RIDGELINE of I ;I Z .BL 140.O' TO PAVEMENT (i I :I i m 0 BL' !ELECTRICAL BL I I 193 1 ' :I I in 0 CAB/NET 11 I N °/ t Z :11 I W BL II I `` :I I 9 BL BL i i z : I I j 140.1' I ii I Z : I I vo o ONE-STORY METAL WAREHOUSE BUILDING � 11 i Z : 1 I Q #199 COLS LANE BUILDING HEIGHT - 10.6'�� i i I I 3 MEASURED FROM RIDGELINE i t v , I y I O • BL � 140.1 ' TO PAVEMENT I I W ii Q o BL' I ELECTRICAL BL v I 1 Q -COI i CABINET LOT 5A I 1 1 ,� 00 I I j W 11KTAX PARCEL 54-5-5A °I) o:� I I : `'' .1 � � N can ELECTRICAL 4. 6379 ACRES `� '' : � I N � W BL. i CABINET OR 202, 025 SQ. FEET :B��III o o:N I I .Q 4- �z W m,k 9Q wQ 140.1' II m:0 I y mho Z I Qr"��,� Q o I =:Z WJ Oo 3 I mc5w O mZOZ Q. 4 � ��m (� FIRE o ONE-STORY METAL WAREHOUSE BUILDING � i'i � ; W 1 � W W ,,� Q) � r\ O m 1 �W N �W`�rn I EXTINGUISHER 197 COLS LANE BUILDING HEIGHT = 10.6 Q I W ''� h ' � _ II 3.9 I I ec,z h �� Jm,_ NLINK MEASURED FROM RIDGELINE I i i a I I "�: o o r\ o Zr1IA TO PAVEMENT Q I1 W W W O o ;� a 4L� cn :E BL 140.1' ii I O:o I I JNm 1� �� W �~ w o �'� AUTOMA77C GATE' • �BL i i �: 1 1, o� r i m W �c �' � Vie � `n i 7 _ EXIT KEYPAD I : I y 1 0 f o 0 0 ' 13 S `� DI ®® I I i;,-_ S w o H Q 6 � ELECTRICAL i i I 10' STORM DRAINAGE I I Q j =- �� BL MOTOR\S - BL i CAB/NET BL I I EASEMENT � O - -� �� 110.0' �� OB 906 PG 1241 I I i z�oyYo � �o 1W I cQ; ONE-STORY METAL o �i i I I \�� , , 19.9, WAREHOUSE BUILDING d' Iii i I I I �I 1 ASPHALT 4 Rl . S10r, mini c i Anic �i 1 It m 1 ASPHAL T QCUL-DE-SAC 30 0 30 GRAPHIC SCALE (IN FEET) Lot 5A LOT 6 T.M. 54-5-6 RSF, LC OB 925 PG 1168 SEE PLAT - OB 495 PG 282 Beginning at a''/2' iron rebar & cap set (labeled POB2 on the plat) in the northeastern boundary of Cole Lane (a duly dedicated public street having a right of way width of 60 feet), corner to Lot 4A described above; thence with Lot 4A N 03024'36" E - 308.77' to a'/2" iron rebar & cap set in a line of Conrad Hoover Post No. 21 of the American Legion, Inc. of Winchester, Virginia; thence with said American Legion land S 86033' 10" E - 212.89' to a '/2" iron rebar found in a line of Carlyle & Anderson, Inc. (said rebar being located S 03°33'58" W - 141.05' from a'/2" iron rebar found at a comer of said Carlyle & Anderson, Inc. land); thence with Carlyle & Anderson, Inc. for the following three courses: S 03033'58" W - 99.96' to a'/2" iron rebar & cap set; thence S 86012'42" E - 248.50' to a'/2" iron rebar found; thence N 07045'34" E - 87.09' to a'/2" iron rebar found, corner to MBC, L.C.; thence with MBC, L.C. S 75032'27" E - 94.88' to a'/2" iron rebar found in a line of Jack K. Wampler, Sr., et al, partners trading as Wamplefs Mobile Homes (said rebar being located S 07°55'30" W - 73.80' from a'/2' iron rebar found at a corner of said Wampler's Mobile Homes land); thence with Wampler's Mobile Homes S 07055'30" W - 467.79' to a'/2" iron rebar found in a line of Molden Real Estate Corporation; thence with Molden Real Estate Corporation N 62059'55" W-100.10' to a'/2" iron rebar found, corner to Lot 6 (RSF, LC); thence with Lot 6 N 80041'04" W - 231.34' to a'/2" iron rebar found on curve in the cul-de-sac boundary at the southeastern terminus of Cole Lane; thence with said cul-de-sac boundary 104.10' along the arc of a curve to the left (being non -tangent to the preceding course), having a radius of 50.00' and a chord bearing N 50°19'54" W for a distance of 86.29', to a'/2" iron rebar found at the end of said curve and in the northeastern boundary of Cole Lane; thence with said road boundary N 56050'56" W-152.69' to the beginning. Containing....................................................................................................... 