Loading...
HomeMy WebLinkAbout21-06 Bean Suite 2 - Office-Warehouse - Back Creek - BackfilePatton Harris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. PA 117 East Piccadilly Street ]�Pl Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 Memorandum To: Candice Perkins Joe Wilder Organization/Company: Frederick County From: Ron Mislowsky Date: November 13, 2006 Project Name/Subject: Bean Suites We received approval of this project a few months ago. We have needed to make some changes to the layout for the owner. 1. We placed all of the building segments at the same finished floor elevation. 2. We placed the dumpster site at the back (sw) corner of the site. Please let me know if you have any concerns. I believe Ricketts plans to get started in a couple weeks. E _-j_ --E:: ___1 6' OPAQUE BOARD FENCE WITH DOUBLE SWING GATE. SEE DETAIL SHEET 5 6 � GAS AS - - GAS - - L_ H 0 - �s 8 + i 00' NO OUTDOOR R25 PROJECT SUMMARY j TAX IDENTIFICATION NUMBER 75-((A))-2P ti---- EXISTING PARCEL AREA 2.000 acres DEVELOPED PARCEL AREA 2.000 acres ZONING B-3 ADDRESS 210 Prosperity Drive CURRENT USE VACANT 2" SM12.5A PROPOSED USE OFFICE/ WAREHOUSE DISTURBED AREA 2.0 ACRES 8" VDOT 21 B SETBACKS REQUIRF PROVIDED - � WEII COMPACTED SUBGRADE FRONT (US Route 50) 35' 81' 1 5' 4 WIRE FENCE 5 , - ��- GAS- )q GAS GAS REAR 15' 50'+ BUILDING HEIGHT 35' (MAX.) 30'(+/-) VP GROUND _ -- - -- - - ` /\\ \\ \\ \\ \\ \\ \ NUMBER Of� STORIES 18,000 SQ.FT. 3HO - --- \ 3HO - 3HO - Q 3 \ FAR ALLOWED 1 Q' �� / +AX� ' PO FAR PROVIDED 0.20 �~ E X . 6 5' POWER E S M T. STANDARD PAVEMENT SECTION MINIMUM LANDSCAPED AREA 0.60 AC. (257) o -``"1�"� � EX. POND OUTFACE '4 / Not to Scale LANDSCAPED AREA PROVIDED 0.74 AC. (37.2%) D. B. 583, PG. 585 � STRUCTURE AND +/ � PARKING R U R PROM STORAGE PERMITTED. ROLL T6P>>CAB \ - PIPE TO REMAIN �� OFFICE SPACES (1/250 SF) 18 38 O H E O H E - O H E O H E -- O H E 0 -�-- / WAREHOUSE SPACES (1 /EMPLOYEE) 9 19 OPEN TOP / / HANDICAP SPACES 3 3 6 PVC INLET + / LOADING SPACES 1 1 1 757.0 INV I N = 750. 32 1.5 SM12.5A TOTAL PARKING SPACES PROVIDED 57 INV OUT=750.25 + PARKING LANDSCAPIN 6G 0 � 3" BM25.0 PAVEMENT AREA 36,674 S.F. r 8" VDOT 21 B PAVEMENT TREES REQUIRED 18 MAN DOOR C1 ` + PAVEMENT TREES PROVIDED 18 ACCESS STAIRS / WELL COMPACTED SUBGRADE +/� INTERIOR TREES REQUIRED 8 Ov / INTERIOR TREES PROVIDED 8 x + / TOTAL TREES REQUIRED 26 // TOTAL TREES PROVIDED 26 WAREHOUSE / �, r- 60 4,500 SF - 20,00' 24.00 w // / / ' \\/\\ \\ \\ \\ \\ \ NOTES: i ,/ Q 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE o FF ELEV=760.85 _� • " � o + MAN DOOR Z / �v REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. z CCESS STAIRS o I Q A.Q /� 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. A c LOT 7 " 8o + / HEAVY PAVEMENT SECTION 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM cn 2.0000 A C . Q p /Cb +/ . / G� Not to Scale EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE �O 8 _- 20.00' t� �/ SQ- 40 4. NO STEEP SLOPE WETLANDS, WOODLAND 0R OTHER ENVIRONMENTAL n WAREHOUSE 75-((A))-2P z +/ / FEATURES EXIST. 5oe SF BEAN PROPERTIES, L L C 0 - o � /-Z, 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE 4,500 - o p / (7) MARSHALL REQUIREMENTS. FF ELEV=760.85 J INST. #0500 + - o ~ / /0 6. Ali UTILITIES TO BE PLACED UNDERGROUND 1 60' Z 0 E : B -3 ?, v ' 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES of 16A0' OOR 'p 1H ASSEMBLY / / / VARIES MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. MAN D OFFICE VARIES �, 8.HMDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 I ACCESS STAIRS SET 3 BEHIND +� / ROUTE 1129 1,500 SF - CURB 2' 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT, FROM PROP. Z LOADING DOCK FF ELEV=7C0.85 ,� \ +/ / SAWCUT EDGE LINES, MAX. 'SIGN HEIGHT= 35. MAX. SIGN AREA= 100 SF, PROVIDE TACKCOAT 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING N MILL 6xl 1/2 JOINT VARIES CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. o 2 STEPS / '4 Gj +/ 11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP S (STORAGE) OF THE INTERNATIONAL BUILDING CODE/2003.(200 CODES CAN BE N ° _CV 0O � '°q�?Y 1'•1 �T UTILIZED UNTIL NOV. 16, 2006 IF REQUESTED). OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLANS SUBMITTED FOR Y I WAREHOUSE LaoNc., S�Va '., EX. EDGE OF :;:::>c PERMITS SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. THIS INCLUDES PAVEMENT STRUCTURAL AND SYSTEMS ON THE ASSEMBLY USE SPECIAL INSPECTIONS UNDER CHAPTER ` 4.500 6 II RELOCATE FH , .. 6'' � i 1 2 SM 1 5 ' ^\ \ - VDOT CG-6 17 IBC IS REQUIRED ON THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL ETC.) NOTE f FF ELEV=760.85 , OFFICE '::o �, + / " " A THE REQUIREMENTS IN TABLE 602 IBC FOR FIRE RATING OF EXTERIOR WALL TO PROPERTY U W -'' 1 1,500 SF N �, . +/ 1-8 x6 WET TAP #CROSS SLOPE= 114 ;1 3" BM 25.0 LINE BASED ON TYPE OF CONSTRUCTION. Z _ m, r z F/F ELEV=760.85 , : ,� : BY ECSA OR MATCH EX/SUNG " 1Z FIRE BARRIERS SHALL BE INSTALLED AT AREAS THAT EXCEED 12,000 SQUARE FEET UNLESS � D Oct 11- .� +/ 8 21B .''TEND 219 FIRE PROTECTION SYSTEM IS INSTALLED. C7 O -{ 0l OFFICE 1 0 2'R C3 / / fT. BEYOND BACK 13. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE TO A MINIMUM AREA OF RESCUE ON THE f WELL COMPACTED SUBGRADE N r Q 60' / CF CURB = I ° / Ci EXTERIOR OF 7HE BUILDING (NOTE FIRE RATING OF WALLS WITHIN 12' PER IBC) AND 50% OF W w 0 W � 1, 500 SF �. - � o ��CONC �- s � � 4 / �\' ROUTE 112 9 WIDENING ALL ENTRANCES SHALL BE ACCESSIBLE SECTION 1007.8 IBC. DOOR LOCATIONS ARE NOT N I 1 FF ELEV=760.85 o e .$ U �I, F; o Gp �/ / SHOWN ON THE PLAN AT THIS TIME D s Q C z I POLE MOU D HANDICAP PARKING a/ a-- No b: 21 + C�'�� Fire Lane markings and signage is required of all fire hydrants, fire department I-- Q O \ Z ! SIGNS INST LLED PER VIRGINIA connections, curbing not delineated as parking, and all normal and emergency Q W W STATE COD SECTION 36-99.11. e 3° + access points to the structure. The contractor shall coordinate with the Fire lz�'\ -D N(� ZO I I (3 REQ'D) ° I BOO, goo +/ /��P�OOO�L��p �J Marshall to ensure these requirements are satisfied. .V .e v V dv O Q O� I PROP. CO ^J Q n m INV=753.50 g0' ° o'".<_ LJ �a °r + / '\\ 0 b SONG, S/W w�cq. ' >f ,( sr0 Q \\� l<, W W ° op O- 4 +/ / 0\ 9 Q °o � W_ 4 �'' pom• ��� / �/ % / OG' ���`� '�, �\� C�R.4PH/CSCALE -I b / Q� O� 20 10 0 20 40 2' FLUME I G-6 p0ADO +/ No Ag (� / �• PROPOSED 4" INV. IN=753.05 I �; C' +/ (/N FEET 9.00 / J 1 inch = 20 ft. I CORE DRILL NEW INVERT �A RELOCATED MTR BOX / ADJUST RIM TO PROP. I `'' ' , ' �O� ASSY W 1 " MIR / +/ / ELEV.=760.72 4" PVC SDR-21 8.00 b �h�•. / / � �EX. INV OUT=752.55 `ti D + // / ` ro SAN. CAT. I � / -' J +/ / 0 D( W/L AND SERVICES TO / + / / + / 35 B.R.L BE REMOVED/ A&4IVDON TRIP GENERATION UTILITY ET. 2 `v O;� CU PER FCSA REQUIREMENTS + ITE, 7TMEDITION ESTIMATES / �� -� 1, P G. 13 4 \ W QM NEW 45 BE / THIS SITE AT FULL WOULD c ERATE 522 DEVELOPMENT / ,0 '� / 00' 0 1-FH 1 ' 1-4 ' EL z / w - w w USE CODE. 710 150 / r / G� 5 - FH-1 ASSY / + / TRAM t ROP SIGIq EASMT D 0.0 / f \ P OP SIG�L ,� / 0 -- _ BAR �•••• I ROP �IG�N COCA N ,� 10 TRA --- ,� �- BOO, {SIGH+ O BE L ATED \ \� __---- - - - _ o -, - _ _ - _ C _ - G 3 QOS1DE OF LITY ESMT'S) 763.27 RIM = INV. I = 5 18 - , �\ 4 ---OUT 751.97 CONNECT TO EX --- - -- _ - -- SIGHT DISTANCE r _ PROSPER//y DRIVE ~ Q CURB MATCH I EXCEEDS 300' MEET &MATCH S S UNPOSTEDTSpEED UM/T l �� �s � 5�0 LINE AND GRADE / / EX. CURB Li �/ 4/ + + P�� Q� O�� OJ WV Off' IV CRI,OER N ! 2/ �V ' l�� 90 F`'�' ` SIGHT DISTAn�cE� � SHOO � /N `). 9 EXCEEDS 300' Of EY /NC /V I! 751, 0 \� /N a7-77 0 so • ZD OOO/�335 51. 8 J .401-0 DU4PSTER PAD __� AND ENCLOSURE L i�,, % PN 2/ 0 o � v. 20,00' csx RAILROAD R;;v N 41 °50' 12"E Storm Inlet Summary H- STIR top to Str. No. Inv. In Inv. Out Top E►v. Type Throat Spread(ft ) CUL out inv.(ft) 1 752.37 752.17 755.00 DI-1 - 3.48 2.83 2 754.64 754.44 758.78 DI-1 - 6.15 4.34 3 756.82 756.62 759.70 DI-1 - 5.00 3.08 4 - 757.24 759.85 01-1 - 1 5.00 2.61 5 751.75 751.55 754.85 DI-1 - 10.00 3.30 6 - 752.35 754.85 DI-1 - 17.00 2.50 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 752.17 752.00 17 15 1.00 CPP 2 754.44 752.37 104 15 2.00 CPP 3 756.62 754.64 99 15 2.00 1 CPP 4 757.24 756.82 42 15 1.00 CPP 5 751.55 751.35 41 15 0.50 CPP 6 752.35 i 751.75 120 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. LEGEND PROPOSED CURB & GUTTER . ... • ............. . PROPOSED CURB & REVERSE GUTTER .............. . PROPOSED STANDARD PAVED AREA (8' 218/2' SM 12.5A) . .. • • .. . PROPOSED HEAVY DUTY PAYED AF%e 21B/3' BM-25.0/1.5' SM-12.54)• • ' PROPOSED CONCRETE AREA . .. . . .. . . . . . . . . . • . . .. ` PROPOSED GRASS AREA . .................. - ZONING BOUNDARY • ...................... - ZB UTILITY PEDESTALS . ...................... - 0 10 EXISTING STORM DRAINAGE & STRUCTURE . . . . . . . .. .. . . - -- _ PROPOSED STORM DRAINAGE & STRUCTURE . ............ . PROPOSED WATER MAIN .................... - w EXISTING WATER MAIN • ............ • .... • ... • _.--__.- PROPOSED FIRE HYDRANT' ............ • .. • ... • - t PROPOSED GATE VALVE & BOX . .... . .............. 4 wi - EXIS7ING SAN. SEWER AND MANHOIF . ....... PROPOSED UNDERGROUND ELECTRIC SERVICE . . • . . . • E PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • • • T PROPOSED GAS SERVICE . ............... • .... G Q w G 1`N I CI �Q C J J o Z Q O 0 v O w Z N < (0 F_ z S UO (f)wC7 � N ~ Q Fo - wOw w -0 W �� , w V> �0 o a°�vw00 _ �U) 0.0 %b O Q 0) .� r` V Q � Ov N U) v7 N O 0 Q p p N o Ir Q CO obi a� > a� m N � rcj c 0 0 p a r- CG a C) +- U. N Ui O L 0) All + C (0 O a� CL W M w J F_ F_ N co z W s V) W �� o (1) U o Z � U o U LLJ H- U 0 CY 0 0 0 o � N CID O `- O > 041 O Eli 1r a ,- 0 w !(��+ LiN >>> O 0 Uj Q w 0 0 O F Q L U S (n Lr- Q) a) U Q) ` W o ou) M L) C) U 0w otj o � z0 cfl ,n �► Z o o C) E ____ --- - -------744_____________ ___ ---------------------- C S X RAILROAD R W --7--4- -tJ!746 ' 7/4-_--------------- ------------------.-..----_- -----_ ----------- --�------- _��_ �_ �_ �-_--_-__ ___ _ r� -- �_ ��___ __ _ _ _ _ �_ _��_��� -� - -- - _----__ __--------- - ----�- -_ -- -- -_- __----------`_`-- --__--- _-_-_-_- -_- _ -_ -- -_ -`" --------��-- ----��_�_„_���_w:-__-_-A--���_____---________-_-_-_�w4_-_--- ---______-----------------------------________--------------------------------------------- I- - - __----- -------------------- _____---- ---------- --__ rim -<4°il'1 7"F -_____ LOD • ' • ,," - • l--- s o� ■ s r ` u _ _v v rF■rC_ fG I \I u U7 5 V NY -7LC IC 755.35 -�Jr � - _____, , DEIEN77ON POND STRUCTURE COMfkE � , �h _� LOD R25,O�i s� ` _ �` I �� _ E -� OUTF t �� , , , PER ORIGINAL SI1F PLAN AS DESIGNED S�� f , % ( ,' BY GREENWAY ENGR POND TO ACT AS - \ �� i �� r"-' >>-------764-_----"' ,� ' / i r' _ _ ILT TRAP DURING CONST. CLEAN UPON I S F D / 1 - TO REM H } t` 4- - �= OHE OH`___ y^"'7 - _ �= , ' OHE ,�--- ; 0 T - OHE \1, 56f5t'J �__ E P 756.58 756.58 .18 `. 75�fi7,1\ 755_- _ ��r �' N/=750.29 MAN DOOR `S ,25 755.5 ` EX. POND OUTFALL STRUCTURE, 6 ACCESS STAIRS 756.67 C1 AND PIPE TO REMAIN. ,��� ® V 70 ' 1 757• ��`` OP Ip ADD TRASH RACK TO TOP/'OFT EX STRUCTURE AND DPRIS 756.85 756:85 - `�, CAGE TO 6" ORFICE'" / I 756.25 8WAREHOUSE - `,1 - ; '; ®� 1 LOD 60' 4,500 SF 16" ' MAN DOOR -,FF`ELEV=760.85r- ` 56.90----------- t ' ACCESS STAIRS -- -- I LOT 7 � o �� I F _ WAREHOUSE 75-(CA))-2P 0� 756.58 756.8 4,500 SF BEAN PROPERTIES, LLC 756.8FF ELEV=760.85 Ji N ST. #0500 757.10 60' ZO E: B_ 3 � , I MAN DOOR OFFICE AC ESS STAIRS 58.65 1,500 SF 58.25 FF ELEV=760.85 7 150 757.00 ® i `� a ,�Q,�c• ' 75 .5`0 04 `. 601 WAREHOUSE r ''- _ 760.85 60.85 CONC. S/W I -- 4.500 SF I `. 8.7 y FF ELEV=760.85 \ TO IP I II OFFICE o.75 `` �� W W -0 L4j 1,500 SF N- U) y ` IF ELEV=760.85 ! 60.Oct 5 CE 11,,500I SF 760.85 I/ CONC. S/W _ \i f� FF ELEV=760.85 Vo - I \ Z U 760. o r J7.. ' QxOQ / IP N *`. 760.7 I ; 760.3 �,� LOD / .. 760. 0 76(a80 60 760.85 v - I W \\ CONC. S/W WA4 760.50 - __ 60.17 ; /�� '� • �� �` \ �� \ \ \ 7 760.75 �r -- _____ 759.8 I ' 760.65 MAX. SLOPE NOT \ Q Q TOP TO D(CEED 2Z ` .--- 761.5 `�.> 61.15 L`' \-----------� I E��E 760.75 J1. Aj SF 62.00 W / / 2 105 TR * S 762.70 30,00' 62.6 P p 2.15 _ .2 7M&M EX. CURB --- _ Gam` CG •�/ / / / / 1 763.40 LOD SIGHT DISTANCE -- 'EXCEEDS 300' S S " ROU UNP OS1Fp SPEED LIMIT ` &M E`X CURBIRF "I Z> k �Q1 Q O c 0/ n . R4RAH/CSCWE 20 10 0 20 40 1N FEET 1 inch = 20 ft. SIDE ELEVATION ND 7W MIN, casTm GROUIII, NDL iC i�� i iC iC iC.� ��• �t�r t�r�t�t• •` a a ir i• TO SEMMENT EXTEND FULL WWH OF IMUST NGRESS , a OPERATION RE] SECTION B-B RUNOFF WATER SEDIL40 SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SNAIL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) T. SET POSTS AND EXCAVATE A 4 X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE MIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOA 4. RACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH, ZnLXRFABRIC ,�� W� I *10, from MUM CM LWJT IS1,111111MIMNT AMTER GRAVEL FLTM RUNOFF WATER �1 ►w,!...I r -_Z .Ts ra. r '� nl�lll=111!Img- 9PECMC APPLiCAnON THIS METHOD OF INLET PROTECTION 13 APMCAMZ AT CURB MOTS ARE PONDING IN FRONT OF THE STRUCTURE 19 NOT 1111MY TO CAUSE DiCONVEND*.NCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT /3, #357 OR 5 COARSE AGGREGATE. PLATE. 3.07-90URCE: VA- DS11C CULVERT INLET SEDIMENT TRAP WAN In PERSPECTIVE VIE W E'IL� ELE VA f SOURM MOM CAROLINA SONDIT CONTROL coLaas■ION NATL &W- SEDIMENT TRAP WET VOLUME 107 CY DRY VOLUME 107 CY RIP RAP TOP WIDTH B 2.0 HEIGHT TO OUTLET BOTTOM, Ho 3.0 HEIGHT OF BERM H 4.0 Permanent StabTnation: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 IN Tag Fescue per ac. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 FerbTaer per ac. 2 tons agricultural limestone per ac 2 tans straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabTize areas loft denuded for more than 7 days, but not yet at final grade shall be as follows: 60 Ibs German W'dlet per oc. (Way through September) 60 lb. Annual Rye per oc. (October through April) 450 lbs. 10-20-20 Fertilizer per oc. 2 tons agricultural limestone per ac 2 tons straw mulch per cc. Seeded areas to be watered and cared for as necessary to provide grass emergence. QW PROTECIION ................... IP (P 1J0 OF DSR#BgM................. IMEMINIMMEN DRM A6'E-DW ....................... PLATE 3.07- 0 0 c c M M I w _I \9-G1NIq cn -A Q 4k 3 0 �OZw O wat -0 O Q 100 Q pO wOw Wo ir w �a It V> C U �N0WW 0Z 00 - 0 (i U W w:-'_' W � L Q 0) (� CL CD Oa N Ln N -+, o o d Q (N O .- a otf a� > ai o� J � d- d �+ Q) _ d d N C te) C O O 3 0 a r` Ga- ' 0 C 1- LL 'N O L � L � M _ U) C vi O a) 0- w Z g a o .- o N to Z C)�J V) ail LL- O � C M C C U ZO /�w W Q o 0 F aW 0 _ o, > n. (n U_ (n (n o _ �' v N wCD O z M O C)U 0 z z y z I� CV Z d 0 w Q� U _ --I �• 0 C) - GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted specifications for all work to be in accordance with applicable Standards and Construction Specifications of Tie Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to an utilities. An damage shall be the contr ctor's responsibility. The contractor shall notify all utility companies 72yhours prior to construction. Call "Miss Utilit �q 1-800-552-7001. locations shall elevations and o stakeout. All dimensions, 3. The contractor shall be responsible for all construction be verified in the field by each contractor prior to beginning the work. The Engineer will approve all out sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com <http://www.fesa-water.com>. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and material. b. The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. C. The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. An Application for Service must be made and fees paid before work will begin. C. The Authority shall furnish and install all 519", 3/4" and 1" water services. d. For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly 9double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required. The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDO� Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety do Health (VOSH) Rules and Regulations. Q. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shalt be- responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. t I �11 i ! i, �k { !{ I rl1........... �.r ! ( Mill F i, EE r ,! r Back Creek Magisterial District V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within Iplus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subigrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present duming the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CO-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VOOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Frederick County, TMP*-, 75 Virginia ((A)) - 2_r B-3 Commercial IV Vicinity Map Scale 1 "= 2000' B, 1 �! . , / `.� 2006 :,,` Frederick County Sanitation Authority 1877 Virginia 22604 (540) 868-1061 P.O.C. John Whitacre rizo 404 Hillandale • • 1 65 6 •1-'. P.O.C.• Laing i P.O.C.o Adelphia Cable 1039 N. Frederick Pike Virginia 6111 41 667-0364 P.O.C. =. Shenandoah„ P. / Box 11 • a 4869-1111 .0 P.O.C.• • RESPONSIBLE LAND DISTURBER. - NAME: CERTIFICATION: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. EROSIG N CONTROL Prior {a, initiating,,,any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. r ® C Engineers. Surveyors. Planners. Landscape Architects. Approved by Frederick County Zoning Administrator 117 East Piccadilly Street, L� H DF N LD A. MISLOWSKY, JR, Z ED NO, 020674 Site Plan Approval Valid for 5 Years From Date Shown Hence Date csx RAILROAD F/W 6' OPAQUE BOARD FENCE WITH DOUBLE SWING GATE. SEE DETAIL SHEET 5 N 41 °50' 12"E (j- -- PROJECT SUMMARY TAX IDENTIFICATION DACAT10N NUMBER 7nnn n)-2P -----N----------------EE�11! L�--- IXISTING PARCEL AREA 2.000 acres DEVELOPED PARCEL AREA 2.000 acres ZONING B-3 ADDRESS 210 Prosperity Drive CURRENT USE VACANT 2" SM12.5A PROPOSED USE OFFICE/ WAREHOUSE DISTURBED AREA 2.0 ACRES � � _ 7GAS- 8 VDOT 21B REQUIRED2P�j(R WELL COMPACTED SUBGRADE FRONT (US Route 50) 35' 81' GAS y 5 _ GAS GAS GAS GAS GAS ----- GAS -- -- GAS GAS - -�V-G7 -6 GAS GAS RIEAR 15' 50'+ L-� PARKING 5' 10' D.B. 733, P G . 27 BUlLI]4NG HEIGHT 35' (MAX.} 30'(+/-) _._ _._�...___ e ' O ° � GROUND FLOOR AREA 18,000 SQ.FT. H 4 P�AG� �tN6-WAL-�--- H 0 - 3 H 0 - H 0 - �"~ - NUMBER OF STORIES 1 °, Q FAR ALLOWED 1 AROUND EX POWER POLE. G 24,00' SEE DETAIL SHEET 5 b , ¢ +► / EX.� PQ FAR PROVIDED 0.20 a o E X . a 5 POWER E S M T. - \ . �/ D8 58 , STANDARD PAVEMENT SECTION MINIMUM LANDSCAPED AREA 0.60 AC. (25%) G /� EX. POND OUTFALL Not to Scale LANDSCAPED AREA PROVIDED 0.74 AC. (37.2%) SNO TORAGEOP PERMITTED. J D B. 3 P 5 \ \ STRUCTURE AND PARKING REQUIRED PROVIDED r ��- h PIPE TO REMAIN - L OFFICE SPACES (1/250 SF) 18 24 O H E O H E H - O H E - 0 "\ -�-- / WAREHOUSE SPACES (1/EMPLOYEE) 9 12 OPEN TOP �, HANDICAP SPACES 2 2 0 �/j/C A,9C, 4 ' �6, 6 PVC INLET �� / LOADING SPACES 1 6 INV IN=750.32 / 1.5" SM12.5A TOTAL SPACES PROVIDED 36 F INV OUT=750.29 �, �JQS _ _ ?� _ _ v \ / \ _ _- __ -_ _ _ 3" BM25.0 PARKING LANDSCAPING S 60 PAVEMENT AREA 36,674 S.F. i 1p lO DUMPSTER PAD cs: / f 8" VDOT 216 PAVEMENT TREES REQUIRED 18 AND ENCLOSURE o . _�° / PAVEMENT TREES PROVIDED 18 2, t1 /� WELL COMPACTED SUBGRADE LOADING DOCKS INTERIOR TREES REQUIRED 8 INTERIOR TREES PROVIDED 8 I 771 C'11 < 4 Ic TOTAL TRES REQUIRED 26 NO C x WAREHOUSE b". 