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HomeMy WebLinkAbout39-05 Airport Office Park - Office Space - Opequon - BackfileAIRPORT OFFICE PARK PROJECT: AIRPORT OFFICE PARK OWNER & HELPER CONSTRUCTION AIRPORT ROAD (ROUTE 645) DEVELOPER: 567 GLENDOBBIN RD. OPEQUON MAGISTERIAL DISTRICT WINCHESTER, VA. 22603 COUNTY OF FREDERICK, VA (540)662-3630 Contact: MR. DAVID HELPER ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C. APPLICANT 116 SOUTH STEWART STREET 116 SOUTH STEWART STREET WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. Contact: ELLIOTT RITCHIE, JR. PARCEL INFORMATION: PROPERTY ID NO.: 64-A-45D SITE AREA: 4.8668 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT PROPOSED USE: OFFICE SPACE CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 4.8668 Ac.=4.1368 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 35 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT. PARKING: OFFICE SPACE: 1 SPACES PER 250 SO. FT. OF FLOOR AREA PARKING REQUIRED: 32,844 SQ. FT./250 SQ. FT. = 131.38 SPACES=131 SPACES HDCP SPACES REQUIRED = 6 HDCP SPACES PARKING PROVIDED: 162 SPACES W/ 17 HDCP LOT COVERAGE: BUILDINGS/STRUCTURES: 19,320 SQ. FT. (0.4435 ACRES) PARKING/DRIVES: 81,092 SQ. FT. (1.861 ACRES) CONCRETE AREAS: 12,174 SQ. FT. (0.279 ACRES) TOTAL IMPERVIOUS AREA: 112,580 SQ. FT. (2.585 ACRES) F.A.R.: F.A.R.: 32,844sf/4.8668(43560)sf = 0.1549 < 1.0 OPEN SPACE: 4.8668 Ac. - 2.585 AC. = 2.2822 Ac. (99,413 SQ. FT.) (46.90%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SQ. FT. Of Impervious Area 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 2000 SQ. FT. Of Impervious Area: 81,092 SQ. FT./2000 = 40.55 => 41 TREES (Required) => 41 TREES (Provided) 5% Interior Landscaping Islands: 81,092 Sq. Ft. X 5% => 4,055 Sq. Ft. (Required) => 7,904 Sq. Ft. (Provided) Proposed Parking Area: 1 Tree Per 10 Parking Spaces 162 Parking Spaces/10=16.2 => 16 TREES (Required) => 16 TREES (Provided) ZONING DISTRICT BUFFER: Category "B" buffer along adjacent RA zoned, single-family residences. REQUIRED BUFFER: 25' inactive buffer 25' active buffer 1,037' Full Screen (3 plants per 10'=311 plants.) PROVIDED BUFFER 25' inactive buffer 25' active buffer Full Screen with 333 plants (3 different species, )` deciduous, opaque evergreen screen, 4' min. height of time of planting, in a 25' wide landscape easement. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE-GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (32,844 SF) T = 362 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (32,844 SF) T = 51 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (32,844 SF) T = 49 TRIPS, 17% ENTERING, 83% EXITING HELFE' • T' TIO H[pa[ny C[F I51A151 I' P T A TE 4 ffH! F A I TE' IAL I T' I T [FRIE101EIR IC(OU[N]=rY,W H I IA FREDERICK COUNTY FREDERICK COUNTY, VIRGINIA (0- �M�ONEO'• Z R�s\o�' ASSOCIATES LP 512; / Es P TM# 64-A-45C ►�E/.�/ ` \ gF��s��(o D.B.: 829, PG. 'S4 •' NEs ��P� i 402 ZONED: RP *13g�''/ / \ �` �M#ONEO• USE. RESIDENTIAL / O` Z Helper Construction /'0- \ ) Company, Inc. 4.8668 AC TM# 64-A-45D - INST# 040015129 ZONED- B 2 C USE: VACANT 0 dP PRESTON PACE III 92•/'' i 0F�GE i GE it . 00,11 / ; Cote \ i _Ao op 0 OFF i `� / `o � \ e , INVIC. LLC \ `% �� % TM# 64-A-45K INST. 02-6623 ��� ZONED: M1 USE: COMMERCIAL PROJECT OVERVIEW 1"=60' E P 5�005 EN �� LAWRLKE—N. & MAR \ _BE7IH GRANT \\ - 2.b�08 -AC Dye \ ST.#- -OGG -t_ 2914Y \ \ 2Qt 0-I2 / USE:- , Qf` FIEE �' 1 J\RG\N\P ro FtP � vSE•. R ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET •00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). �,T H Op- "�I{, G. PIIIMM 18260 0 `p31 ONAL I LIST OF DRAWINGS: SHEET 1/14: SHEET 2/14: SHEET 3/14: SHEET 4/14: SHEET 5/14: SHEET 6/14: SHEET 7/14: SHEET 8/14: SHEET 9/14: SHEET 10/14: SHEET 11/14: SHEET 12/14: SHEET 13/14: SHEET 14/14: COVER SHEET SITE LAYOUT PLAN DRAINAGE DIVIDES AND EROSION & SEDIMENT CONTROL PLAN SITE GRADING PLAN SITE UTILITIES PLAN SITE LANDSCAPE AND FIRE LANE PLAN ON -SITE STORM SEWER PLAN AND PROFILES ON -SITE WATER MAIN PLAN AND PROFILES ON -SITE SANITARY SEWER FORCE MAIN PLAN AND PROFILES PUMP STATION DETAILS E&S NARRATIVE AND DETAILS VDOT NOTES AND DETAILS WATER DETAILS, SANITARY NOTES, AND GENERAL CONSTRUCTION NOTES STORM AND MISCELLANEOUS CONSTRUCTION DETAILS HELPER CONSTRUCTION AIRPORT OFFICE PARK AIRPORT ROAD (ROUTE 645) ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com JOB NO.: 0404035 SHEET: June 14, 2005 1 /14 Latest Revision Date: January 27, 2006 \ , / ELLEN LINNETTE SPICER m TM# 64-A-57 / ✓qMF - o . ZONED: RA USE: RESIDENTIAL ,' 0 / Gb ksF� N6�`/CF H _0�00 2��Jc,RFS�F,�q ss FssF(Ro / Woo 0Qf \ F 2�„o� / H V)N;r V \ `( 4/ . O O w IAN f ° FO q• H Q- c, -".. \ \ -•: RFS/O 'Qq S� M� / o 10 00 1100, �� �t►'f � `�' '�Ppp �� GAO �j 8' � \ \ �, �+,,, `�, \ \ `\ ,/ P'�1� ✓,9 ' / y op �.