4.6379 Acres or 202,025 Square Feet. II 1 BL OMDI Y 178.5' 1 1 k ii J Z . . ;_z -- i/ Q I // ` (iAPPROXIMATE : -",Il _ LIMITS OF , , STORMWATER l l _ t�, �� BASIN / / h W 45 /0-4 / \ I / =�Q �W_N V �� STORM / �, : �' � N Q BASIN \ �� W Q - _J SEWER OUTLET CULVERT I / � m � `� J __ OUTLET 25' BRL I / O � � UJ 'Rw ��/� ' :V NCOZk s - L - � � MH s %V O 7.5' ; UH s MH i --- 0 _ s 20' DRAINAGE & IRF o 1 - _ _ _ SEWER EASEMENTLU DB 495 PG 282 / - - l' o / j . foo °oj � Q 61. ' IN �� S`V I9SSa . W C4 k ''^^ �) r / 1 �j .IRF '~' O / \ 4 0 :t / / T M. 55-A-39 l MOLDEN REAL ESTATE CORPORATION I DB 785 PG 536 J SEE PLAT - DB 341 PG 241 , ___� - 0) ti, I SURVEYOR'S CERTIFICATE 0 I hereby certify to Alexandria Mini Storage, LLC, Ameritas Life Insurance Corp., a Nebraska corporation, its successors and/or assigns, Chicago Title � Q Insurance ante Company dL B Title Company, to the best of my professional knowledge, information and belief Z trs l . This survey and the property description set forth on this survey are true and correct and were prepared from an actual on -the -ground survey of the which was conducted b the undersigned surveyor, or under his supervision, on December 17-19, 2007; Q Q property, Y SnP � 2. The title lines of the property and the lines of actual possession are the same, except as shown hereon; J O 3. The record descriptions for the properties fail to form mathematically closed figures based on geometric calculations by approximately 0.03 feet each; ,. J W 4. This survey depicts two parcels identified as Lot 4A and Lot 5A of Ash Hollow Industrial Park; these parcels are contiguous alon their common ey p is par s e pg boundaries without gores, gaps, slivers or overlaps; Q i5 11:K 5. Except as shown there are no visible encroachments onto adjoining remises, streets or alleys b buildings, structures or other visible P J gP eY Y any g improvements located on the property; and no visible encroachments onto the property by buildings, structures, or other visible improvements situated on adjoining remises J gP 6. Except as shown, there are no encroachments of buildings, structures or other visible improvements over setback lines, easements or rights of way; 0 7. All monuments shown on this survey actually exist and the location, size and type of material are correctly shown; 8. The size, type and location of all buildings, structures, and other visible improvements situated on the property are shown, and all are located within the boundaries of the property and set back from the property line the distance indicated; 90 9. The location, identification and/or existence of public or private utility facilities and/or other underground structures, as shown on this survey, is based on the actual location and inspection of visible physical evidence of said utilities or structures that exist at or above the surface of the ground at 0 the time of survey; 10. This survey shows the location and direction of all storm drain systems for the collection and disposal of all surface drainage visible above -ground as J well as any visible discharge of drainage into streams, rivers and other conveyance systems; 11. Cole Lane (Virginia Secondary Route 762) is a public roadway which from physical inspection appears to be complete and maintained by the Virginia Department of Transportation and which the property has actual physical access to via existing driveway entrances as shown on this survey; 12. I have reviewed Chicago Title Insurance Company Commitment for Title Insurance No. CTIC-07137 with effective date of November 1, 2007, and all of the easements, rights of way and other title exceptions specifically referred by Book and Page, Instrument Number or Plat Book and/or Plat No. have been shown to the extent possible or otherwise noted on this survey; 13. This survey was made substantially in accordance with with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA and NSPS in 2005, and includes Items 1, 2, 3, 4, 6, 7(a), 7(c), 8, 9, 10, I I(a), and 13 of Table A thereof; Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, the undersigned further certifies that in my professional opinion, as a Land Surveyor licensed in the Commonwealth of Virginia, the Relative Positional Accuracy of this survey does not exceed that which is specified therein; 14. The property included in this survey lies within Zone C, areas of minimal flooding, as indicated on Federal Emergency Management Agency maps entitled "National Flood Insurance Program, Flood Insurance Rate Map, Frederick County, Virginia," Community - Panel Number No. 510063 0115 B, dated July 17, 1978, as determined by graphic plotting C thereon. Date: t )L- -19 - 0'7 -),I" �- La, Richard A. Edens, LS Virginia License No. 2550 Z mi N: Z O V V o� 0 W V V.W 0 Q W Q Z v Q k W . co :$• v W W .w1% DATE: DEC. 19, 2007 SCALE: 1" = 30' DRAWN BY: RAE FILE No. 0019A DWG No. OS-176 SHEET 1 OF 1