4� / TOTAL TREES PROVIDED 26 60' 4,500 SF - 20,00' 24A0 v / �� \\ \\ \\ \\ \\ \\ \ NOTES: O r LOADING DOCKS FF ELEV=760.85 e 1 4 Q 1. ALL SIGNS INSTALLED ON THE PROPERTY VMLL COMPLY VNTH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANC:. © 4 'a t � �/ / ��P 2 ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. - Z l 4 /ACCESSIBLEINIM M LOT 7 �, a o �, / �P �, HEAVY PAVEMENT SECTION 3. ALL REQUIRED EGRESS SHALL BE HANDICAP TO u I 2.0000 AC. 6 Q� /� �� " Not to Scale EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. -p -- Q 20.00 W/ 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL t -v WAREHOUSE 7 5 - ((A)) - 2 P Z. 4 , .� FEATURES EXIST. cD-� �' 4,500 SF BEAN PROPERTIES, L L C " o l�`' l % / J y�v`' 5. ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE r� FF ELEV=760.85 " c O / 4 / MARSHALL REQUIREMENTS. {I J i N S T. #O 5 OO- o \ / \ 6. ALL UTILITIES TO BE PLACED UNDERGROUND _____...._.. 60 Z 0 E: B 3 ?, 4 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF VARIES MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT IXq ED 1:20, 16,00 LOADING DOCKS 1T7`If ASSEMBLY / / VARIES �, OFFICE SET 3 BEHIND 4 / ROUTE 1129 &HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 1,500 SF CURBSIGNS- SHALL BE LOCATED 3z 4 FF ELEV=760.85 ,� \ 4� SAWCUT EDGE 2� 9 LINES. MAX. SIGN HEIGHT= 35 MAX. SIGN AREA=1. FROM FACE OF CURB A10 FT. FROM PROP. 00S.F. / PROVIDE TACKCOAT 10, FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING MILL 6"xl 1 f2" JOINT VARIES CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL I N C 2 STEPS X1 4 \ 1 MPy` 11. BUILDING SHALL COMPLY VMTH THE VIRGINIA UNIFORM STATEWDE BUILDING CODE AND USE �O / \ Q 60 P 1 ";1 GROUP S (STORAGE) OF THE INTERNATIONAL BUILDING CODE/2003.(200 CODES CAN BE F-cl oN \ . �° 4 A>� UTILIZED UNTIL NOV. 16, 2006 IF REQUESTED). OTHER CODE THAT APPLIES IS ICC/ANSI C� A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLANS SUBMITTED FOR t WAREHOUSE ° � :. ��� > sal �' �/ U. EDGE OF PERMITS SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. THIS INCLUDES i 4.500 SF 1 RELOCATE FH o 6'- PAVEMENT : y;:: STRUCTURAL AND SYSTEMS ON THE ASSEMBLY USE SPECIAL INSPECTIONS UNDER CHAPTER 1 FF ELEV=760.85 OFFICE �"' 4 1 1/2" SM 1 ,5A VDOT CG-6 17 IBC IS REQUIRED ON THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) NOTE THE 6 r 1-8 x6 WET TAP *CROSS SLOPE= 1 4:1 " NE BASED ON�TYPE OF TS IN CONSTRUCTION.602 OR FIRE RATING OF EXTERIOR WALL TO PROPERTY C.7 Wl _ w 1,500 SF N " " 3 BM 25.0 y cd FF ELEV=760.85 o ; /� \ BY FCSA OR MATCH EXISTING 8" 21B EXTEND 21 B 12 FIRE BARRIERS SHALL BE INSTALLED AT AREAS THAT EXCEED 12,00o SQUARE FEET UNLESS �" / ARE PROTECTION SYSTEM IS INSTALLED. O T"' "'� r �� Q 2'R C� WELL COMPACTED SUBGRADE 1 BEYOND BACK 13. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE TO A MINIMUM AREA OF RESCUE ON THE N = ---1 OFFICE 60 a . % O OF CURB EXTERIOR OF THE BUILDING (NOTE ARE RATING OF WALLS VMTHIN 12' PER IBC) AND 50% OF W W W 1,500 SF W: - p,.C.ORc::s/�v > '" �' ROUTE 1129 WIDENING SALL ENTRAN0 SHALL HOWN ON THE PLAN A8 THIS SECTION 1007.8 IBC, DOOR LOCATIONS ARE NOT N I l FF ELEV=760.85 " ! 3 tl Gco \ �' a ' Q 11�1E LA1�9 �^� m '� POLE MOU D HANDICAP PARKING o ' d ::9 o 21 �� / ��'�1� Fire Lane markings and signage is required at all fire hydrants, fire department I-- < 0 Z � SIGNS INS LLED PER VIRGINIA c ? � / / -�� Q ��' O � connections, curbing not delineated as parking, and all normal and emergency O �--� W W STATE COD SECTION 36-99.11. o ¢Q �" ° ! . 3, \ Q O Gj access points to the structure. The contractor shall coordinate with the fire (3 REQ'D) opVr* �040, O� / / �`.P�O O�' 40 �O� O� Marshall to ensure these requirements are satisfied. r., N 0 � PROP. CO > ' � c O \ D n m i INV=753.50 60' ' l"J c�i� / S W 1 ° q $ SONG Wry I . pf o boo / / / - �� /� ,` •��° 2' FLUME t ` G-6 I d� r'�o / Q¢ (�� 20 10 0 20 40 N �O O/ I PROPOSED 4" INV. IN=753.05 t c' "2A' / �� ( hN FED \ \3 1 inch = 20 ft. j CORE DRILL NEW INVERT - 9,00O* +�RELOCATED MTR BOX ! ADJUST RIM TO PROP. I w 0Q,' �R�nrOR ASSY W/1" MTR 4\ { ' \ r ELEV.=760.72 � 4" PVC SDR-21 l EX. INV OUT=752.55 SAN. LAT. ii 4 i �° I ..i 4/ / 0 �` EX. W/L AND SERVICES TO \ �0 T I _ - 35' B.R.L. __� BE REMOVED/ ABANDON \ TRIP GENERATION R (L I T Y E r `1' N-�! PER FCSA REQUIREMENTS 4 / / IITE, 7TH EDMON ESTIMATES 8 THIS SITE AT FULL DEVELOPMENT F' G. \ w a$o NEW 2' BE WOULD GENERATE 522 T.P.D. AO'N9 1-FH °`" 1-4 ' EL % W W __.. 4 G 1 0 5_1 ASSY 4 USE CODE 710/150 TRA EAS�M� �f ,- P O _ _ Slop SGI-�0.0 gBAR o, O ROP $LOCA /4 O TRA (SIG1)PD0 3E L ATED ;SIEF LITY ESMT'S) RIM=763.27 INV. IN=752.0_7_ r -T 751 97- �� CONNECT TO EX �� CURB MATCH SIGHT DISTANCE � r, � � PROOU ER1� DR/�E __ � �� �4 ''`EXCEEDS 300' MEET & MATCH �� UNPO 129 ob s� �S LINE AND GRADE EX. CURB ~�_� STEED SPEED L/M/T \ p \ \ / '� .. G '00 �_. If 41 F MV V ! 6 j 90 \ \ \` (� \ %r, �-,�`` dam' G� OC SIGHT DISTANCE � f Sy �E ! !l V 4: 'S1. gt1 \ EXCEEDS 300°IV /NS%iT? v 7..;; 90 -��- ..... r Y.... 225.00 ON Eo Stone Inlet Summary H- STIR top to Str. No. Inv. In Inv. Out Top Elv. Type Throat Spread(ft ) CUL out inv.(ft) 1 752.37 752.17 755.00 DI-1 - 3.48 2.83 2 754.64 754,44 758.78 DI-1 - 6.15 4.34 3 756.82 756.62 759.70 D14 - 5,00 3.08 4 - 757.24 759,85 DI-1 - 5.00 2.61 5 751.75 751.55 754,85 DI-1 - 10.00 3,30 6 - 752.35 754.85 1 D14 - 17.00 2.50 Culvert Summary Culvert Inv. in Inv. Out L(ft) D(in.) S(%) Type 1 752.17 752.00 17 15 1.00 CPP 2 754.44 752.37 104 15 2.00 CPP 3 1 756.62 764.64 1 99 15 2.00 CPP 4 757.24 756.82 42 15 1,00 1 CPP 5 751.55 751.35 41 15 0.50 CPP 6 752.35 1 751.75 120 15 0,50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. LEGEND i 0► Wrw r �� PROPOSED STANDARD PAVED AREA (8' 216/2' SM 12.5A) . ... - PROPOSED HEAVY DUTY PAVED AF%B' 2113/3' BM-25.0/1.5' SM-12.5A) � \ PROPOSED CONCRETE AREA . .................. . PROPOSED GRASS AREA . ................. • .. ZONING BOUNDARY . ....................... ZB UTILITY PEDESTALS . ....................... 0 M EXISTING STORM DRAINAGE do STRUCTURE . ............. _ _ =10-- = = = = PROPOSED STORM DRAINAGE do STRUCTURE . ........... . PROPOSED WATER MAIN . ............. . ...... _ W EXISTING WATER MAIN ....................... -- - - a W � - - PROPOSED FIRE HYDRANT ....... T PROPOSED GATE VALVE do BOX -►H-+ Wt- EXE TING SAW. SEWER AND MANHOLE . ............ • ..�-- PROPOSED UNDERGROUND ELECTRIC SERVICE . ............ E PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • • • •• T PROPOSED GAS SERVICE ..................... G J \�GIWIA O _l Q 0 ° wv �Ow O _ �o N�z N w0 � r a �0 WOW tLd 6 W v � a O �� `o a °ww00 v� Q U W -W L_ O Q rn v +2 co O v I L0 N-0 �o o d Q p p N 0 J IY Q cD c0 06 (V > 6 a) It d L- _I >' - �t - N C c o 0 v F- LL 'N O L � t1a � = Cn + C ui O � 0'n IO. Lw Z g CL Ac w J F- F- CV VJ Z W � s � � w D V Q Y in Z �8 o Y ~ MC U w 0 xCY- O co O O N w W O O >ZN O c w N O fW- L¢ w 0 0 c> Q U 2 o n Q. cn o cn 0 2 T 0 0 00 v U s}- U Z y ZO �n Z W � = J 0 0 U LL_ r 0 z [it (D LLJ In C:) r4 I -------- __�] - [L_ �__ I __ __�: I - E: __ L__ __ E-_ -- ---- 744 ------------------------------------------- 744 ---------------------------------------------- CSX RAILROAD R/W --- ---------------------------------------- : --------------------------------------------------------------------------------------------------------------------------------------------- -------746 ------------------------------------------------------------------------------------------------------------ ------- -------------------------------------------------------------- --------- --750- --------------------------------------------------------- ------------------------------------ - - - - - - - -- ------------------------------------------------------------------- --748--- ------------------------------- --------- (LO D) nSF -1 (LOD) -N-4i *.5 n'l 9 " F 1750 0 Uj cn :D 0 LLJ or_ cn < Ld W )0 E: N LL. 0 ::D .27m&M EX. CURB -7 5 2 0 -� 763.40 7 5 .97 SICH F 01S TA NCE EXCEEDS J00' .. ...................... VV IRF Wl/ ----------------- ----------- DE7FN770N POND S7RUC7RUIRE LOD PER ORIGINAL S17F PLAN AS DESIGNED BY GREENWAY ENGR POND TO ACT AS ou S 7 75 100 IL S T 7RAP DURING CONST CLEAN UPON TO OHE- /'o 756't13 PEr* OP ------------- qV I ET N /I N 0.32 756.58 N =750.29 58 60' q%6.25 755.5 EX - POND // OUTFALL STRUCTURE, - AND PIPE TO REMAIN. 756.6 757, TOP IP ADD TRASH RACK TO TOP///OF EX STRUCTURE AND DEBRIS AGE TO 6" ORFICE,/ @LOD WAREHOUSE 4,500 SF 'FIF ELEV=760.85 ----------- --------- LOT 7 Q Sz) 2.0000 Ac. 75-((A))-2P 0 AN PROPERTIES, LLC 0 INST. ZO E: 13-3 OFFICE 8.65 1,500 SF 58.25 FF ELEV=760.85 0 757.0 A� 75 )tkU 60.85 60P 85 CONC. S/W 8.7 0.75 60. r Q, C) ro LOD 60.1 :C-) �\� 0 SLOPE NOT (CEED 2Z ?i 0) N,) X J X Rol, 1'0 OD &M CURB 88 /17\1 ro 111� + A<-) I r'T, . a)?4R)V1CSCWE 20 10 0 20 40 IN F= I inch = 20 ft. CONSTRUCTION OF A SILT FENCE STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X** 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE 71YMPL EXMM OF POSTS, PAVEMENT MOUNTAKE DERM FILTER CLOTH-�' 6, MIN I Al (OPTIONAL) 7' SIDE ELEVATION EXISTING GROUND 70' MIN. Jill Jill T W MIK VASNRACK <13PTIDNAL) W MIN. EXISTM FLOW PAVEMENT 4 7- 3. ATIACH THE FILTER FABRIC TO THE WIRE 4. ShC*1LL AND COMPACT THE VOUT ft POSInVEORAINAGE W HIM. FENCE AND DMO IT INTO THE TRENCH. EXCAVATED SOIL COURSE AGGREGATE TO SEDIMENT TRAMnM DEVICE MUST QMW FLK.L WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW 12' WL 3 r MIN. ' 7� MI N, 7 P=M I, HIM, To =MIT ��3" MIN Y MIN. FnMILTEMR SECTION A -A 7 :V. 31. DOIENSION OF FASFOC AND WIRE INTO THE TRENCH. FILTER FABRIC REINFORCED CONCRETE DRAIN SPACE WIWRKE SECTION B-B AF! �11 j I a 11,7771 V -1 1777 11777. "1 rW 977-..�,Y,-7- V 71P i Ma il BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER -JIL-1 11 AN, � liftvl. ........... I F .1N Y" SEDIM _7"T SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY 19 NECESSARY TO PREVENT EXCESSIVE PONDING, AROUND THE STRUCTURE. 0 GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. GAAVRL CURB LWJT FJ2;TjrR GRAVEL FILTER RUNOFF WATER SEDIMENT --- j CONCRETE GVrrER W1RE MESH FILTERED WATER Ir CURJ13 INLET SPECIFIC APPUCATION THIS METHOD OF INLET PROTECTION 10 APPLICABLE AT CURB METS WHERE PONDING IN FRONT OF THE STRUCTuRE IS NOT LZMY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. 0 GRAVEL SHAIL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VL DSWC PLATE. 3.07-60URCE: VA, DSWC PLATE 3,07-e CULVERT INLET SEDIMENT TRAP W'gL' MO. is To TIM Oro= aw TAW� SM & 04r- &* &w=r,W PERSPECTIVE VIEW w1=1710sw P09 WARr I0~ NEWAML -CLAN Z RVW vow am 0 amim AWMWE 19. r PC"* ELE VA TION IIIOURM MOIrrN CAROUNA, SEDIMENT 0ONIMOL COMMINIM PLATL &06-,' SEDIMENT TRAP WET VOLUME 107 CY DRY VOLUME 107 CY RIP RAP TOP WIDTH, 2,0 HEIGHT TO OUTLET BOTTOM, Hol 3.0 HEIGHT OF 'AFRM- H 1 4.0 Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Itis Tall Fescue per ac. 12 lb, Annual Rye per oc. 1000 lbs, 10-20-20 FerbTizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seding will occur as the final phase of construction Temporary Stabilization: Seeding to stabiTize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 Itis German Millet per ac. (May through September) 60 lb. Annual Rye per oc. (October through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per oc 2 tons straw mulch per ac. Seeded areas to be wateired and cared for as necessary to provide grass emergence. I DIN109. DMIDE ....................... C:� 'D CD to 00 CID L01 E E cm 0 0 Z 0 U 0 (D 4) (D (D W z _j N I A Lu '?_' 9- - 11 0z _j 3. 0 0 W-4- Uj x 0 0 Z (+ in C)w 0 0 W as N 3 LL W 0 LLJ -60 x ir a. IA_ 0 4f 0 Uf /V 0 CL �_ nwn 0 0 '40c� Ld _j % a) to :t 4) L) 40 L_ M < C3 0 W 0 _j Q) 0 Z 0 :3 C/7) 0 Ld a M V) Ld D V) (n z M Ld 0 12� n U') 0 0 04 C) 0 r- CY- < (0 (0 _j C,4 1,41) C 0 -C (-) 11-- LL. z 44S am .j 0 z 0 0 z 0 0 W W t; :9 z 0 0 (0 z 0 2 04 V) �jo t 11 0 cr_ LLI > LLJ cr- M Uj .9 00 z te) 0 z z LLJ y z 0 0 F5 < 0 Ld _r Ld Ld (Y- _j 0 0 0 SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT, 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND TILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF I CURB I 8' GALVANIZED GROUI ROD. BOND TO POL #3 STEEL REINFORCE TIES ® l'-6" O.C. #4 STEEL REINFORCE BARS 1. 1'-8" LIGHT POLE FOUNDATION DETAIL LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8" 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6- BELOW GRADE TO PANEL DOTE: U UNDERGROUND WIRING f0 BE IN NON-METALLIC CONDUIT aao LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' ago LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. G'R,4PH/CSCALE 20 10 0 20 40 ( /lV FEET 1 inch = 20 ft. NOT TO SCALE Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips 1 � Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk —Soil well to contain water =��' `'` :,J •' UNAMENDED backfill soil • �♦ •.. b ,. i:. F.. :a.:.: i:V: ';; s'• .;: .��-•; t: a !: +. a' Widen and score hole wall : r ,Q,, Partially backfill, water to ~:-:; 4. settle soil, finish backfilling Remove container and cut circling Area for water drainage Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per cc. 1000 lbs. 10-20-20 Fertilizer per cc. 2 tons ag6cultural limestone per ac 2 tons straw mulch per cc. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 Ibs German Millet per ac. (May through September) 60 lb. Annual Rye per cc, (October through April) 450 Ibs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per cc. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING ,SCHEDULE SOTAN/CAL COMMON NAME SIZE AT PLANTING SPACING QUANTITY ACER R09RUM RED MAPLE 2" CAL. ®6" HIGH AS SHOWN 13 OUERCUS PALUSTR/S PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 13 ILEX CRENATA "HETZ/I" HETZ HOLLY 36" HEIGHT 3' ON CENTER 80 ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES, PEDESTRIANS, SHOPPING CARTS. DEAD OR DYING VEGETATION SHALL BVE REPLACED AT DIRECTION OF ADMINISTRATOR. REPLACEMENT SHRUB SIZE CONSISTENT WITH TART EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. REPLACEMENT TREES AT 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. A Y O FUZ -1 k 3 �aZ Q O O W 5 -O W Q (O 'Co Z UO U WWLn O w _ w LLO Omoo _ V (n i(. -Fj U d � Q rn V Q � r O a I N C) � N� : Q 0 0 N 0 d 00 —I tY Q c� J .N Q) N N � o 0 a Q Z :5 0 CL Z 0 Q Z (U = 0 Lr) � wJ b Z W R F_ 4 5: D Y o V) C� Z �e o Y ~ Mo c� w 'D ,. 0- ­Z' Wi! (8, o O 0 �o N w � Z O 0 O N Q N LL_ 0:: � O W >- m � � Z F w > wR aV w J 0 z T O C a U) W � � a 4) a U U) CQ ZO o Q U O z Z o V Z N T2-; W � = J t 0 0 E Botts joints of the fitting shall be restrained. In addition, all Joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SiDE JOINT PVC DIP 6" 8' t0' 12' 6' 8" 10" 12' 6' 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 to' -- -- -- 40 _- -- -- 20 F•:5.,. Yti, ♦;; �, a . x ..w: az In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 8' 8` 10" 12' 6" 8" 1 10' 1 12" 60 60 80 too 40 40 60 BO VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- V) Z w Q u� M r1 .-4 d 0 N M CD 0 c°g a L rn c Lu 0 CL N n. SEP 05 rLf-rLr-� irn to restraining each joint of the tee, (1) any joint 9within the recommended length on the branch ) piping shall be restrained, (2) any joint that falls rec ommended length of the run (straight through) .r) shall be restrained. A cross shall be restrained per a toos requirements for Lb. A wye shall be restrained per a tee's Lr and a 46° bend's L requirement. RESTRAINED LENGTH OF PiPE (Ft) TEE PVC — DIP r X b Lr Ib Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE , PVC.._. DiP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 x 8 20 20 20 20 12 X 6 20 20 1 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6' 8' 10' 12' 6" 8' 10" 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 1 20 1 20 1 20 1 20 1 20 F 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 05 DOWN BEND DEPTH 4 FT. MIN. I [— Ld� DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. \ On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any Vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN, 5-12 FT. 4 FT. MIN. 5-12 FT. SUVTff DEGREE• OF BENDS Ld (DOWN) Lu (UP) SIZE/ M DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PVCIDIP 45, 225 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DiP 45, 22.5 & 11.25 20 20 8' PVC 225 & IIZ 20 20 12' PVC/DiP 45 1 40 20 8' DTP 45, 225 & 11.25 20 20 f2' PVC 2Z5 & 11.25 20 20 to- PVC 45 40 20 12' DIP 1 22.5 & 1125 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- 6" PVC SDR-21 WATER LINE 0+00 FH-1 LOCATED AT ENTRANCE GRAPHIC SCALE 0' 50' I INCH = 50 ft. HORY.. I INCH = 5 ft. VERT. LEGEND, BORDER — WHITE (REFL.) BACKGROUND — RED (REFL.) STOP SIGN -- DETAIL NOT TO SCALE TANDAIN STOP BAR STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 38-16, PAGE 3B-25, WEEP HOLE WITH 12"x12" PLASTIC HARDWARE CLOTH 114" MESH FIRMLY ANCHORED TO OUTSIDE OF STRUCTURE. V.D.O. L 157 ---. Is" MIN. J rrccr to v.L,. 14 18" O.C. T - METER SIZE METER BOX METER BOX COVER SW x 3/4' or 3W 18 in. Da. Non Tralflc 74M32CRG Trefflo A32HH-T 1° 24 in. Dia. Non -Traffic MC-30 Q:'r") WiTH RMIr1 T Crop Lid) Traft MC-30 (Frame) WiTH AML-12 T (Top Ud) coPP�rtta�rrl:R meter Opposite Side Same Side 5/8' x 3/4' VSHC72-18WD44.44-B4 V13HC824OWD 44-44.84 We VBHC72-15WD-0-44-84 VBHC82-18WD4444-84 f° VBH074-15WD4444-84N/A- I' CHAMFER FG = 'y POWER POLE WALL .T PAVEMENT 4-15 14" O.C. oo� �LGy_i U) J T J 4 3 OZ CZCr Z O to Qr, LU w�Z 0 S CJO �W(7 �+ N 0 LL LdO W W , w �d Li 11y c V O 4f o �0WA00 V (n CL r� U rn co t L0 -U O O O N O <t: c0 c!J N +`� r6 to c O O Ln O 1,- (\ v I— LL tJ7 V) V) Li j � Q L O X s 0 M w J Df' w Ln W U) LJ LL 0 tl) w I0 J O Z t- 00 r �w O� Z Y Z 0 � _r J 0 U l� 0 SB' (W 0 �0�. O o0000O00 0000000 ° O o° 00 o OOOp0000°00 0 00 00 ° o °oo °0 p40�0 O 22 l/4' <tfiO HOPE PIMW 0 0 ;' 00000 v ---] 53 1/2' <typa Isometric A Top View A Trash Rack Assembly PINW«t 1/4. HOPE sw bolas in E r i r .• " 1/4�ttON p1at0 HDPE trtrUaWral pIOI#f0 �1., �3 ^9� 4 P EW `� by PbWa Soluftw Irm W-722-4604 540-722-40" Nt fud"tt"ne. 21 Ile VDOT eta �-1 cone. EEKE]EAM0 HOPE rhva4lr°I P{oet{a � and 1/4 ptoft Section 31 MmOodwod��,yoyp� 6D4 Solue" Ina. 94722-4 13' 0 � Top of Tiser 4r rolWoroed ootx0llEe pip0 0 VDO'F Ltd. EW-1 [1%41 0 errs Elevation Elev. A -A MOTET CUSTOM SIZES AVAH em H- UPM REQUEST BMP DEBRIS PLATE & CAGE PLA07C �. moo" SOLUTIONS n am PART NO 48" PYRAMID TRASH RACK PLASTIC Pa "we � SOLUTIONS �, H- VA MO INC. 6*o- a- M 48 T= CONCRETE RISER INC, 546-722-4% PAY LINEA C ..i 9 ( (C f SKRT SECTION APLAN ELEVATION SPEdI1CAT10M DIAMETER SCE LUG ROD ALTERNATE CONNECTION OF TN4F.RTART .lP QMPT A I Al AMIRM ZI/i1 SLOPE TYPICAL CROSS-SECTION ES-2 ,;. 11111R.-IM M: N mow i�,j ■RF.=" E`sZ A'i 11111OWN-3iNFiOF7=NN=NOMM NW..'r'2M ICE:�1lj:+rl���i'ils�:.>♦E7-i��"iiZFi; E� t■� ■real s� �r..aMl ��I rrrall �� ����T..T�i.•�%.i ��Tr..-.'ii�11C��1i'is��:"�161�_lltl''.Sill�i NOTES- 143 � L T� 1 15 1l td i4R 12' ip sDL I>fAiET�ER�P°K Ai DZ w°• 22r FOR2 9(RT SECTION 12" TO 3(' DIAMETER PIPE TO SE MADE IN ONE PIECE. 3. RlYETTSECTION IM 080LTMO ONTCEN;TER' LIIErR MAY BE PIPE TOTED HMTjO�TS .TOWED BY 4• CONNECTOR SECTION, CORNER PLATE 4O TOE PLATE TO BE UK SHIEST THICK)ESS AS SHIRT. 8. END•SECTIOM AM FMINGS ARE TO BE STEEL r'OR USE MtTH STEEL ME. 8 EWWCTONSAN D FfnNN ARE To OE ALMA U M ALLOY root UN WITH A,MINJN ALLOY ppL 7 p STALLUM b, PC•l OR AN A/ tOEW-SECTVW PLASIC EMADET�flONYMAY 8E IK UKOJ"P.IFOPLA4THC PfPE SIZES 8. NEARED ENO-seCTta/l ARE TO BE Lao MITI ASPHALT COATED AND PAYED METAL ,CID SECTDI6 00 NOT NEED TO BE COATED OR PAVED. FLARED END -SECTION FOR 12"-60" CORRUGATED PIPE CULVERTS 302 VIHGSM DEPARTMENT Of TRANSPORTATION REV. 710 102.03 yT SECTION CAST IRON SECTION STEEL NOTES 24/:' x 1/4' 1. DEPTH CF MET M TO 13E SHOWN ON PLANS. 