•♦ ` •�b''� '�C' 'bhp y �r `•k � \ \ �s �p sir� F. H ...�..•` p / RFS U. / CIA °s. fie/ VH \ / 00 1 \ p \ '�Sp' �'o �.9 , /,v�T V A . / �/ w WALP 32 lu 16 LO 02 * �► p / \ M / ��V i m � PRESTON PACE III ASSOCIATES LP ��\?s� , \ � ° .�\ R / 5,R \'�Sp� '` • � °' /�'� v / / 7 / � a4ti� � , Y cC TM# 64-A-45C D.B.: 829, PG. 402 s / ,o�, / 2 �!T c4 ZONED: RP / / / i y, Sy A Ole00, /`/ \ S' \ / �o / / .ry,�o ,� w , USE: RESIDENTIAL i ? Sio p ' CH r / / /^ ' 4, a .. �' \ is '• tS' ?,S / W 0 _U Qom, �- W W / p 'S'O�,p \ / / / / / f �ev /ILL0 J�IV�/ Quo° � 993. / / �. '9�• � / / � \\\ / / \\\ � �.b� LLJ iF 06. LJL OQQ /\?�r i / RFHa' ,/ / \\ � C ) Oil / K \T v /C/ ; / �� Qj / �Ppp h (tyvnc,.) '�?o ° r4 ���/ i \ \ (iH�q\ ?9/ c�qH / HROP. a / m : ° S/�S N�p y� \ \ \ \ �r / \ \ \ Q / y \ . . / 1 \ C0 vi RAMP PROP a v \ ,air \ \ \ / \ +-' N I SIGNS dw D cc PROPcp F SIGNS NpCP / /- L / \ \ �b .,�� \ \ \ \ \ \ W (n > O� a I-- 58.50' h;gMP r • S.00• 00 !r.--1-20.00' 2.91. < f - .R a N \ ? ��' \ \ \ \`� / )i 0r � o I I .fit • V 1 oW TYP• 0 L0L Helper Construction Company, Inc. ' `'� i • �\ , i'.1 0 i CL \ \ \ w pO op \ \ 4.8668 ACLn • �' I 1 row RR a ,1, / •Q <^p�� \\ \\ / \\ \\\ Z TM# 64-A-45D INST# 040015129 ZONED: 4/ 1B2 to USE: VACANT � Vi �i so •� �• / w / �'� °fn ; p r—------------ 8 � � -15. ` / ° '� EX. ' LT I J L - - \ \ \ \ 4mNl \ / LANDSCAPE �o I I I f / I i I I I , \ I p q w g i - N - p R 2/ ISLAND ► I I I I I (7►,� (7►, I i I I I ' \\ �111 1 / w I-21.34'— 00' i-15. N„t �N I I I �i� I I I I I / \ \ q / V Z N I I N % a cn ' N EX AS)°MHLT EX AA°MMLT \ / /' ' w PAOrW ARE4 PA09AM AWA ML i- I I / O 17.42' 28.00' --15. ' 20.00'--I—'34 / i �, / ,• I N o N ti! $ 2.0�0'. l It _—+—_ N � 0 F0 30 90 �I30 -hq-D 2 CUR CI C; UT A NDC Scale 1" = 30 f t I I �l �I ry �' INDIVIDUAL SIGNAGE AMP 2 I o G. PRIER PROHIBITED. Z U n G-1 COORDINATE TIE-IN OF ENTRANCE o. 18260 o MID MODIFY ADJACENT PROPERTY OWNER J• _ _________________ F- _ _ EXISTING ENTRANCE AS _ _ _ ---------------ANCE AS -- ----- --L_ CG-12 ��- 00 NEEDED TO MATCH THIS DESIGN. - — - - _ 12 RAMP � Ip RAMP 12.44' w N I - � - - � _ SrONAL w 0 ------------- TRANSITIO PROP. 14' CG-7 _ _ ,' SURVEY: C.I.: ------------- � --- TO CG-6 ��'� � RANSITION � o ��� ` -' � _ EX 6' Sht7Y�Yl.L1P LANE WIDENING f. 5, R ���� TO CG-6 z w wv� - / P-L, PLC ' 2 ---------------------------------------------------------�� �aiT�TY�at�rc� g��v -� �------------------ - COUNTY IROUTE 645 �� r All"RT ROAD AERP RT ROAD �; - DRAWN BY: P-L, PLC JOB NO.: 0404035 - - - 80 R-O-W - - - - - - - SPEED LIMIT: 45 M.P.H. - - - - - - - 80T -O-W SPEED MIT: 45 M.P.H. -�$ _ \\ \`\,, SCALE: DATE: 1 100' TO EX. APARTMENT COMPLEX ENTRANCE 330' TO PROPOSED HOTEL ENTRANCE 1 100 TO EX. APARTMENT COMPLEX ENTRANCE 330' TO PROPOSED HOTEL ENTRANCE �� \, 1 =30 06/14/05 DISTANCE = 1,580'+ (TO RTE. 522 INTERSECTION)l SIGHT DISTANCE = 528'+ (TO CURVE) SIGHT DISTANCE - 1,580'+ (TO RTE. 522 INTERSECTION) SIGHT DISTANCE = 528'+ (TO CURVE) -- �s��a __ `\ SHEET: --_--- ca,c - , - o , O00 \ \ \ OO EROSION do SEDIMENT CONTROL KEY \ ) O �� \ 3.02 TEMPORARY STONE CONSTRUCTION � G�•. G ENTRANCE 3.05 SILT FENCE 3.07 STORM DRAIN INLET PROTECTION 3.08 CULVERT INLET PROTECTION -SILT FENCE 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION op 3.19 RIP RAP m 3.30 TOPSOILING 3.32 PERMANENT SEEDING A 3.35 MULCHING w / SEE SHEET 11/14 / FOR SILT TRAP DETAIL. / I BPS TO \ o °°p \ \ C 1• >�/� / /1+ ts r 1 X )b 'fib FIRST STEP IN THE CONSTRUCTION PROCESS SHALL BE CONSTRUCTION OF THE PROPOSED STORMWATER POND. THE POND op SHALL ACT AS A SEDIMENT TRAP DURING THE SITE WORK. s. �• " A • / A •(b • /� / 1 A h a 2 �7 CA ps d I • Z 'rod` VIA \ 30 r AN 8` .46 PS 10 MU 2i ,.,. `tea tr •'� \\.� / _ _._ � _ ys� y h S • f 1 ' \ V Off/ v ` 1- i Id 25'[7—T Tq _T__F ��Q or \26 I I � r I � I Ol / l l _ 18 EX. ASPHALT EX. ASPHALT 1 / ' AREA C : ` � \ --�— ' 1 PARK/NG AREA PARK/MG ARF4 S EET 11 14 ' I ; ' AREA: 0.7211 A TRAP AIL: r ' 00 /% i C tc! Min. -- s TO Mu /' I o 5I , i I ,V4fF ° - - - -- 27 _ _ - ! i �'2)` ...