10'-4" long FOR DEPTH GREATER THAN 10' USE STANDARD OI- IA B 6 2. THE "H" DI ENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL K NEASuRE0 FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. we4da<! t PLAN 'N" DIMENSIONS ME APPROXIMATE ONLY FOR E3TIIATNC PURPOSES ^40 THE ACTUAL DIMENSIONS SHALL BE DETERMINED By THE CONTRACTOR FROM FIELD CONDITIONS. Weld all 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS rs catnectore TO BE SHAPED N ACCORDANCE WITH STANDARD to colt is-1. THE COST OF FUMISH M AND PLAM ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. 4" 4, INTtH THE EVENT E WVERT OF THE O}TFALL Stud Shear PIPE IS HIGHER THAN THE BOTTOM OF THE tomwetors SSS�TRU`CTt1RE THE INVERT OF THE STRUCTURE PHEYEHT STANDING OR P8� G Of MORTAR IN THE STRUCTURE. THE COST OF FtBtNIS`NNG AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO NE INCLUDED N THE 8W RRIa FOR THE STRUCTURE. SECTION B-B S. STEPS ARE TO BE PROVIDED WHEN H IS 4*-0- " OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMENSM)K FOR COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. M 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT f D Hardware CIO 2' 6" TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD 3" O1w.+ster weep tole r- - T•01-3,4 FOR ALTERNATE DESIGN, g p' See Note B N 6. s" aAMETER WEEP MACES WITH ,2"x14" PLASTID HARDWARE CLOTH 14" MESH OR GALVANIZED _ t O IO War _ �" """ '� � ° - D. Co�. --4 "depth Agar. 168, a 78 a 12' IB x 6" width t2" MS'-� ar 4 • D. ' Q ° ©'► C DDDDDDDDDDDDDD ,0 ,� DDDDDDDDDDDDDDN =�. DDDDDDDDDDDDDD DDDDDDDDDDDDDD STEELHI,MBE W HARDWARE CLOTH AER NCHOkO FIRMLY TO THE OUTSIDE Or THE STRUCTURE. 9.CAST(300 N PLACE CONCRETE R TO 8E CLASS Ap3 4D00 pig) PRECAST CONCRETE 13 TO BE IO. ANY ALTERNATE METHODS OF ANCHORAGE YTING THE BE SLSSTIITTUTEOAFOR THE AST IRON MAL OF THE ENGINEER LUGS AS SHOWN HEREON. SECTION A -A CONCRETE QUANTITIES FOR MIN.DEPTH�I.e 12" concrete pipe - 1,440 Cu.Yds. Concrete SECTION C-C SECTION D-D IV' evivete pipe - t•628 Cu, Yds, Concrete IS" eonorata pipe - 1.620 Cu. Yds. Concrete 24• tomato ptpa - 1.817 Cu. Yes, Concrete GRATE DETAIL Add 0.469 Cu. Yds.per additional toot of depth. APPROXIMATE MIGHT Cat Yon Grate 363 ± 18 Ibs STANDARD DROP INLET" 12'' - 24" PIPE. MAXIMUM DEPTH (H) 10' 233 104 O1 VA(MiA OEPARTNENT Or TRANSPORTATION 302 765 760 755 750 ►©, PROP GRADE EX G ADE r' C'2 9g C4 , 104' ®"2C P ® 1.0 % % _ 15" C P 1$" CPO Cl 0 1.00 % U Ly _ N V U t\ U14- 04 � tLi'��# M cV to CN 00 c0Nt � �t Lo n r If �u�, p o6n II `' rt� it zo it - CV;r, II � ?o r it Q it ? f41 I od.t�Z d > ��in z z z ________ �. X-R ?_._ _ 5 CD I o wU+ - 0+00 L �ul n Dor it O N�Z 0+50 1+00 1+50 2+00 2+50 760 755 750 `5> EX GRADE _ PROP GRADE C1 C120'- " ® 0.50 % V cD U U � r- r• 1 U-) oZ �z I DO � + H- II ?O zz_ -_. _ o i to W �. 0+00 GRAPHIC SCALE' 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft, VERT. INSERTABLE SHEET A86 PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL--� TOP CF FLL'-� TOP OF FILL GROUND NEI►w� HL GROUND LIE N _ --tSIMUINi L1NE H rrrrr rrrr rrI/I r.+ir �EARTH ROCK ORd 0.12" LI YI LOINC 0.12' �EARTH 1012 d d. ' 4" , DJ2 0/2 �•---- � 1 b MAT MN. V1D 0� } �BEDDINGTEL L.- MN.1110 0 I x X MR x 0- *^1 % HAT -7tH7 X Ir-0 -�1 x "�"' 6"' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX. ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL Pr E PROJECTION ABOVE GROUND LINE MN 1.3 r 0 1• s 11r 1.D x O 0". 1.3 x t 9 >< 0_ - �t MIN.1.S TOP OF TOP OF FILL FILL l- l� TOPOFOF FII OF --- /r rr/rrrr rrr r rrrrrr = = rrrrrrrrirrr rriirrr/r/rrr -- •" riirrrrr/ir rrt�rrrrrrr r r rrrrr rrrr �_ � r rrr//r 4 rr r rrrrr rrrr arrrrri ' rrD_ r� 0.O" LINE 0.12" r rrrrrr LINE D•11 j, .- /rrrrrrri rirrrrrir 1_ /Hr/rlrr d rrrriiirr d dig = d r' rrrrr ,2 LF"UND [Tj EMT" � �/��I r r �dROCIK on b/ L• 4 INN. V id 0 X h _ D x MATERIAL MN. 1l10 D INYIELDNC MN. t4 0 •' x -- D x BEODNG 14ATiRIAL EARTH H "PER NORMAL EARTH FOUNDATION a H ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX, 24" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL N ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE FOR PLASTIC PIPE. THE LIMITS OF THE CLASS I BACKFI.L MATERIAL SHALL 6E CLASS I BACKFLL MATERIAL N ACCOROMICE EXTENDED TO 12" ABOVE THE TOP OF THE PPE. Im3PECI►ICATI01". WITH SECTION 302 OF THE ROAD NO BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING SEE INSTALLATION OF PIPE CULVERTS �M 107.00. v REGULAR BACKFLL MATERIAL N ACCORDANCE AND STORM SEWERS GENERA, NOTES SHEET WITH SECTION 302 OF THE ROAD NO BRIDGE SPECIFICATIONS. ® EMBANKMENT 'SHEET IOf 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "All 302 303 VIM" DEPARTMENT OF TRANSPORTATION 107.01 0+50 1 +00 T L0 NO 00� 0.r- DLO I, C� II a +oz 1 +50 760 7 ® II ?e 7 o �_ DOS Z: 0+00 GRADE PROP GRADE N U Q c C C.' \ 00 \ L CD 14 Z W \�GtNlq cr) y . Y � 4 J _1 Q C, owv �Ow Moo 5U.10 r Q �O wow W , a w �a W � C U O °ww00 rn I` 1 O O d N O Q cfl c0 > (N + r� rl j re) COO U h- U. Lj sss j V) 0 Q. 0 w J H V) Uj V) Z U M W O x CL N � O l� 0 � a a W � W ow � U) V) LA_ r O (n zp Q O � 7) L� I r z z o 69) z W af _ -� o a U L� •- cn w 0 f f a 0 0 M 0 M 0 0 a rn C w 0 Ln 0 N �4 a CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted specifications for all work to be in accordance with applicable Standards and Construction Specifications of Tie Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Util% 1-800-552-7001. 3. `the contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com <http://www.fesa-water.com>. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and material. b. The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final. grade. C. The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. An Application for Service must be made and fees paid before work will begin. C. The Authority shall furnish and install all 518", 3/4" and V water services. d. For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly 9double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required. The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Q. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Back Creek Ma,-' gisterial District Frederick County, Virginia 1 f t MWE", Proposed Use: Commercialal V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19• Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VFM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present dunning the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VOOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. IV Vicinity Map Scale 1 "= 2000' . 1 '1: :` 1 0 Sanitation Authority rederilck County Virginia 22604 0 . 'Whitacre Verizon 404 Hillandalei. Virginia 1 • " •, 22604 • C Cindy Laing 1, P.O.C. Terry Person Adelphia Cable 1039 N. Frederick Winchester, Virginia 22601 41 ' 6 , 036P.O.C. Shenandoah P. 1 Box 2400 Virginia 1 869-1111 22604 P.O.C. •: RESPONSIBLE LAND DISTURBER. - NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS, EROSION CONTROL 1. Prior to initiating any land disturbing octi dy, A will be necessary to schedule an on -site pre -construction meeting with public rft staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Deportment of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6° topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. I Engineers. Surveyors. Planners. Landscape ® Architects. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date r-roject Number: 142050-1-0 sa 1 of 6 neest Number PROJECT SUMMARY j I TAX IDENTIFICATION NUMBER 7 C S X RAILROAD ----�1 � tt�}W------------ EXISTING PARCEL AREA 2.000 acres 000 acres DEVELOPED PARCEL AREA 2.000 acres ZONING B-3 ADDRESS 210 Prosperity Drive CURRENT USE VACANT 2" SM12.5A PROPOSED USE OFFICE/ WAREHOUSE DISTURBED AREA 2.0 ACRES 8" vDor 21 a SETBACKS REQUIRED PROVIDED 1 5 4' WIRE FENCE WELL COMPACTED SUBGRADE FRONT (US Route 50) 35'81 5 -- GAS GAS GAS GAS ---- GAS GAS ---- GAS GAS GAS ----��V=G7 6- GAS GAS REAR 15' SIDE ' 61,+ BUILDING HEIGHT 35' (MAX.) 301(+/-) GROUND FLOOR AREA 18,000 SQ.FT. /� - ` M \\ \\ gJ ` \\ \\ \ NUMBER OF STORIES t - HO 3H0 - 3H0 - Q I / FAR ALLOWED 1 m X.� 5 pp E FAR PROVIDED 0.20 / 5s,�, STANDARD PAVEMENT SECTION MINIMUM LANDSCAPED AREA 0.60 AC. (25%) 6 5 y POWER R Il/i T - . De EX. POND OWTALL 4 Not to Scale LANDSCAPED AREA PROVIDED 0.74 AC. (37.2%) D,B. 583, PG. 585 I STORAGE PERMITTED. J� �S ` S1RU'CTURE AND _._. �� - PARKN REQUIRED PROVIDED - k h PIPE TO REMAIN _ ____ OFFICE SPACES (1/250 SF) 18 24 O H E --- O H E �b H - O H E - 0 �- / WAREHOUSE SPACES (1 /EMPLOYEE) 9 12 � �O,QO NG' S, __ (-OPEN TOP �' � HANDICAP SPACES 2 2 c� J�C �,9C, m ��, 6" PVC INLET / LOADING SPACES t 6 1 S',O�C F7 INV I N = 7 50. 32 / J 1.5" SM12.5A TOTAL SPACES PROVIDED 36 F INV OUT=750.29 PARKING LANDSCAPIN 604 3" BM25.0 PAVEMENT AREA G 1,674 S.F. 0 DUMPSTER PAD 8" VDOT 21B PAVEMENT TREES REQUIRED 8 AND ENCLOSURE / �1 / WELL COMPACTED SUBGRADE PAVEMENT TREES PROVIDED 18 INTERIOR TREES REQUIRED 8 LOADING DOCKS INTERIOR TREES PROVIDED S sA'90�, �OF ry 4 / . TOTAL TREES REQUIRED 26 TOTAL TREES PROVIDED 26 _, WAREHOUSE 20,00' 24,00' / 4 '� �� NOTES: I 60, 4,500 SF ca to \\ \\ \\ \\ \`� \\ \ r ro m 4 Q 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE LOADING DOCKS FF ELEV=760.85 O / REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE to �'O o t 4 ��Q' Z ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3 - Z o O / 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM z �, LOT 7 Q8 = �, / / �P �� HEAVY PAVEMENT SECTION EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE 2.0000 AC. 6 Q� /Cb 4 �G� "� Not to Scale 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL cn -o ._ 20.00 W �/ / / S �P D ��, WAREHOUSE 75-((A))-2P n Q / 4 yAN FEATURES EXIST. m �" 4,500 SF BEAN PROPERTIES, L LC - o �/ / / 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE FF ELEV=760.85 INST. #0500 _. o � �1 / 3 MARSHALL REQUIREMENT'S. Jo / / % 0 6. ALL UTILITIES TO BE PLACED UNDERGROUND 60' N ZO E: B - 3 ?, V 4 / 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF 16.00' LOADING DOCKS b 1A ASSEMBLY / / VARIES MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. OFFICE VARIES �„ SET 3 BEHIND � / ROUTE 1129 � fD. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 1,500 SF CURB % 2' 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. _z ` FF ELEV=760.85 ° o� 4 / PROVIDE ETAACCKCOAT LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. �` 10. FlRELANE MARKING SHALL BE PROVIDED AT ALL FlRE HYDRANT AND THE F.D.C. THE STRIPING I\D(' I MILL S"j" xf 1 2 JOINT I � .. � � � _ i '� CURB PAINTING AND SI(�IAGE SHALL MEET THE REQUIREMENTS OF THE ARE MARSHALL. N o 2 STEPS Xj / VARIES , 11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE J Tv / , . ,; • � �O / / GROUP S (STORAGE) OF THE INTERNATIONAL BUILDING CODE/2003.(200 CODES CAN BE M1J 60 UTILIZED UNTIL NOV. 16, 2006 IF REQUESTED). OTHER CODE THAT APPLIES IS ICC/ANSI Cr1 A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLANS SUBMITTED FOR >j WAREHOUSE p � ...S/� a ' , s�'1 ' IX. EDGE OF PERMITS SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. THIS INCLUDES 4.500 SF 1 RELOCATE FH PAVEMENT STRUCTURAL AND SYSTEMS ON THE ASSEMBLY USE. SPECIAL INSPECTIONS UNDER CHAPTER VDOT CG-6 17 IBC IS REQUIRED ON THIS TYPE OF STRUCTURE. (SOILS, , 6' �� CONCRETE STEEL ETC.) NOTE FF ELEV=760.85 r OFFICE 1 1/2" SM 1 ,5A THE REQUIREMENTS IN TABLE 602 IBC FOR ARE RATING OF EXTERIOR WALL TO PROPERTY U L J -'� o cu 1 1,500 SF �/ 1-8"W' WET TAP *CROSS SLOPE= 114''1' 3" BM 25.0 LINE BASED ON TYPE OF CONSTRUCTION. z D om, OF ELEV=760.85 � . ° � ; BY FCSA OR MATCH EXISTlNO 12. FIRE BARRIERS SHALL BE INSTALLED AT AREAS THAT EXCEED 12,000 SQUARE FEET UNLESS 8" 21 B EXTEND 219 FIRE PROTECTION SYSTEM IS INSTALLED. N U r--► 7 OFFICE r 11 60' .• 8 2'R 03 WELL COMPACTED SUBGRADE > FT BEYOND BACK 13. ALL REQUIRED EGRESS SHAH. BE ACCESSIBLE TO A MINIMUM AREA OF RESCUE ON THE ry O = I y e O / �G Of CURB EXTERIOR OF THE BUILDING (NOTE FIRE RATING OF WALLS WITHIN 12' PER IBC) AND 50% OF I I FF E1,500 LEV=7so.85; >°oo' s' 'v ROUTE 1129 WIDENING ALL ENTRANCES SHALL BE ACCESSIBLE SECTION 1�7.s IBC. DOOR LOCATIONS ARE NOT ° / / p . �, / SHOWN ON THE PLAN AT THIS TIME O ..3 0.. t.tf' + /// �� LA1�8 �' POLE MOU D HANDICAP PARKING l NCI s a.� / '�� '1 Fire Lane markin s and signage is required at all fire hydrants, fire department 1- .� 0 \ Z SIGNS INS LLED PER VIRGINIA w a l:o. /��� Q !� connections, curbing not delineated as porl(ing, and all normal and emergency O " W LaJ STATE COD SECTION 36-99.11. o �, 1 0 access points to the structure. The contractor shall coordinate with the Fire ---1 Z U i (3 REQ'D} otw DOD, g00 / ��P¢o o�'c�C4 0� Marshall to ensure these requirements are satisfied. A PROP. CO > . 4 .. O �J V O n m 0 i INV=753.50 60' � � 'mac•.=�:.�_ lJ� °t� -Inn . S/,IN ;wry , dr �0 / 1�,�` '\' �✓ 00 O ion ' GjQ 0 �b' �� QoQ 20 10 0 20 40 2 FLUME I G-6 % 00- �/ 1 _ I ZL`" / PROPOSED 4" INV. IN-753.05 � 0 9,00' t � / / 4 �� (1N FEET � = CORE DRILL NEW INVERT RELOCATED MIR BOX ADJUST RIM TO PROP. W ,00' �gEN�R ASSY W/1" MTR �.� / 4� � � 1 inch 20 ft. ELEV.=760.72 ,4 4 PVC SDR-21 EX. INV OUT=752.55 `v I �' SAN. LAT. I / ! l J i 3 CC W/L AND SERVICES TO / / / 4 I 35 B.RL _ / TRIP GENERATION % / �` ,2 0 UTILITY � Tl L! TY _ _ _ BE REMOVED/ ABANDON 8 r- ? { ` � - � W _� PER FCSA REQUIREMENTS �/ 4 ITE, 7TH EDMON ESTIMATES /'' '01 THIS SITE AT FULL DEVELOPMENT / �, 4 P 3 „$�, - NEW 45' BE WOULD GENERATE 522 T.P.D. � / W -�. z, ,00' 0 5 _ 1 1-FH ° `' 1-4 ' EL ` _ / W ---- w w USE CODE: 710/150 _ ASSY TRA �f O - TR A BA4 ��- G ; G TRIM=763.27 - ` �� -1r INV._iN=75 2-07 INNS. OUT=751.97 -- `� SIGHT DISTANCE PROSPERITY` pR �E �-- ' EXCEEDS 300' MEETEX. CURBATCH S � UNPOS 2DT SpEEO LIMIT 60' R.O.W. WV o � � C�jD (�A�,J_ F j NV //�/�3' sQ ofb , ANC /V 0 7S1. go o /VST U T1 �OIV T 00013J,5 7Sl • 80 osln O 111E_P,4119 6' OPAQUE BOARD FENCE WITH DOUBLE SWING GATE. SEE DETAIL SHEET 5 6 � - - GAS L D.B. 733, PG. 2 " . H O --RLAG1= A- -RE- "G-WAL-�-- AROUND EX POWER POLE. 24,00' SEE DETAIL SHEET 5 NO OUTDOOR J? N41 °50'12"E EASMT ROP �N LOCA N ,j �Op, (SIG�ft BE L ATED O�iSIDE OF LITY ESMT'S) CONNECT TO EX CURB MATCH LINE AND GRADE It y SIGHT D/STAN'E"` J E j� �Q 1`�, T 4 EXCEEDS ,300' \ r 0 �QOET �r Storm Inlet Summary H- STIR top to Str. No. Inv. In Inv. Out Top Elv, Type Throat Spread(ft ) CUL out inv.(ft) 1 752.37 752.17 755.00 DI-1 - 3.48 2.83 2 754.64 754.44 758.78 01-1 - 6.15 4.34 3 756.82 756.62 759.70 DI-1 - 1 5.00 3.08 4 - 757.24 759.85 DI-1 - 5.00 2.61 5 751.75 751.55 754.85 DIA - 10.00 3.30 6 - 752.35 754.85 1 DI-1 - 17.00 2.50 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 752.17 752.00 17 15 1.00 CPP 2 754.44 752.37 104 15 2.00 CPP 3 756.62 754.64 99 15 2,00 1 CPP 4 757.24 756.82 42 15 1.00 CPP 5 751.55 751.35 41 15 0.50 CPP 6 752.35 1 751.75 1 20 r 15 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. LEGEND PROPOSED CURB do GUTTER . .................. PROPOSED CURB do REVERSE GUTTER .............. . PROPOSED STANDARD PAVED AREA (8' 2113/2' SM 115A) • • • • • • • - PROPOSED HEAVY DUTY PAVED AREA(8' 218/3' BM-25.0/1.5' SM-12.5A)-Yfi PROPOSED CONCRETE AREA . .................. - ' PROPOSED GRASS AREA . .................... ZONING BOUNDARY . ....................... ZB UTILITY PEDESTALS . . ° ...... .............. 1 a IJ EXISTING STORM DRAINAGE k STRUCTURE . • ........... - _ = = PROPOSED STORM DRAINAGE do STRUCTURE . ............ PROPOSED WATER MAIN . ......... _ W EXISTING WATER MAIN ....................... -- -a PROPOSED FIRE HYDRANT ...... • - PROPOSED GATE VALVE & BOX ...... W! EXISTING SAN. SEWER AND MANHOLE . ....... • .......- PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • • • • • • • • •• E PROPOSED UNDERGROUND TELEPHONE SERVICE . ............ T PROPOSED GAS SERVICE . ................. • • • G -�oevon�o -iJ�ZaOWW-NZ0VI WijowLAJ�a0Il Z g CL w J N Z W s D Q Y Z 10 o Y ~' o W L) w O loci a 0 0 0 (R +a O CD N O w W Z � w O '- O (� V) � rN � c o N > > x �W Lid w >, 0, > (_ Z Q L L) = o v c 0.. (n (n (n c �' th o Ug U Z o Zo w rr = 1750 i _ -----------------------r C S X RAILROAD R /W ---------------------------------------------------------------------------------- ------------ ------------- fool i .--------' sF - �f , 5ro' C L ! i f Cn = O T � I_I_I i I z Lj )0 i 0 l W . 2 i M&M EX. CURB' 763.40 752. � _ -�51.97 SIGHT DISTANCE EXCEEDS 300' fRF _ WV/ UWLK_Je_UL;; ----------------------- ----------- 1 iEET 5 �___ ------ _ -`,� .� ` �' ,� DE7EN77ON POND STRUCTURE COMPLE 15 + 34� _ LOD E PER ORIGINAL SITE PLAN AS DESIGNED v \�` E --FO�f OUTF BY GREENWAY ENGR POND TO ACT AS ` __� + ' � S -___-- % 64 _--- ,7 75�A0 � SILT TRAP DURING CONST. CLEAN UPON TO REM 0 H E y _____ 7 6 O- ._..._ ____ J� �� ,' 75613 ON11F 511E-- 0 H E � C PEN OP --7rj8---- y -----------• `. r' i qV I ET / 756.58 �� �` i N/ I N 0.32 75� _ N=750.29 ` 756.30 1, .25 755.5 EX. ~POND OUTFALL STRUCTURE,- 756.6 �' ~� C1 AND PIPE TO REMAIN. 757, O ADD TRASH RACK TO TOP/'OF TOP IP EX STRUCTURE AND DEBRIS --756.60 CAGE TO 6" ORIFICE-" /" I WAREHOUSE@LOD FF 4,500 SF - *'` �, _ -' ,'' t 1\ l ELEV=760.85 , ` LOT 7 CRI a 4 2.0000 Ac. E 75--((A))-2P BEAN PROPERTIES, LLC N o //'� 5 INST. #0500 N ZO E: B-3.10 OFFICE 8.65 1,500 SF 58.25 FF ELEV=760.85 7 0 757.00 \ Q� p 60' 60.85 "- 760.85 CONC. S/W % \ 0.75 \ y`.� a PTO IP' \ \ 8. 1FF1 CE _ -- ,500 SF L-EV=760.85 60.5 - \ Y 760.65 CONC. S/W G IP r. Zy C5 ro �\ 760.3 LODL, 60.17 , 'V \, Q, 760.65 MAX. SLOPE NOT TO EXCEED 2Z 760.75 X i I / 110 2.15 3 3 / / � �M,&M E`X CURB _Q, LOD :44 ` �� t C�9APh�/CSC,4LE 20 10 0 20 40 ( iN FEET 1 inch = 20 ft. STONE CONSTRUCTION ENTRANCE 1OK PI _ec<, »' Y ] • ELEVATION CXMTM GROW ACK �'':!•�6� K•:C•�(•�!•} . mil' PI r ��i SEDIMENTCOURSE AGGREGATE TO INGRESS AND EGRW OPERArION PLAN VIEW SECTIONOF FMTER CLOTH SECTION B--B CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. 84CKF LL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH, FILTER FABRIC •� ',r I ]I 't�'�'i.•��':�.��'f�".. .c:::.! �,: �'•,u.,n ::nay,. !. '"':" !' :1i:7- ECT'>'! iST11L!S�v�i.,r•iiTtill•Ti��iLT7:�,.i�i(i+�;^iRi����.� 'I '!-, RUNM ATER WITH SEDIMT7 SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOW ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC CULVERT INLET SEDIMENT TRAP 0I Mamma 7W. SM•VM&13 Gw za,PERSPECTIVE VIEW 9 4y AOK ORY if0RA0[ CF lIOK�1O11)� Me NAW NII I`Yi GrALND ratty IGDIMII. ! 'TO O M" all. � 1 �_ N .I•. --DIMSIN" war p. #W, Olt P Does A9gta m AT 1mA.0".A ELEVATION SOURCIs NORTH CAROLINA SEDIMENT CONTROL COMMMION PIATG 3.011- G-JUML CURB INLET s�DIYSNT FILTER ij GRAVEL FILTER' -1 RUNOFF WATER SEDIMENT -` CONCRETE GUTTER SPECIFIC APPLICATION WIRE MESH FILTERED WATER CURB INLET THIS METHOD OF INM PROTECTION IS APPLICABLE AT CURB BUM WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT /3, #357 OR 5 COARSE AGGREGATE, PLATE. 