- 2 o r, 24 �--- -- - �26- — -- -- } '' 728 ` - 1p 00 SHOU/DER L_ EX 6' SHOULDE =€ • ter_ - --- . __ _-- --���x �' - J4�C- $1 ' _ ____ ____ —_ COUNTY ROUTE 645 � COUNTY �� 645 AIRPORT ROAD AIRPORT ROAD AREA: 1.2 �. SPEED LIMIT: 45 M.P.H. �: '� SPEED U IT: 45 M.P.H. 1 1 1 100' TO EX. APARTMENT COMPLEX ENTRANCE 330' TO PROPOSED HOTEL ENTRANCE ^ • • 1 100' TO EX. APARTMENT COMPLEX ENTRANCE 330' TO PROPOSED HOTEL ENTRANCE ��- - 0 30 SIGHT DISTANCE = 1,580'+ (TO RTE. 522 INTERSECTION) SIGHT DISTANCE 528'+ TO CURVE) t`i 5 Min. -,� SIGHT DISTANCE = 1,580'+ (TO RTE. 522 INTERSECTION) SIGHT DISTANCE - 528'+ (TO CURVE) EX. EOP Eop — — — — _ — — -- — - -- -_ _ Scale 1 = ft N Z O V V o a X U O D_ I� Q W Cn p W O.. 0 J a4v0 �ZOZ U Z to w p -1 W F- H ^V Z Y t0 w 0- wzi> w WO<U U x ffAA W 0 O �wILL. O 'Ln V m a jr W O (XpW ��3Z Z W 5 V o J ++ r- W 04 M O U)Cn(� +' N N N I I 3 cV N y v CD W 3 "0�c o O0 va J `) ' `) Ln 1 � (n avi o E O W_-C C •U O MEN�3►°'lo E ZW a L7 � Z J W �W z(D O I? .D 0 �A pffm s No. 18260 �ssrONAL ' SURVEY: C.L: P—L, PLC 2' DRAWN BY: JOB NO. P—L, PLC 0404035 90 SCALE: DATE: 1"=30' 05/26/05 SHEET: 3/14 >-I V V V V m 00 lb 41H �<c, �c Ci \Q p OQ OQ Q • .Z tyro' �,� �O Ova /•p ^O ► \ / \. � Q- O Q- 4,\%% " -` :�&, / _ — , 75 - \ .GJ \ \ \ Q QQ �O °a y �� i rOh�• ° ry' / q4 IV / / \ \\ \ ,♦ ® �°2 Q' � �ry°j• �?,-�' ^may i Q- Q Q�AZ QOgO c, A7 O cj R �'"C '�C � '�'° y •4Y \ \ ��. \'^ �� o ai / 4A 4,ik eb 140 / / .�� , f. �'O� 2�, �w.`'t '�DrD \ .� -` tea• .� �, s�: �� � '�F, y RoA / // / .Y / • \ ,pgC`A e - �i' y ` ' \ `� \� � �►'�c'�3• \ �P�� `. 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ES- 1) I f / I • ,� /??'" �/ SD CP eJ o TOP = 724.50 / A ! SIGNS �; \ /! r'f O °� / / / / \ �• ,� \ II / EX. 18"INV. IN=721.70 i I ' 2 i �/ / w / \ +' +' 18" INV. OUT=721.50 i �, 'I 1 g,r ROP. 1 / �o• N4}1 O / o 0 HDCP rcV N v PROP .,. SIGNS OA PROP. 18" ES-Y" �� HRH ,' �a 2� 1 / �1�',T• e' / / INV. OUT=712.40 I 2 U l ` / / RAlll� j ----28 EX. CO PROP. DI-3B, L=4' / n APPROX. • 41 �.. ?sAP 2j o Q O TOP = 719.5 21 Syr / 1 0�� �►- \ i 4g'�� \ / 15" INV. IN=712.70 ; " ! o \ ` o a a02 15" INV. IN=714.20 ° <. 18" INV. IN=71230 ---�1 l g i /\ \\ in�oo a I �o `�, 18" INV. OUT-712.50 y I on • - •i ©PROP. 0I-3C, L=6' jkg� f y °"\ ♦ /" TOP * 724.50 / / q � t •g - - / 15" INV. OUT=719.50 m-------i iAL— IROP•© PROP. DI-3B, L=10'�c/ TOP = 720.90 LANDSCAISLANDINV. IN=715.10 INV. OUT=714 PE \ \�o I• I I i / \ - - „I o ! I I, OQ j. ! ' ` 1 0 \ 3 l -- - -26 ' a Z - cli o / c� % k �, A a, A� \ EX. A.SJpAw r A-vgw r ® PROP. -3B, L=12 r� U! 4� \ ,� \ j PARN'W AWA ARIA / TOP-717.00 / 15" V. OUT=713.00 c o' - h o ' ` J \ r� RE MOV AND"REINSTALL - �- imj �V ._ 5"'�tCP. �, /-" _ _ r THE X. 36 0 ES-2 i0 ._._ - �,.�1 4 g0.80 1 SIaFe `. I 2' CURB to °o - P III O 5'g49G�� v �UT NDC f o 1 / '►� j PROP. 10. 0' (+/-) EXTENSION o PR ^ . 64. O,p ., ` o `° - - -- - - _ 42 CL. ICI O 78% SIOPe B i x I mi � F 1 s� OF 36 (MATCH CMP O 1.PIPE) Slope - o O�>�, A �\ 4pP• 6 a --- Q: uc� z U �- �1 � a srta�' 7 wr. % oo - -� -C 111 O '-S Kw RAMP -720 RAMP - - --- ---- ' ANSIT101 -= 0 722 -- - - _ _ - ------ --- - TO CG-6 0 /'PROP 14' CG 7 - - - -- _ - _- �'� TRANSITION o -- - - / Otp ao 0 zi • W H D ^V Z a. It w WO v U a: � O!�LW W �o W �O � SOW W O �Lm Z 3Z Ld O ;itw NO U ■ ■ J w N 04p o 0 U N N N LU J `)'v O n im �Lr t y cc): U `i cn O L o L U 0 � _ to 0 • v c 3 15 LTL- E Zw Q a 0 N Z Jw W N 0 O 1? Tlkalhi G. PAINTER No. 18260 -- LA s• i ; - TO CG-6 z EX. S' &WlkXJP `L _NE WIDEtdIFIG -- -- - - EX ' --- w ---- --- - _ -� .. -- OOUNW it 645 - � E°'° COUNTY ;�� AIRP0RT-_ROAD AIRP �� ROUTE 645 < = t " � 1_-�_--- RT ROAD SURVEY. P-L, PLC DRAWN BY: _ -- - ._---- -- -- ---- ----- -- - -- - - - - -- -- - -- ---- - -- - 80 R-O-W c' 80 SPEE/ / 1 100' TO EX. APARTMENT COMPLEX ENTRANCE LIMIT, 4 0 MPROPDSED HOTEL E 1 100' TO EX. APARTMENT COMPLEX ENTRANCSPEEE SIGHT DISTANCE = 1,580'+ (TO RTE. 522 INTERSECTION) SIGHT DISTANCE = 528'+ (TO CUR14) SIGHT DISTANCE = 1,580'+ (TO RTE. 522 INTERSECTION) I' ----- -- -- - ---- -O-W _ -_ 33O' TO M.P.H. -�� 30 0 30 HOTEL ENTRANCE / I I ���` \ SIGHT DISTANCE = 528'+ TO CURVE) �,_ Ell - f -- — — P-L, PLC SCALE: 1 "=30' SHEET: AL C.I.: 2' JOB NO.: 0404035 DATE: 06/14/05 5/14 30 0 30 '-- — % M �+ — — — OZL _ —_.--- —— W o !:� oz o� / - dad XW M� 1 - 1 I \ \ , — Ir1/ - BOP. \ c��c3� •*ZS /� `` \ \ \ \ \\ O PROP. ff IAHVd / 2�RW6a / ' FIRELANE�\ 1lVHdSV d0 `>�a \ _ doa \ \ O w Ll\ ,, p\\•CK • — N �LLJ o �. :' �:cJ .cJ1 _�--��"�� do - a,a F\D�o sQ� .zs \ \� \ r \ o W I •cK .d do IC 04 0 �o •ZS \ /a._ — — - -- - is z 1 a z 7 "g ad�£��-- • �v it X i _ ED OFFICE li X a N I ___ - PROPOSED OFFICE BUILDING H � PROPOS 1 g32 p0 Sa• 1 + \ \ \ \ \ O O ' o o I! �, ARF_A: 5 Max. I �\ W JC I a o o .� . AREA: 1,932.00 Sq, Ft. FiGH? .: 3 \ \ \ \ \ � m `- `'`' i I 3 HGHT.: 35' Max. FF.=73C0C) Q ' \\\\\\ 101f1 Z U' n cp- ao o� i �i( 00 N F.F.=730.50 \ �\ 1 Cco:,ri o v�� -° + ' 0N..�iu1 I a m In N IC ono VD 1 aQz i I v —+ -- - � Q 'aao RL�oz _ •CJ v a a a •CJ \ � \ � Q7 cJ • e I 1 I � \ \ \ \ Z , �(A _ , i -- --- f WOO _ / I- •CJ - BOP. • ZS \ \\ \ \ \ \ FIRELANE W 21 94 _. �- � 1i �� 40 o `wQ F :. \ PROP. - .LLJ a_Q <" ` •CJ 1/ i ! o UJ � u. FIRELANE ` l *is I _ Jo . i C4 CL -4 Z • ZS0�' 'i� • �+ �!' Z {{ - t :� f$ � , ` \, i ` A. - ' .. ='�v ' s� d0�d ° .cJ ����, � a0 `�°� a �� a�' 1 •CJ \ d t,. •CJ kv PREP. o& i w IO v �z ocai� �'f j �p00 0P �� oe• --- a a— aoa as ti \ a o= a=rY t o J ?LLv aaof : acana aM W a. Dto OUMI� Q11 i f °• \ / -�- j 1 T�\� `p i 10so�oo \ I 0 3_� d •CJ / \ \. ,ryoJ q 6ZL�., t w cn co ao •CJ — 58= 9L'07,[_='J*� Z -- xaW�' lid �L'0L= 'J — — 0-0Zo ou y \F\ Io '13 �O O xD W ,5lk5� 1HOH OI�oy �bs�­813/ CC]�j soot9e��d3dVoa-e CJ Of -bS 00'ZE6'L :V3Z1d bON-e <SJN1071n8 30J-j0 03Od02*O ONIO�IL830i_jJ0 03SOd0?d eCK ��-- VZ s W > T ' •CJ •CK W - o- - d i W 114 Scale 1 " = 30 ft \ `\ •cK 1•, AN SCAP REQUIREMENTS: _ _ _ \. VD IC Parking Lot Landscaping: — — 1 IC 10 5 Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area 10 10 Required Trees: 81,092 sq. ft./2,000= 40.55=> 41 trees Provided Trees: 41 trees Required Headlight Screening: 3' high along Rights —of —ways. Provided Headlight Screening: 3' high berm and evergreen shrubs along Fairfax Pike parking area and 3' high evergreen hedge along adjacent properties. Interior Areas: 5% Interior Greenspace Greenspace Required: 81,092 sq. ft. (x) 0.05= 4,055 sq. ft. Greenspace Provided: 4,055 sq. ft. (1) Tree Per 10 Parking Spaces Trees Required: 162 spaces/10= 16.2=> 16 trees Trees Provided: 27 trees Zoning District Buffer: A category "B" buffer against adjacent RA zoned, single—family residences. Required Buffer: 25' inactive buffer 25' active buffer 1037' Full Screen (3 plants per 10'= 311 plants) Provided Buffer: 25' inactive buffer 25' active buffer Full Screen with 338 plants (3 different species, 1/3 deciduous, opaque evergreen screen, 4' min. height at the time of planting, in a 50' wide landscape easement) LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double —guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all togs, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. Plant substitutions are permitted with consent from the Landscape Architect and must be approved in writing by the Frederick County Planning Department. All plants shall conform with 165-36b of the frederick county zoning ordinance. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. all •CK •CJ ROP --� FIRELANE I CJ T I —PROP. F1RELANE •CK •CK . _ •CK VD IC — - — IC 12 _ 3 5 JC PARKING LOT LANSCAPING PLANT LIST Ul5 IC JC IC 9 6 10 5 ,; Td� _— _ O - V , , - -3 — .;/ \ \\ i .� . ,,C,j _VU Of / ci z / — ZS SZ/ � i 10 ` \ \ \ 0 W J BOP. a Q 4a / —90 ZS ' . S / 5 — \ \ \\ 0 W ,� RELANE i ,ic •CK L—~'J iC 5 3 •CK Ic 10 \\ \ \ \N \\ U Q VD 3 IC 7 6 KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CJ 36 Cercidi h lum japonicurn Katsuratree 2" cal. see plans CK 15 Cladrostis kentukea Yellowwood 2" cal. see plans JC 67 Juniperus chinensis 'Pfitzeriano' Pfitzer Juniper 3' height see plans ZS 18 1 Zelkova serrata Japanese Elm 2" cal. see plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING ALL PLANTS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE ZONING DISTRICT BUFFER PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS IC 116 Ilex cornuta 'Burfordii' Burford Chinese Holly 4' height 6' a.c. JC 110 Juniperus chinensis 'Pfitzeriono' Pfitzer Juniper 4' height 36" o.c. VD 112 Viburnum dilatenum Arrowhead Viburnum 4' height 6' a.c. deciduous ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING ALL PLANTS SHALL CONFORM WITH 165-368 OF THE FREDERICK COUNTY ZONING ORDINANCE NOTE: PLANT SPACING VA PRUNE ALL BROKE WEAK BRANCHES. ALL SHRUB BEDS EXCAVATED OF ALL TO REQUIRED DEP- W/ REQUIRED SOIL MULCH TO BE 3" COMPLETELY REMO STRINGS, RIBBONS, TAGS FROM PLANT. REMOVE TOP 1/3 BURLAP FABRIC AF ROOT BALL. SCARIFY ROOTS Otr ., BOUND PLANTS. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED NOTE: CONTRACT HYDROSEE AREAS DI! OF THEIR (2) UPRIC TREES OF TO BE GL TREE WR) RUBBER 2"x2" HAF 2 PER TR 12 GAUGE WIRE—DOL 4" MULCH 3" SAUCE EXISTING SOIL MIX COMPACTI TREE FRC UPRIGHT FIRM BEA REMOVE' ROPE FRt TREE PLANTING SECTION IC 10 JC 5 10 Ld -- \ 0 IC MIN. FIRE LANE REQUIREMENTS: ■ J 1. FIRE LANES: PAINT FACE OF CURB YELLOW AS INDICATED ON PLAN. a E 2. FIRE LANE DESIGNATION SIGNS SHALL BE 12%18" WITH A WHITE BACK r- N 0) 0) rn U GROUND, AND 2" BLOCK LETTERS IN RED STATING: "NO PARKING FIRE �A c(b In 0 (n LANE". ALL OTHER SIGNAGE MUST BE APPROVED BY THE FIRE MARSALL. V) N N m c N co 3. FIRE LANE DESIGNATION SIGNS SHALL BE POSTED ON ALL CORNERS v c +' 'v OF FIRE LANE, AND WITH A MINIMUM SPACING OF 50' APART ALONG THE n; Q' o o REMAINING LENGTH OF THE FIRE LANE AREA. SIGNS SHALL BE SET AT A J V) MIN. HEIGHT OF 66" TO THE BOTTOM OF THE SIGN. v a� cn) ai C: E o WC N U 3 p E NO x 18" STD. Z Li12" PARKING FIRE LANE a 66" STD. U-CHANNEL POST N ZOf J w �w Z ---PROP. GROUND oz Z U W 30" N 0 Atiz x OF PARKING j FIRE LANE 18260 V6 o��ssIONAL „ NO PARKING FIRE LANE„ SIGN DETAIL NO SCALE SURVEY: C.