3.07-§OURCE: VA. DSWC SEDIMENT TRAP WET VOLUME 107 CY DRY VOLUME 107 CY RIP RAP TOP WIDTH B 2.0 HEIGHT TO OUTLET BOTTOM, Ho 3.0 HEIGHT OF BERM H 4.0 Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per oc. 1000 lbs. 10-20-20 Ferb'lizer per ac. 2 tons agricultural limestone per oc 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabTze areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 IN German Millet per ac. (flay through September) 60 lb. Annual Rye per oc. (October through April) 450 lbs. 10-20-20 Fertilizer per oc. 2 tons agricultural limestone per oc 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. t'1�71 10 1•. .r N ■ .. t' IQaI r •�• r y• ..1•I�a r• 1 •'1'1�71 "7 1 ME MOTION ................... fP @ &Il/ UWS OF DISRWdM................. DRAIW.DMDE....................... PLATE 3.07-, Q 0 c °d c 0 C> \ ,- C) CAD O C�o DO I O w� t ' C O O z O v > Pa � (n v v IA Lli U) -4 T . J 4 J Q O 0 W d• Dj 0: O W Z rn 4cl`o Iw-�Z _ UO TWO r Q HO wow Lit o w a L� U ��0ryW00 0 Z Z 0 00 Z 0 W 0 W LIJ W J H N W z s Y V v- Z Y (- U W Ld 0 CL O N z 0 M w wOf Ld 7-)Q W U 2 (n 0 (L V) Lf) o9 z0 Qto oU Z Z Ld Y o Z 0 0 U L` SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES ® l'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT, 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB 8' GALVANIZED GROUI ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 V-6" O.C. 14 STEEL REINFORCE BARS 1'-8" LIGHT POLE FOUNDATION DETAIL LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT 4NCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. V-8" 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6" BELOW GRADE TO PANEL. DOTE: U1 UNDERGROUND WIRING 10 BE IN NON-METALLIC CONDUIT oao LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' o9 LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. ,9A.4PH/CSCALE 20 10 0 20 40 /N FEET 1 inch = 20 ft. NOT TO SCALE Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk ,—Soil well to contain water ' ' - '. •' UNAMENDED backfill soil Widen and score hole wall ' •;. �� '�' Q°• `' Partially backfill, water to , settle soil, finish backfilling Area for water drainage Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale Permanent Stabilization: NI disturbed areas not paved shall receive a min. 6 in. tcpsoil and be seeded as follows 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per cc. 1000 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per cc. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 1 days, but not yet at final grade shall be as follows: 60 Ibs German Millet per cc. (May through September) 60 lb. Annual Rye per cc. (October through April) 450 Ibs, 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING ,SCHE.DULE BOTANICAL COMMON NAME SIZE AT PLANTING SPACING QUANTITY XYVI ACER RUBRUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 13 OUERCUS PALUSTR/S PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 13 ILEX CRENATA "HETZ11" HETZ HOLLY 36" HEIGHT 3' ON CENTER 80 ALL PLANTINGS SHALL. CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES, PEDESTRIANS, SHOPPING CARTS. DEAD OR DYING VEGETATION SHALL BVE REPLACED AT DIRECTION OF ADMINISTRATOR. REPLACEMENT SHRUB SIZE CONSISTENT WITH TAHT EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION, REPLACEMENT TREES AT 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. IA 4J \�G`N Q 0 wd- x0w Z _o Q(0 2 UO rUi --�z V)w0 L7 r a,=0 wow W 6 o w a i LL� V> C U �l o °ww00 V Ui Q +' U � Q) O O Q rn O a I N U Q 0 N o O d I ly- Q o� a� > am of L a� J tf! r�r) C 0 0 O _o C- \ t U F- U. 0 Q Z g Z CL 0 az 0 oLr) wZJ Jg I— Ion Z_ W F_ s 8 o � U o V B o Y ~ M� U W D 0 co W \ CO L0 o N t0 w w 0 f�1 O Li LLJ m E w 0 W 0 ZO �U Q w o F Q U = a cn o O cn 0 o N o a) 6 w of 0 f U z o � Z Y Z 2 �LLJ N N z o CS 0 Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SiDE JOINT RESTRAINED LENGTH OF PiPE (Ft) LARGE SIDE JOINT PVC DIP 6' 8' to, 12' 6' 8' 10, 12' s` -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 to' -- -- -- 40 -- -- -- 20 L In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8" 10` 12' 6' 8" f0" 12' 60 60 80 too 40 40 1 60 1 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- Z w Q In In 0 N M 1-4 J 0 M a Cn c w 0 u7 0 N .-i a. SEP 05 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shalt be restrained per a tees requirements for Lb. A wye shall be restrained per a tee's Lr and a 45° bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DiP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 10 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 i0 X 8 20 20 20 20 RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE L In addition to restraining each side of the bend, any joint that fails within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) RMNG PVC DIP DECREE 6` 8' to' 12' 6' 8' 10' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 TD 20 20 20 22.5 1 20 20+200 20 20 20 20 20 11.25 20 20 20 1 20 1 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MiN. 5-12 FT. 4 FT. MiN. 5-12 FTT, S1ZFPM DECREE OF BENDS Ld (DOWN) Lu (UP) SC&Ir PE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PV IDIP 45, 2Z5 air 11.25 20 20 io, PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DiP 45, 22.5 dr 11.25 20 20 8' PVC 225 6r IIZ 20 20 12' PVC/DIP 45 40 20 8' DIP 45, 225 & 11.25 20 10 12' PVC 225 1125 20 20 10` Ply 1 45 1 40 20 12- DiP 125 d; 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 05 6" PVC SDR-21 WATER LINE 0+00 FH-1 LOCATED AT ENTRANCE GRAPHIC SCALE 0' 50' 1 INCH = 50 ft. HORY 1 INCH = 5 ft. Vf-RT. Nll■1 � LEGEND, BORDER — WHITE (REFL.) BACKGROUND — RED (REFL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 3B-16, PAGE 38-25. WEEP HOLE WITH 12"x12° PLASTIC HARDWARE CLOTH 114' MESH FIRMLY ANCHORED TO OUTSIDE OF STRUCTURE. V.D.O.T. 157 IS MIN. v rrLLr to v.t,. #4 18" O.C. T - METER SiZE METER BOX METER BOX COVER BO x 3/4' or 3/4' 18 in. DIa NonTraNic 74M32CRG Traffic A32HH-T 1• 24 M. Din NorrTrafBc MO30 (Frranw) WITH RMIs1 T Crop Ud) TrafOc MC30 (Frame) WITH RML42-T Crop Ud) COPPERSETTER meter size Opposite Side same side 6/8, x 3/4' VSHC72-18WD4444-B4 VSHC82-IOWD44-44-04 3/41 VWC72-18WD44-44.84 VSHM-IOWD-44 44A-4 V VBHC74-16WD44.44-84 A - POWER POLE WALL Q 0 a 0- � � U W co c 0 v v men O (n IJJ J G1NI �� A Y Q k 3 wZW Z 0 - ¢ 0 F- Z V S 0 Lu (D ~ ¢ {�--0 wow 6 a U a- i 1Wi �'lj o Of x �04W00 0- CL U rn 1 tt7 a O O O C11 O d (O (D > (N + r`) PO ir) c O O Ln 0 I'l- r1- U F- fL V) V) J _ — aC U. 0 0 V) j M J DF-- W 0 V) W D N 3:: w O I� _ r- to cjf Q Uj QW v o U_ 1n 0 W Z Z Y O 3: U w 0 � U W (01 LL_ 0 1110 LO Z W Iz a N M M .q O O U_ M a Q1 C W i q O N a. r 5w (tyro o /r 00 00,00 00 00 DO 000000p0000p00 0000000000 00 O 000000 00 DODO O 00 9/4 000� p °0°°0 HDPE plow ypJsoucturd 53 yr (W Isometric A Top View 4 Trash Rack Assembly auivert1jVDOT '/4r o EW- dto 1 HDPE c rolpIDrUO e '�- 78dKd) o1 eTrash affufa'rrd roc* roxmIfactured rr DVFlorBo SduUoru Ino. 554400--722-4894 PIorUO SoluUonr Inc. 540-722--4e04 21 1/4 EW_, oro 001DOODURMo �6 yt HOPE Section 3' b�y°yP' BoluUons Ina. W-722-^4W 13" 048' � Top Of 14arr ►eWora+d Own-! pf" 0 VDOT rtd. EW-1 4 0 DBMP amp Elevation Elev. A —A WM aW M SIZES AVAILABLE UPM REQUEST BMP DEBRIS PLATE & CAGE PLASTIC e� ,wee SOLUTIONS v,;� o, PART NO ¢$" PYRAMID TRASH RACK PLASTIC Pa Box 4306 SOLUTIONS ,mot, VA rs6' 04 �C M 4a WM COxCFM FM= INC, 5 0-722-4% �r^A�.--� W PLAN ELEVATION SIDE LUC ALTERNATE CONNECTION s�- 1N4FRTART.R CNR.R.T A IAl ES-2-2 APMft 2%r'I SLOPE TYPICAL CROSS-SECTION d Mw� mw.=�Alw Mff:= t'M Nw.= N�zwTQN F�iii nlw-Li♦111111111� IIIIIIIFM" NVEIi MWE'lim 00mrimNw=wr=ow,.I0� ii�!SiET�i' �'3'sli.3Li vf�-AnIll111 L �mt��%7�;t3s�?y�i NOTES• t T �TLTW[ AT DL NOgm LP• 3� CALVWtD rOLTs TO b 1' TO WATER PPE AND W 2r►OR O 2-SICIRT SECTION Ir TO 30"ppAMETTER PPE TO BE WO54- OME IN ONE PIECE, g 3. TPIPE ex DRMBOLFTND ONCENTERLNEr�fO' MAY BE COMSTRtJCTED NT3 PISENS JONIED BY 4,OON ECIOR SECTION, CORNIER PLATE AND TOE PLATE TO BE SAME SHEET TmOMSS AS gaff. S. EDD•SECTION AND 0`111'TMGS ARE TO W STEEL. FOR USE VON STEEL Pin, RL EMD-SECTION AND FRTNGS ARE TO rE ALUUNUM ALLOY FOR UK MTTH AL AMPLIM ALLOY PPE, 7• OSNI IIY/ THE 3 17. MC•1 gR�VEO PLAf� ekD�T" MAY BE UB ix PLASTIC PIPE SIZES B.�FLAREO ETD-SECTE)N ARE TO BE USED M1TH ASPHALT COATED AND PAVED METAL SECT06 DO NOT NEED TO BE COATED OR PAVED. FLARED END -SECTION FOR 12"-60" CORRUGATED PIPE CULVERTS 302 VIRGIN DEPARTMENT Of TRA 15PMATION 102.03 SECTION CAST IRON TOP=E 40, W OUT=A i o � 6' D �6" 21-A 1w. OUT=B CONCRETE FLUME DETAIL NNOT m sca SECTION STEEL L 21/2" x 24/2' a 1/4' l 10'-4" long welded Weld all eonneetwe to Collor x 4" Stud Shear comtectors NOTES 1, DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD 01-fA 2. THE "H' DIMENSION SHOWN ON THE STANDARDS MANb SP£CIFEO ON THE PLANS WILL BE S980 FROM THE INVERT OF THE OUTTALL PIPE TO THE TOP OF THE STRUCTURE. PLAN 'N" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS, 3. WHEN SPECIFIED aj THE PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD IS 1. THE COST OF fL1RMSHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE MICL.UDEO N THE BID PRICE FOR THE STRUCTURE. 4, O THE EVENT THE OVERT OF THE IF A.I PIPE IS HIGHER THAN THE BOTTOM THE STRUCTURE THE INVERT OF THE STRUCTURE SMALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STAO W OR PONOM Or WATER IN THE STRt1CTtRE, THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENT& TO INLET SHAPING LS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. S, STEPS ARE TO BE PROVIDED WHEN H IS 4••0" OR GREATER. FOR DETAILS SEE STANDARD ST•1, 6. TINS ITEM MAY BE PRECAST OR CAST-N-PLACE, CAST IRON ONLY _.,`... • . __ .. 7. >t 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT 4'•?" D TO ABUTTING CONCRETE TO PREVENT Nardwdre Cloth 2'•6" SETTLEMENT. N LIEU OF DOWELS A 2"X4" 2•.r• NOTCH MAY BE PROVIDED. SEE STA14DARD 3" Ofometof T. _« T•d-DIFOR ALTERNATE DESIGN. weep hole !a p • Sae Nate a N S. 3" DIAMETER W�EPI TNOIE WITH 12"Xi2" PLASTIC HSTEEL ARDWARE N 4" MESH GALVANIZED • OOOO�OOOOOOO�O .CLOMI WIRE AM MESSH ARDWARE �'J Mr1 Collor .^- 4" depth A99r. C MAWR 44 CLOTHR��D FIRMLY TO THE OUTSN� OF THE STRUCTURE, E 12" N68,4178 or N8 x 6" width ODOOOOOlODODfl ,0 9. CAST N PLACE CONCRETE IS TO BE CLASS A3 ?tin oh n" H5" i8 t>r 4" DOOOODOOOOOOOO N 4OP3000 q) PRECAST CONCRETE 1S TO BE eq " . ^ •l L 10. AIY ALTERNATE METHODS OF ANCHORAGE p • °p OF THE EER a a O�OOOOOODOOOOO THE CASTOVAL MAYMEEE PON HIED FOR SHOWHE N SECTION A -A � 4" 41111111.1. CONCRETE OUANTITIES FOR MIN. DEPTH �— --' 12" concrete pipe - 1,440 Cu.Ydt. Concrete SECTION C-C SECTION D-D W' corWate pipe - 1.523 Cu. Yds• Canavte t8" concrete pipe - 1.620 Cu. Yds. Concrete 24- concrete Ptpe - 1.8t7 Cu. Yde. Concrete GRATE DE TAIL Add 0.469 Cu. vas. per oddltknol toot of depth, iiPPROXIMATE WEIGHT Cast Yon Grote 363 # 18 bs _ STANDARD DROP INLET fo 12'' - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 VIROWtA DEPKiTkew Or TRAISPWTAT10N 302 104.01 765 760 75 75 I W ul�lll :BM M 0+50 1+00 1+50 2+00 2+50 760 755 750 I (n W 0+00 GRAPHIC SCALE 50' 25 0' 50' 100, 1 INCH = 50 ft, HORIZ, 1 INCH = 5 ft. PERT. INSERTABLE SHEET A86 PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF-F—LL'--T�T� TOP OF FILL? TOP OF FILL -- OROtJfO LINEH GROUND LINE H CROtRq LINE H �� riii/ r/ir rrrrir rrrr 0.12" r %rvEARTH ROCK OR 0.12" rr UNYIELDING i r 0.17' +r EARTH d d � d 0/2 4" 0/2 1 1 D/2 3, b MATERIAL MN. 1/1D D� x ` X O� I P % D� % s YA70ER1CA'L MIN. 0 i �o L>� MATERIAL x X FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MA 2 MAx.24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PI E PROJECTION ABOVE GROUND LINE IIN,LSxO 1. eI YN1,'�xD YN.1Hx f>>+N/Sxo.1.5x0� i0P OF TOP' OF FLL FILL 1� TOP OF FLL ���04 �N = H = r/ /rrrirr/ rrr r rrr/rrr - rrrrrrrr/rrrr rriirrrrriirr rrrrr rrrrr r �'" rrrirr � /r r rrrrr rirr i D•Ot d LrNE D•�' o r' GROUNDD•12" ririir NE .- rrrrrrrrr rrrrrrrrr rrrrrrrrr d rrrrrrrrr _ r= r 0/2•' - d r - — 0/2 rrrrr LPnUND D/c EARTH - ' / R-ROCK OR b 4" MIN. V q D X 0 % MATERIAL UNYIELDING SOIL MN. 1/10 0 �_\_BIDDING MIN. V 10 ` x D x �R-EARTH IAA ' "PERMA NORMAL EARTH FOUNDATION a"H ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX, 24" OTHERWISE UNSUITABLE MATERIAL ®BEDOM MATERIAL N ACCORDANCE 1WTH NOTES: SECTION 302 Of THE ROAD AO BRIDGE SPECW CAT%** FOR PLASTIC PPE, THE LIMITS OF THE CLASS 18ACKfLL MATERIAL SHALL BE CLASS I BACKFLL MATERIAL N ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR GENERAL NOTES ON PPE BEOONO SEE INSTALLATION OF PPE CULVERTS SHEET 107.00. ®r REGULAR BACKFLL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON WITH SECTION 302 OF THE ROAD MID BRIDGE SPECIFICATIONS. ® EMMBAAM(MENT SHEET IOf 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A"„ 302 „� 303 VRGHA DEPARTMENT OF TRMISPORTATLOIN p, 01 n V J EX GRADE PROP; GRADE C5 I >, CPP 4 ® 0.5 % U c0 U U � nit\ 00 II oZ to p11ZO II ~ o - �Z .- cc ao ?? 0+50 1+00 1+50 to n to t� 00 � to H II O 760 O II ? IC�l + >; QO Zs A %111j, GRADE 'ROP GRADE q GtQY``3�N OQwCSJ Z 0 Q waZ x0w �v'(0 o vLUQAl Wz InLi HO0U-Z w� wo W oLi oO dO(Z� �W 400 - "ao) .(D N '_' d cv Q 'V a� Q O N U N � Q o J N C N C6 O L A L Cll C Cn O N Q) c � tT IQ. Ld V) Uj j lti J o— �Q w O loss— J H 0 V) �' C: > a O W' T C � Cn ) v C) m a) W N to O 0 INC N V) — V) I� i L �I N 3 ,,Z^^ r VI 0 a LLJ W � _1 0 (w C/) d W Z Z Y O y U Cn Q W W RY 2 s2 s e U_ U 8 Y W Cn JI L- O CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Yrginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. rf are not shown. v such may exist that o locate existing subsurface ce utilities; however, 2. The engineer has attempted t , c g y The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the c contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to Miss co nstruction. Call Utility' 1-800-552-70 1. d locations shall 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Enggineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.00m <http://www.fcsa-water.com>. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and material. b. The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. C. The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. An Application for Service must be made and fees paid before work will begin. C. The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d. For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly 9double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required. The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINiA DEPARTMENT OF TRANSPORTATION Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Q. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until on adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. r = i I I :rl l ll,=, :,,,�,��ll ,I,.� : �,�,,. la►I ,tk ,,,� Ia�� ,, �, IJ�� T11 Back Creek Magisterial District Frederick County,r) Virginia TMPO- 75 - ((A)) - 2P Zoned: B-3 -ff--% Proposed Use.- Commercial V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VOOT minimum design standards and is the responsibility of the developer. V17. Prior to VOOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VfM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present durning the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT - representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CC-12 Curb Romps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. IV VicinityMa P Scale 1 "= 2000' MAY ,:. 0 is Frederick 1j Authority Winchester, Virginia 22604 r t• i John Whitacre Allegheny Power 3463 Valley Poke Winchester, Virginia 22604 (540) 722•-5652 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Terry Persons t 1 - f Cable 1039 N. Frederick Winchester, Virginia 22601 1 667-0364 P.O.C. Brent Liles Shenandoah Virginia 22604 ' i 'r9-1111 P.O.C. Tim Hockman RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX ROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 'INAI- "-SS'i L_ PLA PPRICN : st Engineers. Surveyors. Planners. Landscape Architects. Approved by Frederick County Zoning Administrator �., I Site Plan Approval Valid for 5 Years From Date Shown Hence Date I tl i PROPOSED 4" INV. IN=753.05----- I CORE DRILL NEW INVERT I ADJUST RIM TO PROP. ELEV.=761.60 I EX. INV OUT=752.55 I �20' UTILITY E T. PG. 134 O RIM=763.27 INV. 1N=752.07 51 97 b 0' LOADING DOCKS WAREHOUSE 4,500 SF FF ELEV=760.75 CSX RAILROAD R/W _ N 41 05O' 12"E 4' WIRE FENCE 5 INV=749.65 S GAS PROJECT SUMMARY TAX IDENTIFICATION NUMBER 75-((A))-2P EXISTING PARCEL AREA 2.000 acres DEVELOPED PARCEL AREA 2.000 acres ZONING B-3 ADDRESS 210 Prosperity Drive CURRENT USE VACANT 2" SM12.5A PROPOSED USE OFFICE/ WAREHOUSE DISTURBED AREA 2.0 ACRES �-- 8" VDOT 21 B SETBACKS REQUIRED PROVIDED WELL COMPACTED SUBGRADE FRONT (US Route 50) 35' 81' SIDE 15' 61'+ REAR 15' 50'+ PARKING 5' 10' BUILDING HEIGHT 35' (MAX.) 30'(+/-) GROUND FLOOR AREA 18,000 SQ.FT. f �E _�- NUMBER OF STORIES 1 __ _ - _, - � � -,- FAR ALLOWED 1 pC FAR PROVIDED 0.20 9 ._r MINIMUM LANDSCAPED AREA I S AR 0.60 AC. 25% : r . ._ _ � De �s,�, STANDARD PAVEMENT SECTION ( ) _- / � � --- LANDSCAPED AREA R VIDED 0.74 AC. 37.2% - EX. POND OUTFALL ( } ��-_; �. x w w-..�p.:�- � Not to Scale _ _ -� . R R / ==:.-. ..:.. .x , . z L.J. 54J� P�. 5� \ / .r � � / PARKING RE I ED PROVIDE D � M_ _. -v�� .. _ � STRUCTURE AND �- �._ �� _ ..: l- _ - OFFICE SPACES 1 250 SF 8 PIPE TO REMAIN _ _-__-�-.._.. (l ) WAREHOUSE SPACES 9 0HE 0H � WAREHO S SAES LE OPEN TOP HANDICAP SPACES 2 3 LOADING SPACES 1 5 6 PVC INLET - a , INV I N - 750.32 » SM12.5A TOTAL SPACES PROVIDED 0 57 1.5 r / INV OUT=750..29 ,�/ ` „ PARKING LNDSCAPIN PAVEMENT AREA G 36,674 S.F.60' DUMPSTER PAD ;; 8" VDOT 218 PAVEMENT TREES REQUIRED 18 . , . AND ENCLOSURE - x C1 / / WELL COMPACTED SUBGRADE PAVEMENT TREES PROVIDED 18 LOADING DOCKS 4/ INTERIOR TREES REQUIRED 8 H / i / INTERIOR TREES PROVIDED 8 O 4 bcTOTAL TREES REQUIRED 26 ° /f TOTAL TREES PROVIDED 26 WAREHOUSE 4,500 SF 20A0' NOTES: / � \\ \\ \\ \\ \\ \\ \ LOADING DOCKS - v 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE FF ELEV=759.70 p ,✓ ,�- REQUIREMENTS OF THE FIR ERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE o LOT 7 $ HEAVY PAVEMENT SECTION �. ' p i / 3. ALL REQUIRED EGRESS MALL BE HANDICAP ACCESSIBLE TO MINIMUM _ �-�� o � - _ a �`` / EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 2.0000 A C . 6 y Q / 4 w Not to Scale 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL 7 5 ((A)) 2 P z - FEATURES EXIST. l BEAN PROPERTIES, L L C b r /� /f / 1 ? 5. ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE -_ O �p / / / 3 MARSHALL REQUIREMENTS. INST. #O cJ OO _O Z7 / / / 0 6. ALL UTILITIES TO BE PLACED UNDERGROUND Ln Z O E: B - 3 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF / VARIES MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. OFFICE = VARIES 1 500 SF�- LY / / ROUTE 1129 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 ' SET 3' BEHI / % 2' 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. l DUMPSTER PAD FF ELEV=759.70 \ SAWCUT EDGE LINES. MAX. SIGN HEIGHT= 35'. MAX, SIGN AREA= 100 S.F. I AND ENCLOSURE o`� CL1�� �/ / PROVIDE TACKCOAT i y 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.C. THE STRIPING I MILL 6°x1 1�Y JOINT VARIES CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USSE GROUP S (STORAGE) OF THE INTERNATIONAL BUILDING CODE/2003.(200 CODES CAN BE 60' UTILIZED UNTIL NOV. 16, 2006 IF REQUESTED). OTHER CODE THAT APPLIES IS ICC/ANSI E \ A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLANS SUBMITTED FOR WAREHOUSE o /` % EX. EDGE OFPERMITS SHALL BE SEALED BY A x 4.500 SF / RELOCATE FH CONC.S,/N1 r PAVEMENT , STRUCTURAL AND SYSTEMS ON THE ASSEMBLY USE. DESIGNPERSON. INSPECTIONS UNDER INCLUDES / r� I FF ELEV=761.50 I o VDOT CG-6 17 IBC IS REQUIRED ON THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) NOTE OFFICE ,' 1 1/2 SM 1 .5A THE REQUIREMENTS IN TABLE 602 IBC FOR ARE RATING OF EXTERIOR WALL TO PROPERTY -;j a 1,500 SF N >. - 1-8"A" WET TAP *CROSS SLOPE= 1/4".•1' 3" BM 25.0 LINE BASED ON TYPE OF CONSTRUCTION. �' ' Ft ELEV=760.75 P ' b - BY FCSA OR MATCH EXISTING $» 21B EXTEND 218 12• FIRE BARRIERS SHALL BE INSTALLED AT AREAS THAT EXCEED 12,000 SQUARE FEET UNLESS ' / -r - _ /� FIRE PROTECTION SYSTEM IS INSTALLED. ^1 ! 60' .R - = /� WELL COMPACTED SUBGRADE OF CURB OND BACK 13. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE TO A MINIMUM AREA OF RESCUE ON THE OFFICE o. D.. EXTERIOR OF THE BUILDING (NOTE ARE RATING OF WALLS WITHIN 12 PER IBC) AND 50% OF 1,500 SF ° ��colac. s�v ' :�� - M y \}' ROUTE 1129 WIDENING ALL ENTRANCES SHALL BE ACCESSIBLE. SECTION 1007.8 IBC. DOOR LOCATIONS ARE NOT FF ELEV=761.50 � o � , �,�� 0 '�°� °. �` ,.. ^ � .� - SHOWN ON THE PLAN AT THIS TIME. O' D POLE MOU ED HANDICAP PARKING o ' ;'. ! �- G3 �� 21 �� / ��< Fire Lane markings and signage is required at all fire hydrants, fire department SIGNS INST LLED PER VIRGINIA -���Q connections, curbing not delineated as parking, and all normal and emergency STATE COD SECTION 36-99.11. o x ,� Q Gj access points to the structure. The contractor shall coordinate with the Fire } `� .�� O� ^ - / / ��P�� Cp \� Marshall to ensure these requirements are satisfied. 3 REQ D „ d. 01 / � / / Q \j X\ PROP. CO INV=753.50 60' „, r LONG S/W W bt fi_�Q �� h• `G \ 20 10 0 20 40 G-6 ' 0 Ag f � oc� � � �- � .�»„�, /' � � (/N FEET 9,00 / 1 inch = 20 ft. Ov w N 00 0 5-1 F" U SOP SIGN-- TR A _. BAR`_ 0 - - G _ 0 Imo. -UU I = �' .- -- �-- - _.NIR --- SIGHT DISTANCE PROSPERUY DRIVE ,,a/�EXCEEOS 30O' MEET & MATCH S ` UNPOS SPEED LIMIT EX. CURB ,..,_im 60' R.O.W. PH -- _ INV _ -----���,/,/CAN CF /���� �6 39 SyCC Y �N V � s1. 90 /NST Of �'V , /i�C 0U Ts 1. 90 �0 9000011 ;"5 1. (goUS N070 REP OD• 8-3 Storm Inlet Summary H- STR top to CUL out Str. No. Inv. In Inv. Out Top Elv. Type Throat Spread(ft) inv.(ft) 1 752.37 752.17 755.00 DI-1 - 3.48 2.83 2 755.36 755.16 758.78 DI-1 - 6.15 3.62 3 757.26 757.06 760.50 Drain Basin - 5.00 3.44 4 - 757.52 760.70 DI-1 - 5.00 3.18 5 751.75 751.55 754.85 DI-1 - 10.00 3.30 6 - 752.35 754.85 DI-1 - 17.00 2.50 21 - 755.79 759.40 Drain Basin - 10 3.61 Culvert Summary / �` / /' '� L ft Din. S % Type I4151�� / TRIP GENERATION / Culvert Inv. In Inv. Out O O O Y Rd NTS 4 ITS, 7THEDITION ESTIMATES '� �w ��� 1 752,17 752.00 17 15 1.00 CPP E f THIS SITE AT FULL DEVELOPMENT / w 5�� ' I� WOULD GENERATE 522 T.P.D. / w / 6� �' / 2 755.16 752.37 140 15 2,00 CPP e w --- w w --- USE CODE; 710/150 / � / 3 757.06 755.36 85 15 2.00 CPP / 4 757,52 757.26 26 15 1.00 CPP ROP SI� EASMT /l w ROP �IG�N LOCA N 'gyp, (SIGIft BE L ATED Qy�5IDE OF LITY ESMT'S) CONNECT TO EX CURB (MATCH LINE AND GRADE \ 00 w C� Ytr'`�r TqA %//` % % �P� QQ �� `CO SIGHT DISTAI�C � I � /' � � \ EXCEEDS 300' \ ' l/ Q �� _,_ lae I I 5 751.55 751.35 41 15 0.50 CPP 6 752.35 751.75 120 15 0.50 CPP 21 755.79 755.36 43 8 1.00 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. EMI Q \9- ) A w Cf) J T . Y O J 4 3z 0 Q p 2 wv' afpw Z r`n Q� Z O = c>0 v,w0 (n r EN 6L'Z Q E_o wow w > w of of w c0 a O %f o � °en00 _ w N V) Lj F- D a o V) Zb'c a M � ~ W � U w a PROPOSED CURB & GUTTER . .................. cD N cv O ao O I- Q O PROPOSED CURB k REVERSE GUTTER ............... o 0 0 O N PROPOSED STANDARD PAVED AREA (8' 21B/f SM 12.5A) • • • • • . • . w z I` w PROPOSED HEAVY DUTY PAVED AR%8` 21B/3' BM-25.0/1.5" SM-12.5A)• O PROPOSED CONCRETE AREA . .... • ............... 0 > N I) Li 0 PROPOSED GRASS AREA . .................... r- a Q ZONING BOUNDARY . ....................... ZB o 0 E Z j w m � w N UTILITY PEDESTALS . . . . . . . . . . . ...... . . . . . . . 0 0 > O W LL Q U w = c c c 0 co 0 (n (n EXISTING STORM DRAINAGE & STRUCTURE . ............. - _ =:E3-- _ _ _ _ °' °' Cn tr PROPOSED STORM DRAINAGE do STRUCTURE • ............ W o- PROPOSED WATER MAIN . . . . . • . ... .. . . . .... .. - w v, z M EXISTING WATER MAIN . .......... C7 0 O Q a' PROPOSED FIRE HYDRANT - PROPOSED GATE VALVE & BOX 04 iwI �` O EXISTING SAN. SEWER AND MANHOLE . . . . .. . ... ... ... .---�-�~-c, _ i� S.f-- (� PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • • . • • • • • • E �w O PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • • • • T z z z O PROPOSED GAS SERVICE ................ G n N z w _ �' STONE CONSTRUCTION ENTRANCR ----- 7 4 4------------------------------------ -- C S X RAILROAD R / W >V NIK --. PAVElEt/T ,74 ------7 ------- -------------- ---------------- -- --- ------------ __________ __ ___ i1LTERaaTll s ___ __ -- -•--------------------- 1 ____________________________________________________70_- _ _ _ _ _ _ _ _ - __HxfNTAXE ------------.----------------------46 __ _ _ __ _ _ _ _ _ _ _ _ _ _ �_________________-- ---- ____ - - --- --- _-__ ----~- ------------------------------------------------------------ y� 1 ----- ____________________-- SIDE ELEVATION >iERll --748- / -- -_----- _________-------------------- �_ - -- _ __ __ __ -_. EXTs -&_____---N,41-5O'12"E `' '--- _ - __ - --- _ �o INN -�- - - RMIRix- R _ - _x- f VASFRAGC % 5 - ,ei 755 755.75 755.3 1 SF sIs F E N C@OD,an \ <DPTTDHAI > 55.75 -75NK ^ -'- `, "•■�..�.�,r` S.�-►+-� t7�Y V= 7 49. 6� k ' NDL EX[STING + 754.65 """_--- s PAVEMENT 'f 754 754 85 - _ ___ _ ,� �! - � ,, -•-..._754 -- P , D . B . 7 3 ,P 6. 2 7 rno ``� ---- + 754.E 7��Ar% - �� / - -3K -= �===- MHO _ _ -= \ HO -----3H0 -- ----- - ' ✓ r '----------------------- --- V I f ______ DETENTION POND STRUCTURE COMPLf �5 �. LOD \ ' ' r 0_1 ' ` ` t PER ORIGINAL SITE PLAN AS DESIGNED ~ r �' _ i/ r ' /t BY GREENWAY ENGR POND TO ACT AS OUTF ( I ` ) ' ' S UCTUR r ' r �'` \ `--_______ -7 6 4^-- ---' 75�:00 ; _ SILT TRAP DURING CONST. CLEAN UPON H ( r` , r`'=�- - OHE -E _ - �56:e OHE / �.. -'' % � C� - - J--Z- �% ` 0�.-QE SLT�- � PE TO 756r13 ` ( PENS OP ----- r __-------- %5 ____ ____ `� i 6' qV I ET . _ - \ ' N / IN 0.32 755.53 ` \` 75�.9 _, ' N�=750.29 ( 756.30+ 755.53 "J \ + . 756.,6 ��,q%6.25 755.5 EX. POND OUTFALL STRUCTURE,- j' \ 756.7 ~`� G AND PIPE TO REMAIN. ' 757. OP ADD TRASH RACK TO TOP, -`OF TIp ` \ \ EX STRUCTURE AND D,FBRIS ' ri !' 756.5 + A 5fi,fi0 ` CAGE TO 6" ORFICE-' ` I 1 756.58 WAREHOUSE - ,� 1 LOD 756.58 ~ LOD % 60' 4,500 SF / f FF_ELEV=759.7 .� --- o - , '` 0`� ------------------ At r N LOT 7 0000 F _ _ 1 757.33 WAREHOUSE 75-((A)}-2P 0 Qa SF BEAN PROPERTIES, LLC c``' \ 757. FF ELEV=760.75 INST. #0500757.33 57.70 \ ` I 60' ZO E: B-3 75 f., \ „ \ OFFICE �s� �\ 1,500 SF 8. FF ELEV=759.70 \ \ \ Q 757. 5 757. �'\` \ \ ��'�� L 59.60 60 p WAREHOUSE _ _ 759.70 + 4 CONC. S/W r 4.500 SF t - FF ELEV=761.50 .67 % I OFFICE 9.4o h \ \� LLJ -p _ w 1,500 SF N 21 TO i!) _ ; ? F� ELEV=760.75 , 59. \ Y %� \ i0 t OFFICE `� i60' 760.60 758.78 \ 1 500 SF 760.75 TOP�� P7 LIB -0 CONC. S/W IP 0:� D FF ELEV=761.50 760.4 IP w LLJ76a.5@ �� Q 0��� \ � z U TOP 3 - ��,- Q„Q (�� C5 LOD j Q �761.3 60' 761.40 N I U r 1 - \ �'\�O O� 761. 0 CONC. S/W VVA4 1.150.17\\ \ \ \ 62.0 760.7 ' 760.75 MAX SLOPE NOT Q \ \ O \ TOP ; \ \ C 61.Lj \ 62.70 I % 1 �6Q t D 2.6 w 2.9 - J r / // rl SF w J 62.95 `' / /, / l pG� , �2.34 � , / � TRA S 762.75 30.00, -- -- J 2 7M&M EX. CURB %52_U 1-751.97 SIGHT DISTANCE 'EXCEEDS 300' S S ,''�JY- UNPOS>UD SP 129 \ _ SEED UM/T �&M CURB R.O,W. PH \ t 88 A� k WV Cf�A�'H/CSC.4LE 20 10 0 20 40 IN FEET i inch = 20 ft. •:, aD] OF INGRESS AND EGRESS n EXTENDMUST r MIN. OPERAMN PLAN VIEW CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) I. SET POSTS AND EXCAVATE A 4 X4' Z STAPLE WIRE FENCING TO THE POSH TRENCH UPSTAPE ALONG THE LINE OF POSTS. r PLOW I 3. ATrACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. SACKFU AND COMPACT THE EXCAVATED $OW. ..�:,r:�:�;ir::.. REDIFURM CINCRETE SPAM SECTION B-8 .1 •,1 t a JI•. �. ,1,. c.:, ir;.i11771 t. ,r :t.l •.F. : at i �:r. i t..� r. dr. :�t.a5., .u. ' ,. BLOCK DROP SEDIMENT SCREENWIRE CONCRETE OLM dq,a• �r,�wl+iXrRwi►�w,i�'�r a�►ww.���.�„„w�.�.,�e ��h�~'�1►#*1�ljA'�•?r�►lIR�! *•fir►•t���`�`'+� GRAVEL.]' MfE SCREEN RL70UD WA70 RUNOFF WATER WITH SEDIMENT �7 WRN QA SEDIMENT SPECIFIC APPLICATION THIS IWTHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3. #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC GAVAUL CUM ROM SEDIat NT FILTER �1 GRAVEL FILTER �12-» J =11118 fill Ili»ll�l=lui�`%� �uilif_ III�I SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INIM WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LUCELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADIACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3. #357 OR 5 COARSE AGGREGATE. PLATE. 3.0740URCE: VA. DSWC CULVERT INLET SEDIMENT TRAP AIMA FILM UQ wcr p, oR �a auaaE A9Y"lL v�auc°a°F"'we�'s ELEVATION SOMM NWM CAROMU MWIT COWMIL COMMISSION PLATE. Jos• SEDIMENT TRAP WET VOLUME 107 CY DRY VOLUME 107 CY RIP RAP TOP WIDTH B 2.0 HEIGHT TO OUTLET BOTTOM, Ho 3.0 HEIGHT OF BERM H 1 4.0 Permanent Stabilization: Al disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per oc, 12 lb. Annual Rye per oc. 1000 lbs. 10-20-20 FertTzer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 Ibs Gann fillet per oc. (May through September) 60 lb. Annual Rye per oc. (October through April) 450 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per oc. Seeded areas to be watered and cared for as necessary to proves grass emergence. '•1,Ip7i b• 1 ..1'Iaar •� a ..,.lam► � >' JLJi �- I;N,; z QZ Q 2 W OoW 0 N -OO UW(_zo O U) U NqwUI �). W Ld O oU 0 Cl- nn00 w J J 4;d 0 CMV) Z Z 0 U 0O N O W t3 w 9:9 W 0 m s D 0 o Vt /) U c � Z Y ~ U M w 0 17 � to t, p (O O w ft N 0 0O �I! a 0 0 Z F J W Uj o tL U) Uri U) v v U w o I a zM v o 00 Q r z � Y_ O ' Z0 100 10 L_ SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED T3 STEEL REINFORCEMENT TIES 0 1'-6' O.C. TO PREVENT LIGHT SPILLAGE OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT, 1' TOOLED EDGES HAND RUB FINISH ON — SURFACE OF CONCRETE AND ALL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB GRADE 8' GALVANIZED GROUND ROD. BOND TO POLE. #3 STEEL REINFORCEMENT --- ,r„. TIES 4 V-6' O.C. 14 STEEL REINFORCEMENT-----. BARS i LIGHT POLE JGHT POLE BASE NITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8` 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6' BELOW GRADE TO PANEL. NOTE: ALL UNDERGROUND WIRING TO BE IN NON-METAWC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL �'JII 0 oo•o LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' c9, LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR UGHT FIXTURES SHALL BE, SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. , "R111CSCALE 20 10 0 20 40 IN FEET 1 inch = 20 ft. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips f � Widen and score hole Remove container and cut circling —v Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no ware Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per cc. 12 lb. Annual Rye per cc. 1000 lbs. 10-20-20 Fertilizer per cc. 2 tons ogti turol limestone per oc 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per cc. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING SCHEDULE Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2.-3' mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling for water drainage BOTANICAL COMMON NAME SIZE AT PLANTING SPACING QUANTITY wACER RU8RUM R£D MAPLE 2" CAL. ® 6" HIGH AS SHOWN 13 OUERCUS PALUSTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 13 ILEX CRENATA 'HE7Z11' Hf7Z HOLLY 36" HEIGHT 3' ON CENTER 80 ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTlitt6(NJS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES, PEDESTRIANS, SHOPPING CARTS. DEAD OR DYING VEGETATION SHALL BVE REPLACED AT DIRECTION OF ADMINISTRATOR. REPLACEMENT SHRUB SIZE CONSISTENT WITH TAHT EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. REPLACEMENT TREES AT 0.5" CAUPER ABOVE 2° FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. J A \�rpkc'�� a T J 4 3 z az Q 0 1` 0 w VOW Z O F—r "6w Q = W , 20 WSW. W LL_ a'U" o 0 a Of 0- _w 0� _ N U) Li F_ D AI Z r-- W U w 0 VI co C E O tr U O � U) Q N ai p 0 L0 0 N 0 w Q 04 N w �— /W/� W 0 LLJ w Li 00 rn cn z U z 'y 0 Ld Y U w � LLJ Z _ C] 0 U (0 1 Li O It I Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PiPE (Ft) LARGE SIDE JOINT PVC DIP 6' 8' 1 10' 12- 6' 8' 10' 12' 6' -- 40 1 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10' -- -- -- 40 -- -- -- 20 RESTRAINED LENGTH OF PiPE (Ff) PVC DIP 6' 8' le 12' 6' 8' 10' 12' 60 60 80 1 100 40 1 40 60 1 64 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 451 bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr LD Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 iO X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 1 20 1 20 12 X 6 20 20 1 20 1 20 TEE, CROSS, WYE 1----L�� In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PiPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6' 1 8' 1 10' 12" 6' 8' 10' 12' 90 20 20 1 40 40 20 20 10 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 10 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS SEP 05 -3- CG-12 GENERAL NOTES: 1• THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED COMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO i THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A- 4. �µ 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG 1l`t 1A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 12 1 MAXa �^ R CONCRETE COVER 11 6. CURB / CURB ANO CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND CUTTER, TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS OMiECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF �WAY OF A HIGHWAY FACILITY CROSSES R NONEXISTENT THEY�IUSTSBEFLOGEAfEDRNnT11IN PEOEALK STRxANTOSWS KKSO' AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AHD SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES FiRE 1 HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTEO. STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL �'' 12:1 Mii ACCESSED BY DE OAF�A FACILITY THAT CAN BE APPROACHED, ENTERED 5R 8. RAMPS MAY B£ PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MY7► AT 3^ , Z" HIGHER THAN THE CURB OPENING t5 PLACED WITHN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS EDGE OF PAVEMENT PERPENDICULAR TO THEE CURB. AT 3C) , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RANCANNOT TYPE C RF ACCOMMODATE FRTHE TURNING TO STANOARDECG-R13,hCOMMERCIA- ENTS OF NTRANCE (HEAVYPARALLELPARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE )MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" 2.4" TRUNCATED DOME Ccr"C7'iT CJ�0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CIT + :► 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, a �? 0 0 0 0 0 0 0 0 0 0 O O O O 0.0 b' v 0 0 0 D 0 0 00 0000000� .+ 0.2" 'O SOX 85X. OF BASE DIAMETER O O O 0 O 0 O 0 0 0 O O O 0 of -fiSTt�l LL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 1.4" VARIABLE BASE 01AACII 4' MINIMUM. --- --+-� PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 Of 4 WECFICAYCG-12 DETECTABLE WARNING SURFACE RUERE M REFEIiEICE REV.,/05 GENERAL NOTES 02 203.05 VAGINA DEPARTMENT OF TRANSPORTATION BLE CONSTRUCTION *5 DOWELS, 8" LONG JOINTS �, ti� �4 12" C-C B )� MMAX � B TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS A TYPICAL DESIGN 8' 0" 4'-0„ BACK OF CURB t211 MAX. 48:1 MAX. 20:1 �2,MIN SECTION A -A Y D?a� ERMISSIRt E tr r? CONSTRUCTION JOINT -SECTION B-8 4 to t tv1Ax MAX NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET IOF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y THAVELWAY SHALL Y MHTEPRMARKEU WITHIN .jT CROSSWALK AREA 3 Y Iin -:� 0 =0 U N U V) CR OSSW � K - C �0 TYPICAL PLACEMENT c) OSSWALI TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LA DING (48" WiDE) REOURED AT TOP OF CURB RAND. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTIOKIS FEET FOR ALTERATKRNS. �_ _ SHEET 2 OF 4 s CC-12 DETECTABLE WARNING SURFACE � z TYPE A (PERPENDICULAR) APPLICATION NEW 7,05 VIRGNIA DEPARTMENT OF TRANSPORTATION 203.05A C C finished DOWN BEND �a RESTRAINED LENGTH /> DEPTH LU Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each Side of any Vertical offset bend shall be restrained. in addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Li RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 Fr, MIN. 5-12 FT SIZE/7YPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/T17'E DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PVt:/D1P 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 215 & 11.25 20 20 8' PVC 22.5 & 11,25 10 20 12' PVC/D1P 45 40 20 8' 01P 41 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10' PVC 45 40 20 12' DIP 22.5 & 1115 20 20 VERTICAL OFFSET 20111 RESTRAINED JOINTS SEP 05 -4- 3OF3 SEP 05 - CG-tI 1O` Sst ACC AS MAINLINE APPROACH A ROADWAY SHOWN ON PLANS) ( C I C (RADIUS TO BE AS CURB AND OUTTE SHOWN ON PLM61 CLASIDEWALK I j It ((KEES.S)� •►� •�. .►.• •►•• ''• -- 6. q OPTIONAL CONCRETE •i •* FLOW LINE- EXPANS)ON JOINT $ ExPANS+oN SECTION C'C Ni WIDTH "B" 2'-0. OR AS W MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A-U PLAN VIEW ® CWFO�NNSTRRHU�CT�tG�TRADE CI4MKS WITH TAACP�AARTAIlli CURVE, lE THE TUTRAFF S µSDERAI.KED CURS 10' PARABOLIC CURVE TRUCK TRAFFIC EDGE Or SHOULDER OR B MAX. D INCREASERAMPS D TO {7" LINTS OF THE RAgSH(O<ILO 9E OPTIONAL H•LOW Log 00* ® O z WHEN ST'D.CrSED FOR ENTRANCES 91 MAINLINE ROADWAY SLOPE CNN4CE - - - ` - - - - - D IN CONJUNCTION WITH VOOT PROJECTS, PLEASE ROTE THE FOLLOWiJCr��, p� S. WM 4W MIN. FOR STREET D TO THE R/W LLIi IE XCEPT � SUBCRT�ADE�O °E ENTRANCE AN NT�CH CLAN BE WITTM END N SECTION 1A - A RADIAL wits OR COMBNATION CURS RUCTED GUIDELINES FOR GRADE CHANGE D BEYO GUTTER RR//W LL�TEXXCEPT"FTi R REPLACEMENT PURPOSES. CWHHEN USEDDCIN CTOr"MT�jggN�AECOWIITH STANDARD ON ENTRANCE VOLUME DESIRABLE YA)DMtlirt S7ArSDA� 6-:THO BE1911RAiM to MATCH THE HIGH tMOR[ THAN LS00 VPDf as 3 x UgUNTABLE CURS S[[ sTAOAR! ecO-tZ rOR CURB RAMP KS" MEOW t MEOW VPD) 93 x 6 x TO 9E t1SE0 WITH THsS STANDARD. IOW (LE55 TWIN 500 YPO) t K x 9 x LOIAETTAFLOWIDICQO O PROVIDE POSITIVE OORRAINOANCIE ACCRtOSSSS THHE ENRTERAANNCEE. PORTION OF WTTEAMTO PRECLUDE P° lQ OF WATER. METHOD OF TREATMENT- HMErcleci4ct CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REV. 701 VIRGRA DEPARTMENT OF TRANNSPORTATtON 203.04 CO-8 NOTES: t. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI PRECAST. 3. COWNATION CURB 0, CUTTER HAVNC A RADIUS OF 300 FEET OR LESS MO" FACC Or CUI SHALL BE PAD FOR AS RADIAL COMBINATION CURB i GUTTER. 4. FOR USE WITH STABL12EO OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER 2L&L BE CONSTRUCTED PARALLEL TO THE SLOPEOFSLOBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5, THIS CURS MAY 9E USCG WHEN DESIGN SPEED iS 40 NPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 1" R LESS N DEVELOPED IONURBANS M SUBI! AREAS. IF THESE DESIGN SPEE05 ME EXCEEDED STANDARD CC•7 IS REOURED. D Tt" D. p p, D D • D• D D D D p p p _-_-- .--.-__-__-t r TT THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VUtGINA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURS AND CUTTER MAY BE CONSTRUCTEO PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVOEO A MOM" DEPTH OF 7" IS MNNTMICD. 20L03 iPROP GRADE 765 GRADE 760 755 V) 6" PVC SDR-21 WATER LINE 3 a 3 0 W p H- O ~o Z p� _ O O -4- to Ci + O l .- 0+00 FH-1 LOCATED AT ENTRANCE GRAPHIC SCALE 50' 25' O' 50' 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. Vf-RT. 4's 4'pMp M ML - 14ARIS SW B6'-4' IL 101 New 4 4' MOOD WL SECTION A C PLAN VIEW t4 tIY-0' N FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL STANDARD STANDARD P 24` select bast I 8• All backfill to be compacted to 96% of ASTM D698 maximum density. 6' 24• select baci Ir CONCRETE ENCASEMENT TRENCH & BEDDING -1- dia. schedule 40 steel tlpe filled with concrete and painted yellow finished grade 18' dia. Concrel encase SEP 05 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 6/6' x 3/4' or 3/4• 18 in. Dia Non Traffic 74M32CRG Traffic A32HI-1-T 1' 241n. Dla Non -Traffic MG30 (Frame) WiTH RML-1-T (Top Ii Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) treated rx 4' wtth meter box top 6' painted blue and Cover finished grade I~aldewe)k-�-��- 5It Eby finished 3's18`21• \ tone F. .