►.: P—L, PLC 2' DRAWN BY: JOB NO.: P—L, PLC 0404035 SCALE: DATE: 1"=30' 06/14/05 SHEET- 6/14 STORM SEWER PUN A-C SCALES: 1" =50.0' STORM SEWER PUN B-B 1 SCALES: 1" =50.0' STORM SEWER PUN B-B2 SCALES: 1" =50.0' STORM SEWER PUN D-E SCALES: 1" =50.0' so Cj / � / � to i�`' %�_,,�,--�`"f� ,�• i �a y _ /PROP. 90AW-15wo \ A \ : •. IC s \ i \ I V jo ES-1 W. 1*w 72�. 64.0o'-1800 RCP ClJL1 M O .%'ii17i 000000< o, s, - 1000, 000, _ F. ��. /11 v1000,. 40.4 -1 \ \ \ 41, . IM 04.. PROP. 234.75°-1 e~ RCP. \ CL MI O 2.73X S1op .40 / PROP. DI-7 QTOP PROP. DI-3C, L=6' (REMOVE EX. ES-1) = 724.50 TOP = 724.50 15" INV. OUT=719.50 \ EX. 18" INV. IN=721.70 \\ 18" INV. OUT=721.50 81 PROP. DI-3B, L=10' TOP = 720.90 / (DINV. PROP. 18" ES-1 INV. IN=715.10 OUT=712.00 INV. OUT=714.90 � 1 ©PROP. DI-3B, L=6' ®PROP. DI-3B, L=12' x.. , TOP = 719.5 TOP = 717.00 15" INV. IN=712.70 15" INV. OUT=713.00 15" INV. IN=714.20 18" INV. IN=712.70 18" INV. OUT=712.50 I i; PROP. 8O.00°-120 RCP. CL M O 1.25% Sop -AA\\\ r e� � e¢ / \ \ 50 0 50 150 50 0 50 150 50 0 50 150 FO 0 50 150 Scale 1 " = 50 ft Scale 1 " = 50 ft Scale 1 " = 50 ft Scale 1 " = 50 ft STORM SEWER PROFILE A-C SCALES (H) 1" =50.0' -- (V) 1" = 5.0' 735 _ ._ _ __ . ---------_____.-- .-- -.____._____-- _ - _-.---____-- _--. _-- ___ _ ___ ___ 35 730 GR E R_OP. 9_0.80'- 5" RCP,_ 730 _ _EXISTING PROPOSED GRA E - L. III O 5.841 Slope 725 PROP. 64_00'- CL. III O 0.78 18" RCP, - C Slope 720 715 715 __ __------------ / 710 -_ - --- - _ _ ------------- OUTLET. -- PROTECTION�-- rid - -------0 a- -- --- o II 0 _ O a: O a�zzz0 0000 N 4 N r,;-,i: II Lq ifLr-ll .JL M O QOil 'n tlNO _ O II z ? � O 00 a se-° a' 10+00 11 +00 12+00 STORM SEWER PROFILE B-Al SCALES: (H) 1" =50.0' (V) 1" = 5.0' B1 735 - ---- _- -____._.__- ___-- ___-_ - ___735 7301 EX. 64. ;-18 "0 ROP CULVERT _ O 3.59% GR E - PROP. 2_3 ._75'-18"_RC_P_, 725 _EXISTING PROPOSED GRA E _ PROP. 49.48' _ 18"^ RCP, -CL. III O 2.73% Slope 25 a---^ - CL. III O 4.4 % Slope ----- -- / 720 __. _- -_ _ __._.o i -- __ ____ 720 Ex. ES- 1___ ___.___ (T.B.R.) 715 --^- _ 715 710 710 0 a�zzz0 N4N� to _JL._ll.JL�__. O =n ON 0 a_w 04 II N O I x Z M - O _� + tl a _ : : +was a� -- _ ?ram _ _ W a w ,10 _ - 10+00 11 +00 12+00 13+00 STORM SEWER PROFILE B-B2 SCALES: (H) 1" =50.0', -- (V)1"=5.0' B - B2 - ----- -- -- -- 735 730 - - - _- 30 725 EXISTING GR E --- -- 25 PROPOSED GRA E 720 PROP 5.1. CL.III O 0. '-15" RCP, 8% Slope'- _- 72O oe / - 715 -- 715 710 -_---------- --- ------ 710 u n ao 000"n -_ o ---- O nnn� pow a zzz0 w-- a O D +r- as a a a (la +t--� 10+00 11 +00 STORM SEWER PROFILE D-E SCALES: (H) 1" =50.0' 735 730 30 725 PROPOSED RADE PROP. 8 .00-12" RCP, 25 EXISTING GRADE C . III 0 1.25% Slope 720 720 715 715 OUTLET --_ --___-- PROTECTION - -- -- ------ 710 710 PROP. 8"0 SAN. SEW. a N 10+00 11 +00 2 O _o F- VDU^ Z V 0 �o tr l Q an W (n J W V) a: O� d Ld Z VJ I g Z 0- Li 0 ^V Z IQ- �_ w w0:5U U ... M w uj W a Oa(nW O O m I-. �w O� n. W O mow Z w Q=D 0 �O V J CL ■+ ♦ A 41 N Q c0p N o r U � ui V) N (V N y c c0 1 � L o o v 1 .� .� M N W (Cu U Wt0 E o U C U .v Z I- W Q a IIIZcr- J W �w Z� OW wLT H OF Dr C U P I Gil No. 18260 .off �v `S 71ONAL SURVEY: P-L, PLC 2' DRAWN BY: JOB NO. P-L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 7/14 WATER UNE "A" PLAN SCALES: 1" =50.0' WATER UNE "B" PLAN SCALES: 1" =50.0' WATER UNE "C" PLAN SCALES: 1' -50.0' V m m _ PROPOSED C i kOPOSED OFFICE BIDLDMC D , • ` — alb+- Ft Fue AREA 1,•3200 sy. Ft/Ft�. :, iHHH I BLDO. AREA: 3•••4.00 Sq. . , AREA•-3.••too-tea- Ft . : MGHT.: ZiCF. iT.: 35' Max. 91, ! •1 1 " ,•,S F.F.-730.75 FA r730.•5 = Ij • .� 1 � _LF.-720.75�s., LF.-721.•5 �.._.,.:._: .../ I Y It Vo " I / w • W JNE • j 1. FN ANY. HOH - t vow v N a� es oo ace v�v � (s / � t \ H amlcM 33UJO meadow 2b' / �. IT i \I I / � T - �� • _ __ 1 I I/ j 1 _ I _ / • Ii 1 IT111� ,,;�' � ;•' 1/ \ ' � i I — l— — \ i 1' 11'l l IIII I 1\ i �:--- � J • IIII IIII \ 1 ,, ��-=•����� !' - � _ � �, ill III 1 1 i 1 � 1 Sig - SCR � ,.-T;.-.. . •, :. \ r NU pp y(� I � 1 III it � I ,L 1 w J III II — i fly -� 111Cr FOR--4t- Loa --- Nt r SDA �1 TFJt I 0•'•LL� 'ice 00'•K-•�'1 jjj an .9C :,Imam �•N .9c I►IDH L 'b5 00 t+••'C YAW 'a" '-FI .9C 'Y- jw / illy/ Id 'bS OWM't V3W �y� �b�0�p y�I� � �7n�/ ��b5 00 MOIL naw � + A ON101M 3OXUJO 3 OI.ONf,• 39L�lD m•Od011d II \ 0 ®R— low, ----- I �I r---------- MOM \ \ _Z, PRDPOlD • OF:,CE U11M lDH 'I \ PIS f�32-opI '' \ .