$A grade \ :: lwndi� ::: \ Lx 1' CTS poll Y ; ::.: : : ::::;: :: :; tubing (PET) 200 psi with S3 Inserts / : -%-46` ::::::::: at all connections ::: �.............. saddle with m .... ... � .. :•: :•:: ::. core stop \ :::..:•::. ... ...... .. ::::............................... ..........................: \ Opposite Side e' . 12 gauge Insulated copper wire for line Same Bids 1 • ooupling trsdng, taped at 10 (Pi X HIP) C14 44 foot Intervals with SS Insen and MIP plastic pki COPPERSETTER meter size Opposite Side Same Side 61Wx3141 V3HC72.18WD44.4484 VBHC82-iOWD•44-44-B4 310 VSHC72a8WD-44-44.B4 VSHC82-18WD-44.44.34 1• VSHC74-15WD-44.44-84WA- INSTALLATION NOTES: 1. Exlocation of meter box assembly to be approved Prior to Installation. 2. water service crossing street: a) Encase In 3' dlauneter SCH40 PVC or SDR21 pipe. The piping shell run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk b) Install 12 gauge Insulated copper wire (for Ilse 1Tecing) from corp. stop to Into the meter box (wrap wits around oorp. stop; wire to be taped to top of PET ad 10 foot intervals: come up into meter box and tertrdnete Wei with sngle ball valve). 5/8" x 3/40, 31W AND 1" METER INSTALLATION -7- SEP 05 SEWER t) t �'r FIRE HYDRANT ASSEMBLY -10- L MO N OMOPETE Li Wo N OFd D CUM POEM 24' ILIp 3/M' RODS meoharucel join swivel tee with 6' branch SEP 05 flnlshed grade concrete skid pad 181 d1a. x 8• deep atone Panels Model PA4SV-CSK (41 cast Iron cleanout rep with braes plug having a countersunk eqt- head SDR 21 - aeanout pipe iiiiiiii,brick base Ft 21461 bend 61 stone bedding SEWER CLEANOUT -19- 0 O O 1� r- 0 30" 101 LEGEND, BORDER - WHITE (REFL.) BACKGROUND - RED (REFL.) STOP SIGN -STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 3B-16, PAGE 3B-25. A Qr(p"'WJ, WU)�ZOQd IYOwLD Futz_O -1100 L. ZO WOW�oOO - SEP Ob Cq V Z W rs� w /1 0 V! � U o � U Q Z oe o U LZ m~ W U W 7 o O O �o �o < Q N C:) a w O 0 V) 0Li o C C LLJ O O OOf Lrr.l 0::J LdT :DQ LLJ v = C C 0- U LL- 0 o -J 6 w W rn a a) z t0 � 0 �v v U U 213 O r Z z y OO CV Z W � U LA - • • W ttypJ • 0106100 0°0000000 00 00°00000 00 °00000000 ° 00 000 °00 ° 0 0HOPE 0 °p ° • ,0Lek pv00 22 1/4• ttypJ -7' �l xtruatiu^al Piortia O Isometric A Top View A pl- aulvstt n• 1/4" HOPE bolbd to ET�/-T r 1/V' er P� batted to EW-1 WOUNI'MW 1/4 Oats �t 11 01 b1W SokAMM km 5540-722-40" tIDOT S . Oopc- (g HDPE stoat 1/I P Section 3 bV11 SokAlom Iran 540-722-40" std. EN-1 Elevation PL,437ITIC "" son"'" PART NO BMP DEBRIS PLATE & CAGE SOLUTIONS p am INC. sao-rtu-mot PYD 48 PAY C .i 8 f S1aRT SFCTIDN PLAN IXAMIETER LUC ALTERNATE CONNECTION Trash Rack Assembly sd111104 �aNO Irm 44" 15" DRAIN BASIN CAST IRON H-20 RATED GRATE FOR DETAILS SEE PAGE 4B ■<ll 1 765 760 755 750 IN E EX GRADE -- r PROP I RADE C C4 26' 0% ®1.00 p ® .00% 15n 140 Cl I z < U W 1.00 o w I o 1 " CPP N U U h U 3 z U ON^ 00 .L� m to, jtf,f� f�O°n II ���~� Ito II O. tn� n ~ z aL( oil_ z _ �II_O r•II O I QOOZZ �{-0�� N Z 0+00 0+50 x(l) ADAPTORS CAN BE INLET AND OUTLET MOUMTED ON ANY ANGLE ADAPTORS AVAILABLE 0• TO 359'. TO DETERMINE MINIMUM 4' THRU 15' BETWEEN ADAPTINtS SEE SHEET N6 VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTORS FORT SDR-35 SEWER I Top of tIBeF CORRUGATED POLYETHYLENE SCHEDULE 40 DWV �- CORRUGATED PVC is RIBBED PVCkdo = ,,r,rc,,eix � ft pipe W a .. CU 2 " f- Li �W Elev. A -A NCITEN CUS'TDt SIZES AVAIIAN c UPM REMEST 48" PYRAMID PLASTIC 40 , TRASH RACK SOLUTIONS „ 6ws VA 004 INC. INSERTARLF S'HFFT A 149 TYPICAL CROSS-SECTION 2ye:1 1111110M NIIIIIK� Now?-i� i iglum 7A�Ir*.a�l�rT's�7i�E�a E ii i 3i t�i%� mid 11111111r.= Im. )Fi� E3mwn=iwit®Anuffr-M!".>• WT=NW,' NWri E WK-:, W.! lM*!-WW7!E'-miL-tinw7mamn zwmv i •'�!�'� NOTES. ;S2011 10" OF TOE ;LOA#19irHOL p'olr`R2r >4o 'sDw1i" E9mop TO. Kir FOR 3s" t0 e0" OIAMETOR PIPE, 2. SXRT SECTION Ir TO 30"Q�ULV4t64 DM PPE TO BE MADE IN ONE PIECE.J. SORT SECTION $�[ 1 w4vT" OR WLTND ONN4�I►tAr L!i 11AY BEY TRUC7 N PfCErwTS JONEO 8T . 2" 4. CONNECTOR SECTION, CORNER PLATE AND TOE PLATE TO 8E RIME SHEET TH IMESS AS SWM. S.ENO-SECTION AID FrH&= ARE 70 RE STEEL FOR USE WITH 9TCEL PIPE, TOE PLATE 6. EMp SECTION AID FTTTetOS ARE 70 8E ALUMINUM ALLOY FOR USE MATH A AjMNMIM ALLOY ML 7.EITHER THE STEEL OR ALLU NN END -SECTION DETAILED MAY BE USED FOR PLASTIC PPE SRES HOLES ON Ir CENTER -MAX, SH (VIM W STI -) OR AM APP'ROVEO PLASTIC END -SECTION MAY 8E UUM 0. PPG. ENO SECT q16 D CNOT H0TION ARE TT07 OT K USED OR PAVED. ASPHALT COATED AND PAVED METAL ELEVATION SPECIFICATION REFERENCEFLARED END -SECTION FOR 12"-60" CORRUGATED PIPE CULVERTS 302 VIRDMPA DEPARTMENT OF TBA I PORTATM REV. 710 1D2.03 w(2) MAXIMUM I RECOMMENDED se OVERALL HEIGHT 101 1/1 SECTION CAST IRON '/s SECTION STEEL NOTE, 2° 7" L 2'/i x 'A" ' t14 1. DEPTH OF NLET (H) TO BE SHOWN ON PLANS. Luu4t�e to be 10'-411 �9 FOR DEPTH GREATER THAN 10' USE STANDARD 'Lost with Color T-3'/j' /' `01 2. THE "H" DIMENSION SHOWN ON THE STANDARDS A JOne AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL CAST GALVSTEEL TO THE STRUCTURE. IRON STEEL eeldsd PLC ORIE ARE ONLY ;' int FOR ESTIMATING PURPOSES AND THE ACTUAL 66 t I DIMENSIONS SHALL � DETERMINED BY THE OpHianOs N 3 bs. 43.6 Nbs. :�*omtctors CONTRACTOR FROM FELD CONDITIONS. 8rdas Ribs '""9 i"cr'�'� Weld os 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS iugs TO BE SHAPED N ACCORDANCE WITH STANDARD to copar IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE 80 PRICE FOR THE STRUCTURE. �r x p/j•Lu J /2- x 4" 4. IN THE EVENT THE INVERT OF THE O�TFALL `» . - Q Stud Shear Stud Shear PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE STD �OCOOST NT PWITH WEIR F WAERO �+-�+-� N THE STRUCTURE. THE COST Of ftAtaSHNING t(QQ I 1 1 AND PLACING ALL MATERIALS INCIDENT& TO INLET SHAPING IS INCLUDED IN THE BIO '� WL• '�•. R PRICE FOR THE STRUCTURE. SECTION B-B S. STEPS ARE TO 8E PROVIDED MEN H IS 4•-0- OR GREATER. FOR DETAILS SEE STANDARD ST-1. (YMENSKINS FOR COLLAR DETAIL S. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. M ♦ X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT D TO ABUTTING CONCRETE TO PREVENT Hordwore Cloth 2 6" SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD 3" Diarnater T. - T-DI-3, ♦ FOR ALTERNATE DES4K wM See Nottee 8 a 8. 3" DINNER WEEP HOLE VOTH 12"X12" PLASTIC 1 HARDWARE CLOTH' 4" MESH OR GALVANIZED STEEL WiE WIRE DIAMETER 0.03" - V depth Agar. DDDDDOOflDODDaD NIJttBER 4 MESM HMDWARE CLOTH ANCHbkt) 0%N'3N p' Cosa► N68,r78 a C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 1. I 12'1 18 x 6" width REUNION it _ 00 p 9. CAST IN PLACE CONCRETE IS TO 8f CLASS A3 12"-*"-1V' or 4» ( a t30PSI). PRECAST CONCRETE IS TO BE 4PSI. eir Qn . ~1_ QQOOQ�D[1DIE 10. ANY ALTERNATE METHODS OF ANCHORAGE OF THE ENGIER ,A , G a a mL� SERUM --i MAYTING BE SUBSTtTHE �ED�'FOi THE CASTNEIRON LUGS AS SHOWN HHEREON, SECTION A -A 4" 4" k CONCRETE QUANTITIES FOR MIN. DEPTH '•" /•" 12" carxrete pipe - 1,440 Cu. Yds. Corweto SECTION C-C SECTION D-D 15" concrete po* - 11.52$ Cu. Yde. Concrete I$- Concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pkm - 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. Per odakxxx fact of depth. APPROXMIATE WEXGHT Cast iron Grote 363 I t$ bs STANDARD DROP INLET 12'' - 24" PIPE: MAXIMUM DEPTH (H) 10' 233 q4 Ot VPOINIA DEPARTMENT OF TRANSPORTATION 302 pq F-4 U J r•-I 1+00 1+50 2+00 2+50 0 760 755 750 1 W 0+00 GRAPHIC SCALE' 50' 25' 0' S0' 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. INERT. INSERTABLE SHEET A86 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LIME H GROUND LINE H _ GROUND LINE H r/riJ rrrr � rrrrr rrrr �� rrr /r EARTH JJJ Jr ROD( OR D-0» rr LNYELONG J '� D.Ir /r EARTH d d - a 012 4' O!2 0/2 ^•»• 3' BEDDING b MATERIAL MN V 1D D I I V D 0 i BEDDING MIN. 1110 0 i' t BEDDING x MATERIAL P" x Fr-D� x WTEbM 1 �7 x (+r- -o _ X L MN.$", FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION 24- ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE UPC 1.5 x D UK 1.5 s D srN 15 x D tilN t 5 x 0 (� �M�L LS s 0 J __ _ M11 1.5 x 0� TOP OF TOP OF FILL FILL FILL l� TOP OF�FLLF rr rrrrrrr r rrrr ri r rr - rrrNrrrrrrr rrrrrrrr/rrrr - r r rJrrr rJJrJ rrrrJryr ^- � rr ri r rrrr = r J - ' _ rj ,tr rrr rrr rrrrr - Jrrrrrirrrr rrvrirrrrr 0.12" _ r CROUND - LINE /r r 0-t2-- rirrJGROUND / rririi L 0- rrrrrrrrr rirrrr rrrrrrri d rrr/r, l�rr :DNNtNp d dLINE 0!2^ n EARTH %-ROCK OR MN. V IO D X D � X "- MATERIAL - MN Ut0 d UNYIELDOC SDI'- "e AMi, v1O o pp X ,�__ 0 X F _ 8EOOW 1�iATE�At. EARTH %» HPR MATERIAL NORMAL EARTH FOUNDATION MAIL ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR 24 MAN. 2a" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL N ACCORDANCE WITH NOTES: SECTION 302 Of THE ROAD AND BRIDGE FOR PLASTIC PPE. THE LIMITS OF THE CLASS 18AR:W" MATERIAL SHALL BE CLASS I 8At2(fILl INTERNAL N ACCOROAt4(E EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AAD Bf40U SPECFICATIONS. FOR GENERAL NOTES ON PPE BEDDING SEE INSTALLATION OF PPE CULVERTS 6 -07.00. BAC KFIL.L MATERIAL N ACCORDANCE AHD STORM SEWERS GENERAL NOTES i SHEET ®RECULAR WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. EM18ANItMENT SHEET 1 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 3ND2 IREv „� M3 VRGNA DEPARTMENT OF TRANSPORTATION 007.01 EXR GRADE PROP GRADE 1 C 1zo' -�-01, " CPP 4 0 0.5 5"-C P-_ - U O U U tC) M run � II � h OOZ tr��Lj - 11 ?O �Z � tl__.�o�zz o Ail CV 00 to h r- -~ C . II 0 co a +0 0+50 1 +00 1 +50 re• C:) II Z: +°']c QO Z: GRADE 'ROP GRADE _1 'NIA W (n � t--oz J ZtY Z u, H j _O L ��Z W , v P vtilnW Li o 0 1 O 0 _ v � Q. _`_' v �v N !� 4) -C O `L rn a) O 0 i N Ln V% 0 0 d Q C) 0 N J 01� Q (0 c0 ad- a>�� N N +J rr) C 0 0 U 1- U. •L O L (ll L_ C cn O 'W aW �I 15 9:9 Z W Q 0 � w V FIN-• o V U 0 Z �8 o v� ~ MU W O o CO o a O o N w O O � t- LL_ W O Q (I tC W w I- � aW U _ c d U ) U LL (n (n Ut3 ! U i co wco O(j y O >~ O Q 0 Z Z Y Z O w W _ _j CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other Improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be In accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. damage shall be the g o n utilities. An a The contractor shall exercise care In this work so as to avoid damage to any y g contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1 800 552-7001. 3. he contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for Improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Enggineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com <http://www.fcsa-water.com>. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and material. b. The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter bog assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. C. The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. An Application for Service must be made and fees paid before work will begin. C. The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d. For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly 9double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required. The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fare line shall also have a firer service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fare service line's backflow prevention device. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Q. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Site Plan I I � I. I� 1, i Back Creek Magisteriai t?istrict Frederick CoIt7ty, Virginia TAP: 7 5- ((A)) -2P toned: B-3 -r--% Proposed Use: Commercial V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VfM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present durning the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and ViM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT - representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Vicin it Map P Scale 1 "= 2000' FEBRUARY 17, 2006 I 0-1 ! i1, Owner/Developer: Bean Properties, LLC PO Box 3625 Winchester, VA 22604 Phone - (540) 974-0447 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Liles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman Patton H arris Rust & As ®ci tes®p Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, P�� H of Suite 200 r Winchester, V A 2 2 6 01 PIONALD A. NISLOWSKY, J4 NO. 20674 T 540.667.2139 0 1 1G o6 < F 540.665.0493 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. seat a. a © LANDSCAPING l LIGIONG PLAN EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Conntractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified os-built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized durin,9 the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. w1hAr, t1`1, P APPROVED R 5P W1- Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date • Project Number Sheet Num ber 1, • :L --1: :�l , ::F- PRO3ECT SUMMARY I I __A � _ �� � E: E E, ]E:�T- - ^-� TAX IDENTIFICATION NUMBER .000 acres C S X RAILROAD R / W EXISTING PARCEL AREA 2.000 acres DEVELOPED PARCEL AREA 2.000 acres ZONING B-3 ADDRESS 210 Prosperity Drive CURRENT USE VACANT 2" SM12.5A PROPOSED USE OFFICE/ WAREHOUSE N 41 05 O' 12 " E 8" VDOT 21 B DISTURBED AREA 2.0 ACRES SETBACK '�.ls - �T��_.� - _ T ..�_.�,"' __ .-_�..�..: x _ - _ __.-J .� +�+• ��� .� \L� a REQUIRE PROVID[(� 1 5 �i ' �f I E E N �` E WELL COMPACTED SUBGRADE FRONT (US Route 50) 35' 81' CIS 5 INV= 7 49. 65,,- _ GAS _ REAR 15' 50'+ > 5' 10 .� PARKING BUILDIING HEIGHT 35' MAX. 30 + - ., �-x. _._ _.. ._._. , _.. ..._ _, ___: ....,.. _ .._.- __...._.< _._ . „ �+ _...-.-•____ _- ram._-..-_"..'�..� �.. e GROUND FLOOR AREA 18,000 .:: ✓ r NUMBER OF STORIES 1 - 3H0 - 3H0 - �. - - 3HCi I�Q 3 FAR OWED ALL -_...0.20 - __.�.o _ _ 4� FAR PROVIDED ... > ; �'-_ :<. <.: m ... ^a..,..:_ � ,:_� � ;�Fb -,:" � �-r.,•.� _...,ems.. - 9 .(F. 'Q ... "�:..f-._. ..,,. :'. ,_. ...... ..,_: :_... .......,. x.,...,_. .:` .c: Kam;.. %/ P.. .. ..._ ._ �. ._......, _ > .�- ..-. �w - •_ .,� �ri � � �. x ,, _ .. o. ': � � '�`� DB 5 ,3 MINIMUM LANDSCAPED AREA 0 64 AC 25% EX 65 PO fvER STANDARD PAVEMENT SECTION ( ) _,., . _ \ / _._.__ LL� _.- _ .> w.. - w._ _ _... r ... _.._ w:: w :- _ - _ _ . _585 LANDSCAPED _ = _ __ .•.._ _ Not to Scale LAND ED AREA PROVIDED 0.74 AC. 37.2% _ - :c EX POND OUTFAL .. - ��� 8 3 F' / PARKING PROVIDED STRUCTURE AND ROE . === R _ • = > : -� •�' ; :_ � _..----� PIPE TO REMAIN OFFICE SPACES (1/250 SF) 18 38 0 H E �-- - --= =' 0 H F - -- -C-- ;:; s _ .. - - "" - 0 H E E SPACES PLO 9 19 .;.._. . � / ,� WAREHOUSE (1/EMPLOYEE) YEE) OPEN TOP HANDICAP SPACES 2 3 6 PVC INLET LOADING SPACES 1 5 :-: - INV I N = 750.32 " SM12TOTAL SPACES PROVIDED 0 57 '�C' _- / / 1.5 .5A INV OUT=750.29 PARKING LANDSCAPING ""Y "-^r«'f a..aw. ' " ! c_'*a< 'µ: �•,.:..� - '` e. ate• _ - " _ 3 25.0 ._ � BM 60' °` � ':�� ` �; � PAVEMENT AREA 36,674 S.F. 1 �' 6P/�CJ 14 ;.o DUMPSTER PAD 8 VDQT 21 B PAVEMENT TREES REQUIRED 18 AND ENCLOSURE o .. = 1 / WELL COMPACTED SUBGRADE PAVEMENT TREES PROVIDED 18 LOADING DOCKS 4/ / INTERIOR TREES REQUIRED 8 � , g D'EAIL S INTERIOR TREES PROVIDED 8 f� I r v ,; D ,, ,brx / TOTAL TREES REQUIRED 26 �. f / TOTAL TREES PROVIDED 26 WAREHOUSE 20,00' 1 zoB~ 4 NOTES: 4,500 SF � / 60' LOADING DOCKS FF ELEV=759.70 O / Q��� �\ �\ �\ �\ �\ 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE f REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. ILO IZD o b O a//� / ��P 2 ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE LOT 7 $ p �, / / �P �, HEAVY PAVEMENT SECTION 3, ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM i x Z Co 4 / EXTERIOR LANDING AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE 2.0000 AC. n ._ 20,00' tv P©� Not to Scale 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL AWAREHOUSE 75-((A))--2P z ��� �/� / ��� FEATURES EXIST. i C7 4,500 SF BEAN PROPERTIES, L L C ca / / yew 5. ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE < FF ELEV=760.75 " b O / 4 / MARSHALL REQUIREMENTS. INST. #0500 - � _ o b: v % 0 6. ALL UTILITIES TO BE PLACED UNDERGROUND ZO E: B-3 / -- 0 r7 4 // 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF OFFICE / , VARIES„ MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 16.00' LOADING DOCKS e VARIES f�iSSt: LY ROUTE 1129 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 1,500 SF 21 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. .Z DUMPSTER PAD SE7` 3 \� / FF ELEV=759.70 �� �Rg-� SAWCUT EDGE LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. AND ENCLOSURE, - / PROVIDE TACKCOAT 10. FlRELANE MARKING SHALL BE PROVIDED AT ALL FlRE HYDRANT ANd THE F.D.C. THE STRIPING W N , MILL 6 X1 1/2" "JOINT VARIES CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL a 11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWiDE BUILDING CODE AND USE �4 �'1 GROUP S (STORAGE) OF THE INTERNATIONAL BUILDING CODE/2003.(200 CODES CAN BE N I 60' s - PA 1 f UTILIZED UNTIL NOV. 16, 2006 IF REQUESTED). OTHER CODE THAT APPLIES IS ICC ANSI CTICrl I o . . < �,�' /� _ A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLANS SUBMITTED FOR WAREHOUSE ! IX. EDGE OF PERMITS SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. THIS INCLUDES 4.500 SF 1 RELOCATE FN �b PAVEMENT /..••• STRUCTURAL AND SYSTEMS ON THE ASSEMBLY USE, SPECIAL INSPECTIONS UNDER CHAPTER ( ! FF ELEV=761.50 1 a f / VDOT CG-6 17 IBC IS REQUIRED ON THIS TYPE OF STRUCTURE. SOILS, CONCRETE, STEEL ETC. NOTE f OFFICE 1 1/2 SM 1 .5A THE REQUIREMENTS IN TABLE 602 IBC FOR FIRE RATING OF EXTERIOR WALL TO PROPERTY U W -'� �� 1,500 SF ,;; �� �/1-8"x6" WET TAP *CROSS SLOPE= 1/4'.•1' 3" BM 25.0 LINE BASED ON TYPE OF CONSTRUCTION. - ,Y BY FCSA OR MATCH EX/STING 12. F� ELEV-760.75 b M FIRE BARRIERS SHALL BE INSTALLED AT AREAS THAT EXCEED 1 OOO SQUARE FEET UNLESS Z / 8 21 B EXifND 218 ARE PROTECTION SYSTEM IS INSTALLED. N �r..I ^� OFFICE �( 60' b Q - / WELL COMPACTED SUBGRADE OF CURB OND BACK 13, ALL REQUIRED EGRESS SHALL BE ACCESSIBLE TO A MINIMUM AREA RESCUE ON THE (� 0 = o O� f jj C� EXTERIOR OF THE BUILDING (NOTE ARE RATING OF WALLS WITHIN 12' PER IBC) AND 50% OF W W W 1,500 SF <�0 ".S/qy v / �,� ROUTE 1129 WIDENING ALL ENTRANCES SHALL BE ACCESSIBLE. SECTION 1007.8 IBC. DOOR LOCATIONS ARE NOT cV CL' Y I FF ELEV=761.50 0 ,. o •� ��D. s. <;A C, / SHOWN ON THE PLAN AT THIS 11ME, 00 , Z C� m 'U • . &. _ N ° , 21 FtiE LAIC POLE MOU D HANDICAP PARKING o l C3; �, / '� Fire Lone markings and signage is required at all fire hydrants, fire department \ SIGNS INST LLED PER VIRGINIA c "` - f / / �/ ��` �� connections, curbing not delineated as parking, and ail normal and emergency C7 �" W W I STATE COD SECTION 36-99.11. <- o �� O �.. Q� Q O r\� Gj access points to the structure. The contractor shall coordinate with the Fire - I I t-- N z U i l (3 REQ,D) 'I 3 gyp, �O QV�kO O� Marshall to ensure these requirements are satisfied. D Y N �- PROP. CO Q 1 _ O °• D V, 00 INV=753.50 n m 60 o v I v °� / .�' �� O P W L,_1 g LONG S/W Wry b /// f �% `f' o`�'.;,r9.4PH/Czr SC.4LE J �6 20 10 0 20 40 1 I G ro (� i PROPOSED 4" INV. IN=753.05 o0 9 r n �� 4/ ,� / Gj� /N FEET 9,00 / / / J 1 inch = 20 ft. CORE DRILL NEW INVERT R� RELQEATED MTR�B�( i ' g ADJUST RIM TO PROP. ASSY W/1'" 4 ELEV.=761.60 r 4 PVC SDI 2T- z I EX. INV OUT=752.55 `�' SAI+I LAB = r ol x-- _ �- RIMjr RATION / v� 20 "LL TRIP GENE R - _. _,� _ wE FUIR TUTS / w 8 4� f THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 522 T.P.D. / i a FH-1 / w w w USE CODE. 710/150 wdyiPC 00` TRA t ROP SIGN a- / v� P TOP SIGDL-----�' p TRAe- ___ , - BAR., RIM =763.27 z IN=752 07 18 ;fix INV. 75 97 M o T TIVU - S/BHT D/STANCE PROSPER/TY DRIVE ��EXCEEDS "0' MEET & MATCH S ` - EX. CURB ,S UNPOS�pT77AV L/M/T SPEED-...