$� 8 AREA: ,.•32.0o sq. FL .,oVAIK i I HW.: 35' Max. F.F -730A0 v Pit r- t A \ PVC WL PH Al \ 03 NN / ,� A\ �88 d 9roct- i e •Lroct-'� ,d acres oc°mod -L 7•Ft 9C �M 9C ram N-d ss ooars• t VV a 01.0'llfl• 3Oliia Q .•i � \ i 99 50 0 50 150 50 0 50 150 50 0 50 150 Scale 1 " = 50 ft Scale 1 " = 50 ft Scale 1 " = 50 ft WATER UNE *An PROFILE SCALES: (H) 1 =50.0' - (V) 1 = 5.0' 735 _ _ _ _-- -- __ _- ._-- -- _ _ _ 35 730 EXISTING _ PROPOSED_ GRADE _ GRADE _ PR. 8"0 PVC DR_-21 730 _ _ — WATER LINE -A -- - ----WATER - � ----------- - -- UNE 725 — COVER - ---- - � - ---- 25 -- _-- -- FH ASSY. # 1 720 720 ------ ----- --- ----- - - --- ` ---- ---- 710 710 - -- - - +' ~ N a - ----- to - - --. CS � - -- - - - - -- CQ7 -- W W W W W Z Z X: 80, Z W Z -- O ------ ~ --- W> Z w _ V) W W 9IrQ -- . ------ W o Si__ �— � d g �� o_ Q o_ _,;I,a d a- _ a aD -- --- - >a Do x N 0- � X N ao �- ------- ----- a) a 1. 1 a: ---....---- s O ___ a a g a s O_ tp ♦ W W � tD O -----P4 L j W A Ot Ot N p Z E)- r` O +�H + + + + +Dr U + + 10+00 11 +00 12+00 13+00 WATER UNE `mBn PRORLE ■ I■■� ■ MINEMINE _ MINE i MINE I �� w_ — ► III i�i■WINE I�■ ■■- _■I `'�■■__ 1 _-I ■ ■■IN go - - IIIEW 111111101 •' '■� ' ' I' _ MEN 11 11 /I II kM PROFILEWATER UNE wCw •• ■ PROPOSE -_' _-ice■ `- ■ 171 MINE ■- I _- ,■__I■ ■ IN All ' I ■ '� ■��� I: �■ 111 11 11 11 2 O 2 V O O �o V) Ljj Wcn Z W J _ LL- W a(L 30 M W � Z Q Z I Z O Q a J L.LI J ^U Z V > o F"- �a. JY WO U UM�M vw W O V)w �OU� �w 0CXWO �_ O W a Z 3 Z w Q = =O 0 �U 0 V tJ aN E .. a o cn r, In rn � o In vi C ERROR! V) N N 3 N N v 'C: W o 0 0 0 J `)' �® In W o v U) 0 o L Q_ 'E o (D LL E ZW tttt� a (DN 11 Zof J W � W Z O LLd {1 1> ZLTH OF Dr U � 0 p 1826 O� Gti �SSIONAL SURVEY: C.I.: P-L, PLC 2' DRAWN BY: JOB NO.: P-L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 8/14 r�j v m ,� >- SANITARY SEWER M 1-M5 PLAN SCALES: 1" =50.0' DI • iR / / PR1 .00•-4- SIN. SEW. IMIN • 0. / . \ C.0 ` Q y I •8188 g���� ILL:' ILL: 1 •. .Z I� I � I I I ��. -_. \ _.�,a"mn ._..�.�_y� --. nrl[3 t '. '\,.'„ PROPOSED OFFICE OLMLDNC I � 1 9]Z�00, 1 C AFI 1,•32110 Sq. Ft :� HOHf•• 77O.70 � V.O. HOW.: 3s' � .-730.30 F.FOP. - 4'/0 �� C. \••r•� INA •• �. a • - _Wile , I , f I i A `',I 50 0 50 150 Scale 1 " - 50 ft o \ N MEN 0, M PROP. PUMP STATION (DUPLEX, GRINDER PUMPS) TOP = 718.25 PROP. 8"0 INV. IN=710.00 PROP. 2"0 INV. OUT=713.75 PROP. BOTTOM= 705.00 ® PROP. MH-1 TOP = 726.50 PROP. 8"0 INV. IN=71 1.20 PROP. 8"0 INV. OUT=71 1.00 ® PROP. MH-1 TOP = 727.65 PROP. 4"0 INV. IN=712.60 PROP. 8"0 INV. IN=712.20 PROP. 8"0 INV. OUT=712.00 ®PROP. MH-1 TOP = 729.35 PROP. 4"0 INV. IN=713.34 PROP. 8"0 INV. IN=713.00 PROP. 8"0 INV. OUT=712.80 ® PROP. MH-1 TOP = 727.25 PROP. 4"0 INV. IN=714.64 PROP. 8"0 INV. OUT=714.00 SMITARY SEWER PROFILE M1-M5 1 1rA l ' • • • • ■���[i� 1 � mil,' I�iI��� fl��, • � - ■�/ it �■ 7 1[I�f /��I��\ �■�Il1 - 1 � / li i! 1�1�/� t l ��■ ��� i l l 1 � . I � �■ I I 1■r� 11 r�l■■� ■ ■■■■■I� it I ! .,,•. II i1�� _I■_ •- IIII �1 � ��■ ii���WAIIIIIIIIIIIIIIENE111 �_iil _ II i I ► ��III■ = li�� �iil �I!� aP. ��il ■ III'-V113lam. mill IIII it �I I ■ I)! SM MIMI ■IIII _- �■ �®II�•r�r•��`'•�'i��iI ��1�'♦�■■ � • - - I�I[IIIN�.02= ■ I r� • - 3 ZAV,- �_ I III I ■ ■ I ��� ■■�� ■Ili � I �■ ■ I �\��■■ � ■III ■ I �■ ■ ■ I ����_ • I ;. I I I ■_ ■ I ■�_�■OWN - _111E. i ■ ■ I ���■�� PRI ' I . ■� . r II . . 1 . . . • . • ! . • .■�� NOW . finished grade �1 square skid pad 6" thick - around manhole frame in developed areas adjustment rings 35' max. (11" max) 3/4" concrete anchor • bolts (4 each) concrete ASTMG150 4000 psi e 12" or 16" (typ.) waterproof coating joints are to be sealed with "O" ring gasket top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" min. above grade in undeveloped areas) Its ■i, i. ■�I'r� e ed areas finished grade i 1" nominal size butyl joint sealant applied between • join; and on exterior side of joints 5" - pipe to manhole connection to be by flexible sleeve invert channel to provide a !, smooth transition in to out, 4'-0" min. for all connections ' - 24r max. _ 4'-0" max precast invert or grout :+ -: r i:� •: �``�s • '♦ top of bench to be 7'a:� bottom to form channel + � >_ •�' � '" � same elevation as to ;t s� >� �• .. ' �. of pipe �. 6'bedding stone:::x:'r. ii:i ;rrr.::.r..r..•rr.::i:.ii iri.rr .:i.:r.i.:r.::::.'...... irirr. NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be flush in top. STANDARD MANHOLE -13- SEP 05 Bates & Harrington, Inc. deep bury riser - consisting of casing shoe, casing cap, 45' riser bell (for 4" SDR-21) part no. 290-0804-1-45 45° riser bend (barn with extended bell t( compensate for settlement) casing ca 8" casing pipe (C-900 or ductik 4' pipe ductile iron casing shoe finished bend (angle as required) grade 8 feet i� 4" pipe (SDR-21) stone bedding yeNB SDR-35 H.W. tee wye SEWER LATERAL FOR MAIN WITH COVER GREATER THAN 15 FT -18- SEP OS SDR 35 spigot SDR 35 spigot by R by gasketed SDR 21 gasketed bell 45' bend /bell adapter I a o BEER r W S minimum • SDR 21 gasketed solvenntt �/ ' A W SDR 35 8" x 4" pipe and fittings J gasketed bell wye SCH U- weld cap r O property L.L line finished grade I•-- 5 F- Z location marker W- min. cover ' ^ stone i w Z J O H treated 2 x 4" with top 6" painted green a" at 2.00� rN� .......... .......... minimum grade Er- U ^ Z Y (0 Q W F > =) J Y WOaU SEWER LATERAL W ix W FOR MAIN WITH COVER 15 FT OR LESS O Wt^ W -17- SEP 05 Q V 0 IX (r<W 0� W �C)W Z a ft 3 Z finished D grade W O U_ concrete skid pad O 10" 'r'• ' 18" dia. x 6" deep 4" stone Panella Model PA4SV-CSK (4") Q Vakw, Inc. cast iron cleanout cap with brass Fig. No. 71 BOB plug having a countersunk square a with lid marked head "SEWER' SDR 21 - cleanout pipe bottom section N of box � brick base sanitary sewer main SDR 21 rrY• :: +' N N N SDR 21 45* bend N 45- SDR 21 •�, 'r`• c :�� �' 2 (p a_ :D •r •,;.? .S.i:l:`:�a..: �. ..•., `:a;w'•a l:�.i4� :'G""i�`'[-1,a.....V.. .... d 8" stone beddklg ( °N PC0 E 0 s LU a •N � C - tD V p F-• E Z W Q a SEWER CLEANOUT -19- SEP 05 Z V) J W � W Z 0 O IZ ���tizx of `r LJ U 9 No. 18260 �SSIONAL SURVEY: C.I.: P-L, PLC 2' DRAWN BY: JOB NO.: P-L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 9/14 2 " SM-12.5A 6" NO. 21 -A STONE COMPACTED SUBGRADE FCSA PUMP STATION LOT PAVEMENT SECTION NOT TO SCALE PUMP CURVE DATA DETERMINATION OF SEWAGE FLOWS WET WELL AND PUMPS ARE DESIGNED TO PROVIDE SERVICE UNDER THE FOLLOWING DEMAND SCENARIO: FULL DEVELOPMENT: 32,844 Sq. Ft. of OFFICE SPACE - OCCUPANCY: 1 PERSON PER 100 Sq. Ft. of OFFICE SPACE - OCCUPANCY: 32,844 Sq. Ft./100 Sq. Ft. = 328.44 => 329 PERSONS - DEMAND: 15 GAL/PERSON/DAY => 329 PERSONS x 15 = 4935 GPD DESIGN DEMAND: 4935 GPD (OFFICE COMPLEX) THE WET WELL AND PUMPS WILL BE INSTALLED TO MEET THE DEMAND OF THE FULLY DEVELOPED CONDITION OF THE SITE. DESIGN DEMAND AVERAGE: TOTAL=4935 GPD AVERAGE SEWAGE FLOW: 3.43 GPM PEAK DESIGN FLOW(4.0 TIMES AVG.): 13.71 GPM PUMP STATION DESIGN WET WELL SIZE IS BASED ON ONE PUMP RUNNING CONTINUOUSLY AT LEAST 5 MINUTES OF EVERY 30 MINUTE PERIOD AT MINIMUM FLOW. AVERAGE FLOW: 4935 GPD MINIMUM FLOW RATE: 3.43 GPM DESIGN PUMPING RATE: 36 GPM WET WELL DIAMETER: 72" (6'0 WET WELL) INCREMENTAL VOLUME: 17.63 GALLONS PER INCH DESIGN MINIMUM PUMP VOLUME: (36x5-(3.43x5)=162.85 GALLONS DESIGN DRAWDOWN: 9.24' => 10" DESIGN ELEMENTS LOW WATER ELEVATION: 707.00 FORCE MAIN DISCHARGE ELEVATION: 713.75 STATIC HEAD: 14.45' FORCE MAIN SIZE: 2"0 NOMINAL LENGTH OF FORCE MAIN: PROP. 285'-2"0 PVC FORCEMAIN FITTING LOSS: 2.5' TOTAL DYNAMIC HEAD: 23.2' STATION SCHEDULE TOP OF STATION: 718.25' INFLUENT INVERT: 710.00 HIGH WATER ALARM: 710.00 LAG PUMP ON: 708.83 LEAD PUMP ON. 707.83 PUMPS OFF: 707.00 BOTTOM OF WET WELL: 705.00 to be used with WORKING VOLUME PROVIDED: 1 197 GALLONS drawings 2t, 26 tit 27 ELECTRICAL DATA VOLTAGE: 208 Volts PHASE: 3 Phase 4'-0" min, 6-0" PUMPS: 5 0„ USE TWO (2) ABS DUPLEX PIRANHA S16/2W GRINDER PUMPS 1 /60/208VDC n k 1 lifting hoist socket t back pumps water stop LL�_i=�l ■'Ili=lid IM I IN c ec va ve ,gate valve with handwheel 2" PVC drain iimi 1/4"bronze pet cock 2w0 4" mushroom vent force main R R Nam at e e I- cast ` coupling 6 ft. diameter precast concrete manhole with bituminous coating on exterior GRINDER SEWER PUMP STATION - PLAN VIEW -25- SEP 05 PROJECT HEPLER CONSTRUCTION -AIRPORT OFFICE PARK PUMP HEAD WORKSHEET A B C D E F G H I J K PUMP PUMP DISCHARGE ELEV. LINE FLOW LANE LINE FRICT MINOR PUMP ELEV. ELEV. HEAD DIA. VEL. LENGTH LOSS LOSSES HEAD (m (in) (GPM) (fps) 00 (f) (ft) (+n 1 705.0 719, 5 14.45 2.057 3e 3.44 285 6,22 2.50 23,17 TDH 23.17 COLUMN REMARKS A pump ID B pump irreart alavaMott C elevation at elti ov mensole D C-B E disdWVW line diaMSW F debvary pipe NOW G =(F x 0.002226)f(3-14 x (1J24)"2) H I =H x (Ft(0.281 x 150 x Ea2.83))a1.85 J from MINOR LOSS WORKSHEET K =D+I+J 1X" x 2" INCREASER access door (see note 3) lifting hoist socket 4" galvanized vent to be used with (see note 1) w/ screened drawings 22, 25 tit 27 mushroom cap tOR 715,2,5 718.25 top finish grade finish grade 6" - 12" ' 6" - 12" finish grade 718.00 guide 717.25 control & float rails o check valve power setting (see note 4) - cast gate valve conduits to bracket coupling o electrical bldg. (see detail) force DIP o main 0 invert in influent 710.0 2" INV= 713.75 ° teel pipe