� , 60 R.O.W PH ---`- --- i WV OP 639 N V�s�• 9 /IVS of WV ��' INC N aU 751.90 T� 0000o T17s1 OS, �CiVE'0. �3�s • 8� A070 EASM�� f �� 41, ROP $6N LOCA N op (SIGl)I,4'f0 BE L ATED / w 3 0�1!SIDE OF UTY ESMT'S) �. CONNECT TO IEX- ;<'` CURB MATCH LINE AND GRADE / �,,� 4 ��� / w �\ + < V O Qr T DISTAnIcF-- EXCEEDS 300' \ l O C� Storm Inlet Summary H- STIR top to CUL out Str. No. Inv. In Inv. Out Top Elv, Type Throat Spread(ft) inv.(ft) 1 752.37 752.17 755.00 DI-1 - 3.48 2.83 2 755.36 755.16 758.78 DI-1 - 6.15 3.62 3 757.26 757.06 760.50 Drain Basin - 5.00 3.44 4 - 757.52 760.70 DI-1 - 5.00 3.18 5 751.75 751.55 754.85 DI-1 - 10.00 3.30 6 - 752.35 754,85 DI-1 - 17.00 2.50 21 - 755.79 759.40 Drain Basin - 10 3.61 JCo W4 Cf)Z°¢�Utz0 w (aN C�L,Z LP �Ww ao elf IV W J F- v � (J ti -V ++ 0 Q O i U N O O Q S pp N O t J Q cs7 r6 p Ln 0 � CD �-C U. N O L � _ C/) + C vi O a� t� Q' CL w z Q. M N z _ Z_ W o� Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type _ 1 752.17 752.00 17 15 1.00 CPP Q V 2 755.16 752.37 140 15 2,00 CPP 3 1 757.06 755.36 85 15 2,00 CPP �= 4 757.52 757.26 26 15 1.00 CPP `� Z cr_ U 5 751.55 751.35 41 15 0.50 CPP � 6 752.35 751.75 120 15 0.50 CPP U iE 21 755.79 j 755.36 43 8 1.00 CPP `- M NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE 17 OR EQUIVALTENT. w W LEGEND PROPOSED CURB & GUTTER ............. eo aoN CD O a O PROPOSED CURB & REVERSE GUTTER .............. co co L N ra o 0 PROPOSED STANDARD PAVED AREA (B' 218/2' SM 12.5A) • • • • • - PROPOSED HEAVY DUTY PAVED AREA(8' 218/3' BM-•25.0/1.5" SM-12.5A) � �- ������ O O PROPOSED CONCRETE AREA , , ° to j N l) O PROPOSED GRASS AREA ..................... C C C Q �- ZONING BOUNDARY _ ZB a) 0 a) o (D o Z > m J w N UTILITY PEDESTALS ........................ 0 D >0 - W ~ w Q Q U W 2 c c c f1 V) 0 Cn V) EXISTING STORM DRAINAGE & STRUCTURE . ............ - o v U PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • • - V) W PROPOSED WATER MAIN . ... .. . ... .. . . . . . . . . . - W L z EXISTING WATER MAIN - 'ri O PROPOSED FIRE HYDRANT ..................... v o o Q d- U U PROPOSED GATE VALVE & BOX .................... wi O EXISTING SAN. SEWER AND MANHOLE . .. . . . . . . . ... ... PROPOSED UNDERGROUND ELECTRIC SERVICE • • • . • • • • • • • •• E PROPOSED UNDERGROUND Tt1EPHONE SERVICE ........... T z z U ZZ 0 PROPOSED GAS SERVICE . ... • • ................ L \---- 744 ----------------------------------- ------ :r-- CSX RAILROAD R/W , 744 ------------------------------------------ --------- --------- ------------------------------------ -------------------------------------------------------------------------------------------------------------------------- ------ 746 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------- ------------------- -7 50- -------------------------------------------------------- - - - - - - - - - - - - - - ----------------------------------- ----------------------------------------------------- --748---/ ---- ------------------------- 11 -- -CS IF -- ----------------------------- -5n'l 9 " F 60 D) I-- 750 k' / CLO DB--- 0 UJ M < > 70 LLJ Z L.LJ C) C 0 7- I It 0 LLJ V) .27m&M EX. CURB --* 763.40 752-0/ 1-751.97 SIGHT DISTANCE � EXCEEDS JOO' 6 W IRF WV ......... .. HO 3HO - -- - ------------- --------------- DEIEN77ON POND S7RUC7URE LOD I + PER ORIGINAL S17E PLAN AS DEWNED -PON OU 75�.'00 8 Y GREENWA Y ENGR POND TO A C T A S SILT 7RAP DURING CONST CLEAN UPON TO nit A I 56r'13 TE- 0 H E 0 P PEq ,5 1�V I ET 1 VN 0.32 //X1 N =750.2 756.6 q%6.25 755.5 EX. POND OUTFALL STRUCTUR / 756.7 AND PIPE TO REMAIN. 757. ADDTRASH RACKTO TOP/,/OF TOP IP EX STRUCTURE AND DPRIS AGE TO 6* ORFICE-/ HOUSE \�LOD )0 SF 1=759.70 ------------------ T 7 CL 'C" Q )0 Ac. C) 4,))-2P 0 'ERTIES, LLC 500 V, B-3 75 OFFICE 8. 1,500 SIF FF ELEV=759.70 75. 5 757. 759�O <) i9.6060' + C1 CONIC. S/W .67 59. 758.78 TOP IP 75 Q) ro -7/ C), \X LOD .6 0.17 C) N,) Z AS + -',M,&M CURB 88 N.I -V ++ A"r) 0Ro4R111V"SMLAF 20 10 0 20 40 IN FEET I inch = 20 ft. STONE CONSTRUCTION ENTRANCE 7W HM EXISTM PAVOCHT MTER 'MuKrARE am q3q1QNAIJ SIDE ELEVATION EM GROM 70' MK :i -T WASHRACK Nft WTMKV.) 21 HIM r RAM% ZVDaT ilma 11I POSITIVE DRAVLAGE MEEZI ma I TO SEDIMENT TRAPI DEVICE MUSr EXTEND FULL WIDTH OF WRESS AND EW49SS OPERAIION PLAN VIEW 1Z UK AW0 r WN. MM CLM SECTION A -A REINFORCED CONCRM \DP" SPAM SECTION B-B 31 1 '�A -i I T. 771V BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER INIRE SCREEN CONCRM S= --------------- GRAM!mm IVAIM SCREEN 7 t- FILT!Illri� WWIER fWNOFF- WATER MTH SEDIMENT JIN Yr SEM -T"T SPECIFIC APPLICATION TMS MMOD OF INLET PROTECTION IS APPLICABLE WOM HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. 0 GRAVEL SHATI BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VL DSWC MOW oil= 3: CLAI #W. an to awn moam ELE VA TION 3=M Hamm CAROLINA SEDWDff CWFRDL COMMMM PLATL 3A& CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS A14D EXCAVATE A 470" 2. STAPLE WIRE FENCING TO THE POSM TRENCH LIPSLOPE 94M THE LINE OF POSM FLOW 3. ATTACH THE FILTR FABRIC M THE WIRE FENCE AND EXTEND FT INTID THE TRENCH. FL 4. BACKFILL A40 COMPACT THE EXCAVATED SOIL GJUM CM ZNZM MOM -o' GRAVEL FILTER SPEC= APPLICATION TMS MET= OF RUM PROTIMON IS APPLICABLE AT CURB INLETS WHERE PONDIKG IN FRONT OF THE STRUCTURE 19 NOT L11MY TO CAUSE INCONVENIENCE OR DAMAGE TO AWACENT STRUCTURES AND UNPROTECTED 0 GRAVEL SHAT-1 BE VDIDT J3. #357 OR 5 COARS AGGREGATE. PIATE. 3.07-§OURCE' VA- DSWC SEDIMENT TRAP WET VOLUME 107 CY DRY VOLUME 107 CY RIP RAP TOP WID H, 2.0 HEIGHT TO OUTLET BOTTOM, Ho 3.0 HEIGHT Or' 'Ar'" " 4.0 Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per oc. 12 lb. Annual Rye per oc. 1000 lbs. 10-20-20 FertilI per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary StaWrizotion: Seeding to staNize areas left denuded for more than 7 days, but not yet at final grode shall be as follows: 60 lbs Gemian Millet per ac. (May through September) 60 lb. Annual Rye per oc. (October through April) 450 lbs. 10-20-20 Fertirizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per oc. Seeded areas to be watered and cared for as necessary to provide grass emergence. f" IVal J '3 1;' 4,1131 1! 11"1 DR44a- DW ....................... wwo- -j < G- U) 4 -i R. z C, < .'t -ZO� wow z 0 .2 - !� 0- (- �-- �- -Z M Q0 V) -Wo LLJ OX 0 C 0 of 4,0 cl- 4mm 0 0 ui I F- c- < 0) 0 C) C:) C: C-4 C) 0 0 r- < 06 0 0) 01) cu 111 14- C C14 C n C 0 0 0 LO a r--.. r--, 0 >1 Q C Ui 0 0. Li Z 00 (f) 0 W W ��L' z Uj D V) (n c1c %I z Cr. i- W C-) M Ljj 0 Ck: cr_ a - to C-4 0 1-1 C14 z 0 04 LL- cn all 0 (4 CA W 0 E E Uj Li 0 0 z > -j Lj 0 0 0 X Ld M < LJj 0>' pa: :D !;� LAJ 3 M U) a U- V) U) CIO W U3 U3 0 C3 z (0 Ld 0 z z \1 Z 5 C-4 Fn LLJ z Uj 0� :E 1(61 on 0, 00 LUL-j SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED TIES ®1'-6' O.C. J3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE OFF SITE LIGHT POLE TO BE GALVANOT STEEL PAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1' TOOLED EDGES HAND RUB FINISH ON — SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. Is FACE OF 3'-0' CURB GRADE 8' GALVANIZED GROUND ROD. BOND TO POLE. /3 STEEL REINFORCEMENT---,,. TIES @ 1'-C O.C. 14 STEEL REINFORCEMENT j BARS d �Nlip LIGHT POLE LIGHT POLE BASE KTH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. V-8' 0 CONCRETE BASE P.u. CONDUIT AT 2'-6" BELOW GRADE TO PANEL. NOTE ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT 1'-8. NOT TO SCALE LIGHT POLE FOUNDATION DETAIL ao*a LITHONIA KAD 40OW NH 2-FIXTURE MOUNTING HEIGHT-20' aL UTHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR UGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. ,��4PH/CSCALE 20 10 0 20 40 IN FEE! J 1 inch = 20 ft. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips T i Prune narrow crotch angles and water spouts Prune broken branches r/ Prune suckers 2"-3' mulch kept away from trunk ,—Soil well to contain water UNAMENDED backfill soil �;Qa: "�` J Partially backfill, water to Widen and score hole wall —� - .4 �� .' settle soil, finish backfilling Area for water drainage Remove container and cut circling Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlop as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL w scale Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per ac. 12 lb. Annual Rye per cc. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agriculturol limestone per oc 2 tons straw mulch per oc. Permanent seeding will occur as the final phase of construction Temporary Statuflization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be es fellows: 60 lbs German Millet per oc. (May through September) 60 lb. kwal Rye per oc. (October through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING SCHEDULE 80TAN/CAL COMMON NAME SIZE AT PLANTING SPACING OUANTITY 4 ACER RUBRUM RED MAPLE 2" CAL. 90 6" HIGH AS SHOWN 13 OUERCUS PALUSTRIS PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 13 ILEX CRENATA "HETZ//" HEY HOLLY 36" HEIGHT 3" ON CENTER 80 ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. REASONABLE PROVISIONS FOR PROTECTION FROM VEHICLES, PEDESTRIANS, SHOPPING CARTS. DEAD OR DYING VEGETATION SHALL BVE REPLACED AT DIRECTION OF ADMINISTRATOR. REPLACEMENT SHRUB SIZE CONSISTENT WITH TART EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION. REPLACEMENT TREES AT 0.5" CAUPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER. J � Z Q O 3 1rtal Z o VW 0 O Z O F—W c1�p� , W N W z = W WSW w L '� o U� a cr a- -W Oa v vi 7�L _ :3 V) C cn O Cc p' a Ld �J I -0 O O O N O Q '00 > N d� _j N +� M ro c O O 0 - U f'— U . V J 9_ Z W �� F— �! O O U o V J /) Z U W OG gx W �W c U c M U W W I_ D: cj� 0- oa o O C) N w �O w N V) 04 LL W E w m O 0 [ifQU Ld _ a. cn o O cn U) V O C) —j M IO � U z 0 Z o Y C5 Z Z U) o 3: Q U W Cq J 0 C) Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 6- 8' 10' 12' 6' 8' 10' 12' 6- -- 40 60 60 -- 20 40 40 8- -- -- 40 60 -- -- 20 40 10- -- -- -- 40 -- -- -- 20 RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 1 8' 1 10' 12' 6- 8- 10- 12' 60 1 60 1 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- SEP 05 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. 9 A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a too's Lr and a 451 bend's L requirement. RESTRAINED LENGTH -OF PIPE (Ft) TEE PVC .� DIP r X b Lf Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 1 20 1 10 20 20 RESTRAINED LENGTH OF PIPE (R) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 1 20 20 1 20 TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6' 1 8- 10' 12' 6' 8" 10- 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 1 10 2D 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- T;c-72 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE CRASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL.. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLIT14MLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBt.E CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED T CENTER TO CENTER ALONG 12i1 HAAX BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 12i1 MAXI •�-!'� CONCRETE COVER P/2". s. AREBNCLUI�DE IN PAYMENT FOR CUGUTTER SLOPE RB CURB AND GUTTER. TO CURB RAMPS TYPE B 7. CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHEIN THE RIGHT OF WAY yyOF A HIGHWAY FACILITY ORONOONEEXISTEN�T THEYADA�NISTSB LOr WOCATEORWITHIN PEpEALK STR1A1�iTCROSSWALKSM. OO' AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGHEER,AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A t ONTNUOUS 12,100 ALL ACCESSIBLE�STELEMENTTSS STABLE, FACILITY IPTHHATC MCI BEATAPPRO APPROACHED, ENTERED 1Zs1 .• AND USED BY PEDESTRIANS. * ___.__----- 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' M18 AT JK .2" PAVEMENT THAN THE CURB OPENING 1S PLACED WITHIN) THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 15 PERPENDICULAR TO THE CURB. AT:I* ,SAME AS TOP CF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAOICANNOT TYPE C RAC,RTREQUIREMENTS ANTICIPATED TRUCK TRAFFIC, REFER STANDRDC-113,COMMERCIAL ENTRANCE ((HEAVYPARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH, 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH. THE MICNMUM WIDTH SHALL 13E THE WIDTH OF THE SHARED USE PAT" 1.6" 2.4" Rtif.CATED DOME C-C �-0 0 ao 000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 K 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `' O 1) O O O a 0 0 0 0 0 0 U 0 0 u 0 0 0 0 0 0 0 0 O O O O O O 0 p ~ o 50% 65% OF BASE DIAMETER 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 R, 00 0 0 00 00 0000000 0.9" - 1.4" VARIABLE AS O �+-^---- 4' MNMUM.-------------� 1 PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET I OF 4 CG-12 DETECTABLE WARNING SURFACE OFF REV.7/05 GENERAL NOTES 105 oz 203.03 VIRGINIA DEPARTMENT OF TRN4PORTAT" CG-72 CONSTPERMISRUCTION "� JOIN T - W 5 DOWELS. 8" LONG 0 12" C-C m' 1 TRUNCATED DOMES A SEE SHEET IOF 4 FOR DETAILS TYPICAL DESIGN 81-01, 1 4'-0" BACK OF CURB 121 MAX. 48:1 MAX. 20:1 SECTION A -A PERMISSIBLE �` � �'L',a ��•-. � r CONSTRUCTION JOINT -SECTION B-B 4 tp:1 MAX 1 =i MAX NOTE: FOR GENERAL NOTES ON THE OETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL x BE THEPMARKEDD WITHIN �_i CROSSWALK AREA 3 Y to �� W- ? � V t3 V V) CROSSWALK CRo Wo TYPICAL PLACEMENT v OSSWAI TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 CC-12 DETECTABLE WARNING SURFACE sot TYPE A (PERPENDICULAR) APPLICATION NEW 7105 VIRGINIA DEPARTMENT OF TRANSPORTATION 20305A 2OF3 SEP 05 finished DOWN BEND DEPTH 4 FT. MIN. Ld DOWN BEND RESTRAINED LENGTH UP BEND DEPTH LU Vertical offsets contain down and up bends. On down bends, one jolnt fads horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any Vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side Rof the fitting shall be restrained (Ld, I.u). RESTRAIN® LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT. 4 Ff. MIN. 5-12 FT. SffAYP'E DEGREE OF BENDS Ld (OOWN) LU (UP) SIZF,/IYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6- PVC/D#P 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 2Z5 & 11Z 20 20 8' PVC 22.5 k 11,25 20 20 12- PVC/DIP 45 40 20 8' DIP 4, 22.5 dr 11.25 20 20 12' PVC 22.5 A 11.25 20 20 10- PVC 45 1 40 20 12- DIP 22.5 B 11.25 20 20 I � ' xxSUWASTREET A �CAPPROACH AS IrA.iLRME W#M TO BE AS I ( ROADWAY SHOWN ON PLANS) C C 11 DTADIUS TO 6E AS GUTTE SHOWN ON PLANS) (ST`O, 0 SIDEWALK 6- >icwx.� EXPAN3i0N JOINT I e NOTES WIDTH -9- Y-O- OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION, q PLAN VIEW VERTICAL OFFSET RESTRAINED JOINTS -4- 3OF3 SEP 05 CG-t) Y TAKES )� �i. •�. •�'•��'••%L. •*. _ - -.,� CONCRETE •�, •►• JOINT SECTION C-C N CONSTRUCT GRACE CHANGES WITH A PARAPOLIC CURVE. ®WHEN THIE ENTRANCE RADICANNOT TE AGXtB HEAvy AN � RE MENTS OF 7 RN WPARABOLIC CURVE THE rC TIE DEPTH SgEMC RAMPSD LINTS OF THE RADISHKKAD BE EDGE OF SHOULDER OR 8 VAX. CHANGE INCREASED TO 7". 01210"AL FLOW LINE MANL1'E ROADWAY -- • •• �. •� •• - -- ENTRANCES T USED T�PR"CS. �. - N CNgMST'OC.7�nMB�TN �....� D VOOKEASESE NOTE THE FOLLOWPO OPE T0IANGE �� SLz ~' " 5, MIN.- 40' MIN. STREET iK`X. y PAVEMiIIT L BE CpTRUCTEO �'^`- D 70 T RIIII LINE tEXCEPT ANY SUBCRADE DESIRABLEE FOR PAVEMENT WHICH CAN REQUIREDSTABILIZATION OMITTOR M EO N NTR A4 SECTION A - A ® pigg OR COMBS"TION CURBDUTTER GUIDELINES FOR GRADE CHANGE D SHALL NOT 8E CONSTRUCTED BEYOND RFMEXCEPT FOR �NT��s USED IN CTONNAHCTIONAECWWIITH STANDARD ENTRANCE VOLUME DESIRABLE MA10MR1N CW�HEN STD 6-TT'0 6E�TiDM.O THIS THE HIGH WORE THAN t= VPD) O x 3 x MOUNTABLE CURB ME" (500.1600 VPD1 S 3 1 61 SEE STANDARD CQ.1S rpR CURB RAP OEfIGN TO SE USED MATH THIS >:TANOJIRD. LOW US$ THAN 500 VPD) NG a 1 i '1 * PAWS ARE TO k=ATE WHEN CONST TION OF A FLOW LINE K REQUIRED TO PROVIDE TIME DRAINAGEACROSS�SS THE ENTRANCE. WAIWING OF Mfi0 PORN OF G{11 UK POMOW WATER. REFEREMCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES f i.7/01 MAGMA DEPARn1ENT OF TRNISPORTATIM 2O3.04 CO-6 NOTES, 1. TINS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO 13E CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. C040NA70ON CURB L CUTTER HAVING A RADIUS OF ADO FEET OR LESS MO" rACC Of CU") SHALL 9E PAID FOR AS RADIAL COMBWATION CURB L GUTTER. 4-FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB AND GUTTER 2g�i&,L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COtFiSES AND TO THE DEPTH OF THE PAVEMENT. 5, TINS CURS MAY BE USED WHEN DESIGN SPEED IS 40 MW OR LESS ON RURAL HICHWAYS AND 45 MPH OR R LESS N DEVELOPED URBAN L SUBURBAN AREAS. IF THESE ESE OESK;zM SPEEDS ARE EXCEEDED STANDARD CO-7 IS REQUIRED. r D THIS AREA MAY BE CONCRETE AT THE OFT04 of THE CONTRACTOR ERE COMBINATION 6" CURB & GUTTER 105 502 WHCNIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A ININUM DEPTH OF 7" IS MAIIITAMED. EX GRADE I PROP GRADE 6" PVC SDR-21 WATER LINE 0+00 FH-1 LOCATED AT ENTRANCE GRAPHIC SCALE 1 INCH = 50 ft. HORIZ. 1 INCH = 5 ft. PERT. METER SIZE METER BOX METER BOX COVER W x 3lV or 314' 18 in, Die. Non-Tra ft 74M32CRG Traffic A32HH-T 1' 241n. DI& Non-Traffhc MC30 (Frame) WITH RML-1-T (Top Ud) Trafflo MC30 (Frame) WITH RML-12-T (Top lid) COPPERSETTER meter Dime Opposite Side Same Side AV x 314' VBHC72-IOWD44.44.84 VBHC82.10WD44.44-B4 3(4' VSHC72-18WD4444-B4 VBHM16WD44.44-84 1' VSHC74-16WD4444-84WA- LEGEND, BORDER - WHITE (REFL.) BACKGROUND - RED (REFL.) STOP - DUAI�- QUAIL KIf1T Tn CENAI C 5 I ANUAKU 5 I QF IiAK STOP LINES SHALL BE THERMOPLASTIC AND BE INSTALLED ACCORDING TO THE MUTCD 2003 EDITION SECTION 3B-16, PAGE 3B-25. JC co Z0Z tY0 w �- IY O wa1" Iw-05zL` nI 0 L Z HO wOw WW xLI_C 0000 af a-WW00 V U1 Q -N C) Rt `L 0) cD O I C) U) L z: o 0 4- Q p 0 N � -I Q cfl Q0 06 (1) > O) J >, �1 d O n 0 C- O 0 L a- U F- LA. w ui O L � L � M L W O N +0 Q) O is aW C6 V) V) W J J - ._.. Q U. 0 0 V) 0� J W r 06 Z W G �S D � /1 0 VJ � U o V) U ZLr- �8 o U m f- W U LLi 0 O- 00 C� O s>[ 0 0 0 N 3 J 0 Z '0 ( V I LL- 0) Cn C C -+ Q) a> E � i( j w UJ I- O > wf� _i w Q LLJ c`�) _ aa-- cn 0 Tn to v o N J WW 100 - o v UU Z Z Z5 Q w W N Ld N Z M � C.3 r � t 1/4' steal oat* GoWW to EW-1 • 513• g 00 �•-00o •• • 0 000 0 0 �HOPE ;•00000 �b 22 1/4' i druatwol -53 I/2' (typJ •o Isometric A Top Vier A NIPE I* d to E11V-1 HOPE Bbucb vil plonk Wa** *W 1/4 oats (b° Swat,. kto. 540-722-4E04 SK V (6 ffAr Section Elevation O HDPE ItruadK/= p 3nlanand 14 ufud �yopPloR�a Soluttone km 540--722-46" dd. EN-1 5 PLASTIC w boom BwA PART NO A BM 4M BMP DEBRIS PLATE & CAGE soLVTloxs p, INC. PAY C B I F StcitT CTDN PLAN pAMETER -X..� LUG ALTERNATE CONNECTION f- Trash Rack Assembly nva S,. h. 404 Top of Tbw ke PI" Elev. A -A 14cm CUSTD)1 SIZES AVAD.ABLE LPM RECUEST 48 9' PYRAMID PASTIC Pa BOX 4M TRASH RACKOLUTIONS WIrchwtv VA 2MIN s4o-7�94 NINTH CONCHM FZU INC, ..Y 1N91ERTA1RLR RUIRRT A 1 A) ES-2 OF �Al � 2'fit TYPICAL CROSS-SECTION c MWRE Wo pis ■�rii:• �Ii �s� E�i OEM= mullimiF711i3i ® Il�lt,i 1W-W1111111171=1111111NK-amW mNE2 NO�TppE�(S.��TE gpt L FTLAMg CEI LEMGTk OF TOE PLANE 6 W FOR 12 TO dA1ETiR PFE MD WO. 222" root 36- TO 1110" DIAMETER PIPE. 2. WW SECTION 12" TO 3O' DITO yN{[QTF{R�PK TO BE MA9E f Ow PIECE. RIVETING. OR BBOON LTING ON CENTER Ulf W"MAMAY BE �XTED N 30PSH£Ef5 .10/IEO 8Y 4. CONNECTOR SECTON, CORNER PLATE AA TOE PLATE TO BE SAME SHEET TH ICKNEU AS SKRT. 5. END -SECTION AND Frr-raw ARE TO 8E STEEL FOR USE WITH STEEL PPE, 8. END -SECTION AND FMINGS ARE 70 BE ALUMINUM ALLOY FOR USE WITH ALUMINA► ALLOY PPE- T. ERNfR TH[ STEG.R A. OLLNIMUM END -SECTION DETAILED WAY BE USED FOR PLASTIC PPE WtS HOLES ON Ir CENNTER-MAN,----..I SHOWN M S-M PC-tOR Ni APPROVED tq. Ic END -SECTION MAY BE US£0, 8, PPG. END 101LS DO NOT SECYIDNI ARE OTTo eEALOUD T PWITH OR PAVED. COATED AHD PAYED METAL ELEVATION SPCCiCAT10N FLARED END -SECTION FOR 12"-60" CORRUGATED PIPE CULVERTS 302 VMIOIM DEPARTMENT OF TIIMMIMATON REV. 71b M,03 15" DRAIN BASIN CAST IRON H-20 RATED GRATE FOR DETAILS SEE PAGE 4B INLET AND OUTLET ADAPTORS AVAILABLE 4' THRU 15' VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTORS FORT SDR-35 SEWER CORRUGATED POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 1 765 760 755 750 Z O H=- U w O O Z o+ EX G ADE PROP BADE C C4 g ' 26' „ GPIP 0% a®1.00 ® % % 15" PP �F 140' C1 I Z -i7 w 1.00 0 o t' o 1 " CPP a' H _ Cy U U U 3 'q- U h Z _ to 04 OrMCV O 04 � 00 Lr)n Q m >cV t` >Li II N I`hn ^� 0 0p 1.11) L0 ^ Z O� I ILO ? O rl- M. I I? > I Z �Oi- +10 2_ 2 i ±0 u204 Z 0+00 0+50 >•<u x(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE 0' TO 3594. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTORS SEE 06 N W W Z 0 f- -1 = W H Q � Q x<2) MAXIMUM 'z RECOMMENDED OVERALL HEIGHT 10' ;o 01-1 1/1 SECTION CAST IRON ��/2 SECTION STEEL NOTES 21-7" L 2/t' x 2/2" x 1/4' 1. DEPTH OF MEET (H) TO BE SHOWN ON PLANS. ca to be T,3,/Z. , 10'-4" long FOR DEPTH GREATER THAN 10' USE STANDARD al with color / OI-IA B B 2. THE "H" OVAHSION SHOWN 014 THE STANDARDS A ---- A it Optbnm --- Bract Ribs CAST GALV, IRON STEEL t_ 143.6 3 be. Rm. incM16n g including lugs WrI AND SPECiED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. „ PLAN •w• OwENS*NS ARE APPROXIMATE CHLY Id l FOR ESTMATNG PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. Weld all 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS connectors TO BE SHAPED N ACCORDANCE WITH STANDARD t0 color IS -I. THE COST OF FURNtSHNG AND PLACMNG ALL MATERIALS a1CMTAL TO THE SHAPNG IS TO B INCLUDED IN THE 810 PRICE FOR THE STRUCTURE .71• g t �/y x 1'/j x 4" Lugs --� �2" x 4 4, M THE EVENT THE AVERT OF THE TFALL POPE IS HIGHER THAN THE BOTTOM OF THE Stud Shear connectors STRUCTtP THE INVERT OF THE STRUCTURE �H+APEO TO 4, 12• 9y2" SHALL BE WITH CEMENT MORTAR PREVENT STANDING OR POHDNG OF WATER N THE STRUCTURE. THE COST OF FtRMSHNG PLAN CGR ALINCLUUDDED N AT 4 . ISLE S IS TOTS HEBID (Grate Removed) PRICE FOR THE STRUCTURE. SECTION B"B 5, STEPS ARE TO BE PROVIDED NHEN H IS 4•-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DIMENSIONS FOR COLLAR DETAIL S. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE, CAST IRON ONLY 7. • t x B" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT 4, D TO ABUTTP4 CONCRETE TO PREVENT 2•_7» kodwore Cloth 2••6" SETTLEMENT. IN LIEU OF DOWELS A 2-X4" NOTCH MAY BE PROVIDED. SEE STANDARD 3" Diameter half p- T•01-3. 4 FOR ALTERNATE DESKi4. 118, p • p ►.. wm Not* a ♦ 'ai 8. 3" DIAETER WEEP HOLE MATH 12•X12" PLASTIC HARDWARE CLOTH f1 �' MESH OR GALVANIZED c c : ' s �' Casa► - 4" depth Aggr. DDDDDDDDDDDODD STEEL Wi1£. AIIVFMtIe WIRE DIAMETER 0.03" " 4 ME9i HARDWARE CLOTH ANCHOkl) OD EN 168,078 or C C FMTSLY TO THE OUTSIDE OF THE STRUCTURE. .11 12" R8 x 6" width DDDDD�DDODDDDD ��• 9. CAST N RACE CONCRETE IS TO BE CLASS A3 12-IS"-ta.. or 4" i0o00 P99). PRECAST CONCRETE IS TO BE . ioh �" '. ev^m "H �� : UQQ�Q(�n��O�Q�(� ll(J SERUM ��O�O�QD�Od��Q u 1 10. ANY ALTERNATE METHODS OF XCNORACE IE ETNG THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST PON _1 LUGS AS SHOWN HEREON. SECTION A -A �t:•1�. ''L .D.1 ' - CONCRETE DUA4tJTIT1ES FOR MIN. DEPTH Y-4 - IV concrete pipe - 1.440 Co. Yds. Concrete SECTION C-C SECTION D-D 15" corwato pipe - t.528 Cu. Yde. Concrete IB" concrete Pipe - 1.620 Cu. vas. Concrete 24" concrete pipe • 1.8t7 Cu. Yds. Concrete GRATE DETAIL Ada 0.469 Cu. Yds. per oad)tlonol (oat or depth. APPRO)WATC WEIGHT Cast Yon Cate 363 '_ 18 Oil y STANDARD DROP INLET SAS 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 VFION IA, OL'PARTNENT OF TRANSPORTATION 3O2 g4.01 U CV In C:)I� h'n 11 oC) r - UI +oZ " I- _ I 1 +00 1 +50 2+00 2+50 760 755 750 I In w 5 C - Oo+ZII GRAPHIC SCALE 50' 250' 50' 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. VERT. INSERTABLE SHEET A86 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL -^ CROlR4D LlE H GROUND LINE H GROUND LINE H rrrrr rrrr �ff� rrrr rrrr rrr 0,�" ell r� EARTH /// ri ROCK OR D-�" + rr Yr � LDNG C.tr rr EARTH d -D/2- d D/2 4' L I 0/2 4 =1 a, BEDOM MATERIAL # I b MN.1/10 0 - I N14 v10 D X �0--+,t x elAT j,li Fr x 1-0 x w 1 1t .. �7 x �D -,..{ x it MN. B", FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION Muz.24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MRt1.'J x0 1 OAK 1.5 x0 MIh 1.3 It MIN.1.5 x0 ►-MN 1.5 x0 TOP OF TOP Of FILL FILL l� TOP OF FILLT� - H r r r r,,r,.r,, _ rrrrr rr/rr /rrr rrrrrr -� H rr rrrrrrr,� r rrrrr rrrrr = = rrrrrrrrr rrrrrrrrirrri rr ri r rN/r = r r rrr rrr rr rrr - rrrrrrrrrrr rrrl+riirrr. 0.12" _ CROUND jrr ��y� 0.12=- r rrrrr LGROUND 0.1Z" rrrrrrrrr rirrrrrtrr. rrririir d rrr//Hrr ^ GROUND ✓ - 0J2 d rrrrr - - - NNE kE IRTH I � NtOCKEOR 4» BEDDING.MN MN. 1/10 D X D X MATERIAL UNY LDIIG V t0 D ��L S� WWWLF ►Ml.t1 iq OM1`.PER X 0 x 8£WNG YA'TETW-L MATEMAL �.IN.8-" NORMAL EARTH FOUNDATION ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MM 24" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERAL N AtCCORDANNCE NTTH NOTES: SECTION 302 OF THE ROAD AID BRDGE FOR PLASTIC PPE, THE LIMITS OF THE CLASS I BACKFLL MATERIAL SHALL BE CLASS I BACKFLL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PPE BEDDINGt 'S'E£ INSTALLATION OF PPE CULVERTS 107.00. RECULI ADWLL MATERIAL l4 ACCORDANCE AND $TORM SEWERS GENERAL NOTES (AM SHEET AR rrrrr ® WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EIABANMTMENT SHUT 10F 4 1 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 RE„ „0, 303 VRGMA DEPARTMENT OF TRANSPORTATION 107.01 In CV 00 h LO O11Q [> >_ + 0 Z 0+50 1+00 1+50 760 755 I C:)0.>: ao z: GRADE 'ROP GRADE J _,NIA- W �i ' V) J J Y O 3 ZZ Z tY w_Ow 1`(,0w O z Non �w� W L'i LL 0 O hiy 0o ,3ry _ v .Q) O � to Q rn .._ Q) h v n O v I N In 0 0 � Q o o N o J Of Q cD cO ad L J >�' 't N r..r) C 0 0 � o U-) U H- u. N Ui O L � IV Q) M L (n O a� ,W 4,+ � R QD aw Z W V W f- o V) U O x Z U� Q c U M ~ W U W 5 � W o � oQ o o � N w O O r LL_ V O Q WD W H- FaW c> _ c OI_ V) c) U_ V) to v U W a �0 5 O 0U r L Z Y Z O w � _ Ln z W 0 a In Ln M i v i a L C3 c W 4 Ln 0 a ---7 44------------------------------------ --- _-- C S X RAILROAD R W - - - --------------------------------------------------------------------------------------------------------------------------------------- b �r. r. �11 /7NI • ------ �51`)/ NN ILI T"168 + '� ( -_ 'r_- _______ _ 4� -.� ` I' DETENTJON POND STRUCTURE COM�LE ��\�� + LOD R25 0�s�y>> '�- -- �' ,�� ,i PER ORIGINAL S1 TE PLAN AS DESIGNED - `+' E _R p OUT) % n' BY GREENWAY ENGR POND TO ACT AS �/ S UCTUR '` F `��` i ` �� �- _ ' ` �i s--------`--7�4-'--'--�/ �; Tr _ lLT TRAP DURING Cow CLEAN UPON / pE TO REM -�_ __�___1 pHE OH- OHE OHE '-76 56,56 __ +755.4` -��_ -�-`�� 758------ �`'� ` ; qV I ET - 757.0 - -____-------- ��` ) N / IN 0.32 /{ 756.58 756.58 .18 756:67-�" 75 95__-- �t r' N,=750.29756.30 ® `, 60' 56 85 MAN DOOR `5',C%6.25 755.5 - EX. POND OUTFALL STRUCTURE, ACCESS STAIRS ® % \ 756.67 � �� C1 AND PIPE TO REMAIN. j 6.70 1 _ 757• ``\``,* TOP I ADD TRASH RACK TO TOP,,,/OF `, e► / \ I _ EX STRUCTURE AND DPRIS 756.85 CAGE TO 6" ORFICE'/ / i 756.25 WAREHOUSE _- `,( ` ,-',-'; � 1 LOD /'CLOD 60' 4,500 SF AN DOOR FF ELEV=-----------760.85 r M---- it ACCESS STAIRS 56.90 - / 0 1 LOT 7 F Q°�(zZWAREHOUSE 75-((A))-2P z 1 0756.58 756.8 4,500 SF BEAN PROPERTIES, LLC a �� I , �g_ F ELEV=760.5 INST. � C-� 757.10756.860' Z01 51 \ J J MAN DOOR ESS STAIRS OFFICE a.s5 ACC `` 1,500 SF 58.25 ®� °\ ~\ ?� li I FF ELEV=760.85 Iv 7 150 757.00 0 WAREHOUSE o 760.85 60.85 \ � 4.500 SF I CONC. S/W I` `\\ (n ! FIF ELEV=760.85 1 OFFICE a 0.75 �\ ,�`.`'�� c�TO IP �►``/ °\ 1` \ \ 1 \ `' W -p I 1,500 SF N S P•F ELEV=760.85 - 60.5 i O OFFICE Ir 60' 760.65 W "0 �, 1,500 SF 760.85 j CONC. S/W �` - ' \/ ` \ f� FF ELEV=760.85 o f '� ~ - ` �` 1-1\ 760.3 00 LA Z U �0 4 rr 3 16 760.3 LOD / h ry Q X ` 1 Q 60' 760.85 760.7 r ` -- - /' CONC. S/W WA4 ; W0.1 760. 760.5 750 /60.6 \ \ .41 ° \ \ 759.8 r ' ' 760.65 MAX. SLOPE NOT �TOP - ii TO EXCEED 2%61.15 61.5 Li D 7 1.0 r! 760.75 " 1'4/ G / Cl/ i V SF 62.00 w /` TR*S , 762.70 301001 62.6 P p _ 2.15 1 / 27M&M EX. CURB 0 G� 752-0/ SIGHT DISTANCE _- 'EXCEEDS 300' S S '" UNPOS 112 TED SPEED LIMIT tb�&M E`X CURB ,WCLOD 88 IF 4, IRF .�r9APH/CSeWE 20 10 O 20 40 ( IN FEET 1 inch = 20 ft. STONE CONSTRUCTION ENTRANCE IHIW EXISTING PAVEMENT I A j •3, ..'.Y1 1 FILTER . , . SIDE ELEVATION 71Y III WASMI .. ...... ....... •!fir r•r�<�r•� �� •� DRAi r •ai ��t ,i r•. i 0 MUST ,, OF '> >\ PLAN VIEW ,RATION SECTIONOP MTM EA SECTION B-B ASIAPIID from 190 Yawl* Sl eda * fa Sol sydi l ad NOW Cadrol am Va. DSwC WATER WITH SEDIME] SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 474' Z. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. %r� c FLOW / 3. ATTACH THE FILTER FABRIC 70 THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. - -r- 4. BACKFTLL AND COMPACT THE EXCAVATED SOIL O FLA GRAVEL CURB LWJT 21IMMENT ,FILTER 01, Mr! GRAVEL FLIER 1--12' ff ILI CURB INLET SPECIFIC APPLICATION THIS lWrKOD OF INLET PROTECTION M APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE 1S NOT IMMY TO CAUSE INCONVENUiCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT J3, /357 OR 5 COARSE AGGREGATE. PLATE, 3.07-601 VA- DSWC CULVERT INLET SEDIMENT TRAP COLAMN t ;..�. I &warj=- PERSPECTIVE VIEW ,. AZAR SO MM WITH CAWJNA SOMIT CONTROL COMMMION RAM E.O!- SEDIMENT TRAP WET VOLUME 107 CY DRY VOLUME 107 CY RIP RAP TOP WIDTH B 2,0 HEIGHT TO OUTLET BOTTOM, Ho 3,0 HEIGHT OF BERM H 1 4,0 Permanent Stabilization: NI disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per cc. 12 lb. Annual Rye per oc, 1000 lbs. 10-20-20 FerbT¢er per oc. 2 tons agricultural limestone per ac 2 tons straw mulch per oc. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabg'ize areas loft denuded for more than 1 days, but not yet at final grade shall be as follows: 60 lbs German Wet per oc. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per oc 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. I • M I .. I • I,b�l r• I ••1•I�71 •,�'a 4 RIFT PROTECTION .................... & @ IP LAM OF DSRl 69U ................. OMMMMMMO DRQ#A- ....................... 1s,7Z-,z;:a PLATE 3.07- Q 0 0 c 0 1 A N I W \lc, , T Y Q J 4 3 Z J O Z Q O W-* O: 1W O W Qr0D h�Z = UO '-(D Li N V--Q F0 (, L� WOW LiJ o w D: a I li V> U 4,,410 FZ noo - () 6 CL U fA 4) Q O (a U-) C7 O a� ONO 06 Ui � > rn rn -J >' d 4W a) H C rNj c O O C) r` u. , ON L L � _ ) C Ui O aW N V) W F- D U) V) Z Lis �- W U LLJ O t� Z Q Lj a 1= Z aW U = a. U) U- (n (n � T v � CD N to W O ZV) v f- 0 Z Z L LLJ Y Z 11410 �t W _ d' Z �9,y 6' OPAQUE BOARD FENCE WITH DOUBLE SWING GATE. SEE DETAIL SHEET 5 6 AND ENCLOSURE PROJECT SUMMARY TAX IDENTIFICATION NUMBER .000 acres IXISDNG PARCEL AREA 2.000 acres DEVELOPED PARCEL AREA 2.000 acres ZONING B-3 ADDRESS 210 Prosperity Drive CURRENT USE VACANT 2" SM12.5A PROPOSED USE OFFICE/ WAREHOUSE DISTURBED AREA 20 ACRES 8" VDOT 21B RFDIIIRF PRCM 1 . 5 4' WIRE EE N C E WELL COMPACTED SUBGWE FRONT (US Route 50) 35 81' GAS AS GAS A � 5 GAS GAS GAS GAS GAS GAS GAS GAS GAS --- I (N GAS GAS RIEAR 15' 50'+ L_ PARKING 5` 10' A - - GROUND _ P G . 2 % _ BUILDING HEIGHT 35 (MAX.) 30 {+/ ) n o ZS %�-- \ \ \ \ GROUND FLOOR AREA 18,000 SQ.FT. o // E \ \ \\ \ \ \ \ NUMBER OF STORIES i HO - ;` 0 3 HO - 3 H 0- 3 H 0- Q FAR ALLOWED 1 m ¢G / 4 X.� ' PO FAR PROVIDED 0.20 E 7C . C 5' POWER E S M T. '�� / D8 58j, STANDARD PAVEMENT SECTION MINIMUM LANDSCAPED AREA 0.60 AC. (257) �-` � EX. POND OUTFACE °� Not to Scale LANDSCAPED AREA PROVIDED 0.74 l�. (37.2%) ' NO OUTDOOR 20+00' D.B. rJ 8J, P G . 5 5 `�\ STRUCTURE AND �/ PARKING REQUIRED PROVIDED STORAGE PERMITTED. ROLL TaP'>CU17B OFFICE SPACES (1/250 SF) 18 38 OH E 0 H E - OH E OH E - OH E - 0 PIPE TO REMAIN / WAREHOUSE SPACES (1/EMPLOYEE) 9 t9 \ ( - OPEN TOP / HANDICAP SPACES 3 3 6" PVC INLET / LOADING SPACES 1 1 rn 757.0 INV 1 N - 750..32 / / " TOTAL PARKING SPACES PROVIDED 57 INV OUT=750.29 4 1.5 SM12.5A �- __ 3' BM25.0 PARKING LANDSCAPING 60 �b' `D� ?`s � �`/`- PAVEMENT AREA 36,674 S.F. AN DOOR �= / / 8" VDOT 21 B PAVEMENT TREES REQUIRED 18 M G� / + PAVEMENT TREES PROVIDED f8 ACCESS STAIRS 2, WELL COMPACTED SUBGRADE /� INTERIOR TREES REQUIRED 8 �� INTERN TREES PROVIDED 8 V Zf Z z/z Z Z.,f z Z.F-"z *Z TOTAL TREES REQQUIRED 26 X / TOTAL TREES PROVIDED 26 WAREHOUSE = 20.00' 24,00' / 4 ` , \ \ \ \ NOTES: �-- 60' 4,500 SF ,/ / \ \ \ \ \ \ 1. ALL SIGNS INSTALLED ON THE PROPERTY WiLL COMPLY WITH THE ( o MAN DOOR FF ELEV=760.85 e ' _ / + 41 REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE 1 t / 2. ALL LIGHTING IS TO BE CONTROLID TO PREVENT OFF -SITE GLARE Z ACCESS STAIRS b �. c� LOT 7 C D 8 0 / / �P 0 HEAVY PAVEMENT SECTION 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM vn � �' --� �' EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE 2.0000 AC. Q6 20+00' QF /Do 4 QG Pp Not to Scale 4. NO STEEP SLOPE, WEiLANDS, WOODLAND OR OTHER ENVIRONMENTAL n 7 5 - A - 2 P �z 0 W ,/ / � FEATURES EXIST. 1 WAREHOUSE (( )) m 4,500 SF BEAN PROPERTIES, LL C I -- o w /� / 4 y�v`' 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE uj o C� p / MARSHALL REQUIREMENTS. FF ELEV=760.85 INST. #0500 o '� Zj 4 3 0 6. ALL UTILITIES TO BE PLACED UNDERGROUND -_ 60' N Z 0 E: B - 3 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF 16,00' OR 'Q 17H ASSEMBLY / VARIES MORE THAN 1:53. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20, MAN DO OFFICE / VARIES &HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION Cl CURB ACCESS STAIRS 1,500 SF SET 3 BEHIND /4 ROUTE 1129 2' 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. Z I LOADING DOCK FF ELEV=760.85 �� ` 4 SAWCUT EDGE LINES. MAX. SIGN HMT= 35. MAX. SIGN AREA= 100 S.F. 'C.P PROVIDE TACKCOAT 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING N `ti - ' " " CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. MILL 6 x1 1/2 JOINT VARIES �{ N 2 STEPS / '4 Gj 4/ .� Rt 11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE N �� q GROUP S (STORAGE) OF THE INTERNATIONAL BUILDING CODE/2003.(200 CODES CAN BE N f' �' P * 1 '1T UTILIZED UNTIL NOV. 16, 2006 IF REQUESTED). OTHER CODE THAT APPLIES IS iCC/ANSI 60 CVO 4 / A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. PLANS SUBMITTED FOR v j WAREHOUSE DES GONG:• -S%4P ':• sir �/ R. EDGE OF :;`;': PERMITS SHALL BE SYSTEMS or�N iHVIRGINIA eLYUCICENSED �ALC110ENS UNaERGiAPTLR 4.500 SF #aRELOCAX FH �e ` \ 6'. Cb PAVEMENT :\`:\ ' STRUCTURAL AND D FF ELEV=760.85 ( i �� VDOT CG-6 17 IBC IS REQUIRED ON THIS TYPE OF STRUCTURE (SOILS, CONCRETE, STEEL ETC.) NOTE r OFFICE e. :b • . `� 1 1/2" SM 1 .5A THE REQUIREMENTS IN TABLE 602 IBC FOR ARE BALING OF EXTERIOR WALL TO PROPERTY 1 1,500 SF ,^',, v , ` �/ 1-80x6" WET TAP #CROSS SLOPE= 1/4"'1' 3" BM 25.0 LINE BASED ON TYPE OF CONSTRUCTION. z m - 12. FIRE BARRIERS SHALL BE INSTALLED AT AREAS THAT EXCEED 12,000 SQUARE FEET UNLESS FfF ELEV=760.85 b' : , BY FCSA OR HUTCH EX/ST/NG 8" 21 B EXT£NO 21 B _ ARE PROTECTION SYSTEM IS INSTALLED. O �� OFFICE " U 60' b 2'IR C /4 NEU COMPACTED SUBGRADE OF CURB OND BACK 13. ALL IRE FIRE RATING OF WALLS CCESSIBLE TO A MINIMUM WIT HIN 12' PER OF BCE ON ANDTHE OF 0 = � � O C E ¢ o .; � � \% ALL E (NOTE 1007.8 IBC. DOOR LOCATIONS ARE NOT LL_ w ,� 1,50o SF : ; f.'.Lu �; t'COidC. s/�V v6 / v ROUTE 1129 WIDENING ALL ENTRANCES SHALL BE ACCFSSIBE SECTION CAI 0 � FF EL.EV=760.85 0 ' bQI o - G �/ / �, SHOWN ON THE PLAN AT THIS TIME / FIRE LANES o ^ Z m 1 POLE MOU D HANDICAP PARKING �' I �•- 21 / ��'�\� Ere Lane markings and signoge is required at all fire hydrants fire department �- Q 0 \ SIGNS INS LLED PER VIRGINIA �, Q `-1� �¢ �� O connections, curbing not delineated as parking, and all normal and emergency O - W W Z STATE COD SECTION 36-99.11. o ' .4 i �a 4 / Q \� access points to the structure, the contractor shall coordinate with the Ere -U �� C\I z - (3 REQ'D) 'p� / Qpp, ��� / / l��P�� �7 ' �J Marshall to ensure these requirements are satisfied. Q �� o`�;� T` v i, O PROP. CO ' b p I b0 OO �/ f I �D�� ](]O O✓O V n m INV=753.50 B0 q \ - Q' W Gj i b $ SONG • S/ 01 • ' , . bl �o c'�pp, +� / ���•` \��• \� b v v b v , :. o .. Qo •. 4 � oo c�G / 4/ -1 , l Qj• C,p / Q� O� 20 10 0 20 40 2 FLUME G-6 �p Dp, 4/ N 0 �� / <- C3 �C/• PROPOSED 4" INV. iN=753.05 o ! / s (/N FEET CORE DRILL NEW INVERT 9.00 R� RELOCATED MTR BOX v / // > inch = 20 ft. / 4 ADJUST RIM TO PROP. L W 8 04, � t�OR ASSY W/i" MTR �. ' / EX. INV OUT=752.55 'IV 4" PVC SON. CAT. LAT.SDR4/// ro (1 N, ! EX W/L AND SERVICES TO 4 20' L U 35 BAL - BE REMOVED/ ABANDON / TRIP GENERATION / UTILITY I Y E T• 2 `� �.p- nrw PER FCSA REQUIREMEMS + ITE, 7TM EDITION ESTIMATES /A - ,,$r, - 7 NEW 45' B / THIS SiTE AT FULL DEVELOPMENT / 4 SV' �• 4' , P G ' 34 WOULD GENERATE 522 T.P.D. / W ' •00' 0 5 - - 1-FH 1-4 ' EL 2 / �` w w w USE CODE. 710/150 / / �+► ��GE / o - FH-1 �ASSW' 4 / TRA _ L ''-- ROP S4 EASM� � / / OP SIGN__ f \ / 0 -- _. BAR Ip ROP $4N LOCA N + / TRA ------ ,� `` 'pp, (SIGH 0 BE L ATED \ \� - ` _ G - - G 3 WTSIDE OF LITY ESMT'S) RIM=763.27 -- INV IN=752.07 18. .. \ -I V OUT 751.97 CONNECT TO EX SIGHT DISTANCE PROSPERITY 0 W '37Q CURB MATCH EXCEEDS 300' MEET & MATCH S ROUTE 1129 /�E � ti \ ��¢ LINE AND GRADE S UNPOSTED SPEED UVIT °� �\ / +� + EX. CURB ',aS�O � - R.O.W. r It WV w �•���`�~ \ '�' -.._. w �� Q �O Qj PQtQ/ � -7� , of IN 63, 9 ``\` \ �� / �`� �'� o� �� //V IN-.� o f, r SIGHT DISTANCE �\ Sy�C� / -0007. IN,:; 51. g EXCEEDS 300 �\ \` l O oQ '�° E`Y, /NC NV 7S1 0 \ �\ �` Of �t,;r/ 0 9 ,/ » i �\ /I/S'J/rh DO �l %``, o \, \ s `� \ »_ -j- _ Gj .. • .. • . ..225.po... . NOD. 8- 3 o \ \ 11 j\ \ / \ Usk-. 4070��...... .. ,.f.. � E__a 1�_�_ ::A E__1C���-�TJI csx RAILROAD R/w w3i N41 °50'12"E Storm Inlet Summary H- STIR top to Str. No. Inv. In Inv. Out Top Elv. TYPe Throat Spread(ft ) CUL out inv.(ft) 1 752.37 752.17 755.00 DI-1 - 3.48 2.83 2 754.64 754,44 758.78 DI-1 - 6.15 4.34 3 756.82 756.62 759.70 DI-1 - 5.00 3,08 4 - 757.24 759.85 DI-1 - 5.00 2.61 5 751.75 751.55 754.85 D14 - 10.00 3.30 6 - 1 752.35 754.85 D14 - 17.00 2.50 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in) S(%) Type 1 752.17 752.00 17 15 1.00 CPP 2 754.44 752.37 104 1 15 2.00 CPP 3 756.62 754,64 99 15 2,00 CPP 4 757.24 756.82 42 15 1.00 CPP 5 751.55 751.35 41 15 0.50 CPP 6 752.35 751.75 120 1 15 1 0.50 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUiVALTENT. LEGEND PROPOSED STANDARD PAVED AREA (8' 216/2' SM 12.5A) PROPOSED HEAVY DUTY PAVED AREA(8' 2113/3' BM-25.0/1.5' SM-125A)• • Wit` PROPOSED CONCRETE AREA . ................... ' PROPOSED GRASS AREA . • ................. _ ZONING BOUNDARY . ....................... ZB UiN11Y PEDESTALS . ...................... - TM M DONG STORM DRAINAGE & STRUCTURE . ............ - PROPOSED STORM DRAINAGE & STRUCTURE . ............ . PROPOSED WATER MAIN . .................... - W EXISTING WATER MAN - - - - - - - - - - - - - - - - - - - - - - - -------- + w r--------- PROPOSED ARE HYDRANT ..................... t PROPOSED GATE VALVE k BOX . ................... -04 - -i W t--- EXISnNG SAN. SEWER AND MANHOLE . ............... ----C}---iSs.t PROPOSED UNDERGROUND ELECTRIC SERVICE . ............ E PROPOSED UNDERGROUND TELEPHONE SERVICE . ............ T PROPOSED GAS SERVICE .. • .................. G J \�G , N A 001 J [� Q O W -0-x O W z 0 t-r- WOW O 50,0 Nwz z W0 k- ¢ �o wow LW a W a O �41 0 °h`W00 v � Q +' U ♦ N 4) �Q rn v a O i CO) -a v o 0 Q o oN o --1 Q cD cD > ai of L J 4.0 a� _ N � rN c 00 O tl! Ui "L O L a) � L = a (>7 C vi O a-• S � cn OL LJLJ Z g W ALI W J h 17- IN 15 V) 9:9 W S D VJ 8 o � /'� U c V i Z �8 c SC F- U M Ljj 'D -7) O I o O 1-cs, N • w O f- O w Lj-N 0 0 0 W Q w � a 0 _ v o v a CIO 0 V) OC 4) (D 4� zz0 �o C) U z Y Zo IUD w Lj N cD rn �d Z Wo C) U E