supports high water alarm 710.0 ':WPM lag pump 6" minimum stone beddin on 708.83 2" PVC drain lead pump w/ backwater stop 18n nylon liquidtight cord on 707.83 :' grip fitting; straight dome or nickel plated pump off All stainless anchors or lead brass liquidtight cord anchors with stainless lag screws grip fitting; straight 707.0 5/16" or larger diameter. dome jam nuts on cord grip to be plastic, pumps (see note 2) grout 2"x 2 1 /2"x 3/16" stainless steel, or aluminum angle iron. aluminum .. grouted fillet in Floats wetwell bottom 12" bottom minimum above floor Note: Excess float cord shall be bound with nylon 705.0 : : : '. : : : :: : cable ties with nylon lock. Minimum length shall be 15". FLOAT SETTING BRACKET 6" minimum stone beddin NOTES: 1. lifting hoist socket shall be floor mounted stainless steel for a Halliday Products hoist model no. D1A24B 2. pumps shall be Barnes or ABS 3. access doors (2 ea.) shall be 30" x 48" aluminum Halliday Products model no. S1 R3048 or FCSA approved equal 4. guide rails shall be stainless steel or pultruded (fiberglass) GRINDER SEWER PUMP STATION - SECTION VIEW -26- SEP 05 to be used with drawings 22, 23 & 24 / 25, 26 A 27 circuit breaker to panel load side heater (suction lift station) of meter E 110 V receptacle sin disconnect transfer (inside enclosure for grinder pump station) switch (on wall inside building for suction lift station) overcurrent protection light(s) fan & louver (suction lift station) ground per N.E.C. auto -dialer code telephone line (1 MB service) ELECTRICAL PANEL alarm wiring (in separate conduit) to generator receptacle control / 110 V alarm light and horn panel high water (with manual on/off switch) alarm contacts PUMP STATION OVERALL WIRING 111 high water (wet well) pump # 1 failure StNS EXPRESSESS t auto pump #2 failure dialer 3 phase power monitor normally open dry contacts 0 120 V telephone high water (wet well) 120 V input line sensor for alarm light and horn AUTO DIALING ALARM SEWER PUMP STATION TYPICAL WIRING DIAGRAMS -21- overhead light to be m, extention 2' above and weather proof strobe 00 of enclosure. (see note light and 00 vibrating horn (see notes 6 & 7) O 4' electric socket meter (see notes 1 thru 5) 10, generator hookup tele (see note 8) inti underground power • .to pump • - • concrete • Z station 18" dia. hole a 6"x 6" pressure treated posts GRINDER SEWER PUMP STATION to be used with ELECTRICAL CONTROLS ENCLOSURE drawings 21, 25 tit 28 -27- SEP 05 PIRANHA S 10 to S30 _ 4.0(1,6") MIN SUMP OPENING 0625 (24.6") N M CV 8S(i.3") PI 1 - 17 347 13 7 414116,11 168114*111 PI R. S21-526 136004.21 427(16.81 374114.711 9)(3.5") , C 130 �?� � A 1 --,A urt v 1�- � T- 172t6.6") M10 masonry anchor bolts, brill hole size 14 mm 10.6") Lowest switch off point for automatic operation ao 18(0.7"J NitN co no l'7 00 rn 65112.6") Pump performance curves^ eosr-ae.aeTr,lt.vw.,oec PIRANHA S16 W 60 HZ RerareaOge" PIRANHA S W n DINharge r---ncy i -r _0FF kvL 1'"A►Z 1,25 inch _90 Hz Dsrway 1Msooky TSMlone Rated aped Date - -- 1 kgldm' 1.562 cSt Hydraulic Institute 3520.3350 rpm 2004-05-20 Flow - Head - ... ReMd pawn - --- I Hyorouao etfclerley N. 1i -- - -- - F P2 n 0 S 10 15 20 25 30 35 40 45 50 55 60 8s 0 (US g.p.m.] Q - 31,0,0 Gph 'rrpeMer size We f vwm Mtgeesr Solid sae 136rrsn 4 _ IAscarator AAS reyervef hs right io change any data and drnenslans officut P1 neaps and mr, rq be he'd reee0reipla tor eta •es of interimion con tined n itYs ackwere. NOTES: 1. Enclosure construction: a) to meet NEMA 3R standards b) 4'-0" (w) x 4'-0" (H) x V-0" (D) c) 12 gage galvanized steel d) double doors with: 1) heavy duty hinges 2) heavy duty 3 point latching mechanism 3) heavy duty hasp (for padlock) e) drip shield f) back panel (of 12 gauge steel) to provide a minimum of 5/8" clearance 2. The following items are to be mounted in enclosure: a) double throw transfer switch b) circuit breaker panel c) 110 V outlet d) SENSAPHONE EXPRESS autodialer (with dedicated 110 V outlet, if needed) e) phone jack f) pump control panel 3. Controls to be in their own enclosures and mounted inside panel enclosure. 4. The pump control panel shall be accessible without cutting off power. 5. Inside 110 V outlet to be on separate circuit 6. Light and horn shah be Edwards model no. 50-R (light) and model no. 876-145 (horn) or FCSA approved equal. 7. Alarm light and horn to have manual on/off switch inside control enclosure. 8. Generator hookup shall be Russellstoll catalog no. SCB7334-72. 9. Overhead light to be on separate circuit and have on/off switch inside enclosure. 10. Overhead light to be 175 watt 120 V, mere (coated) security light. SEP 05 - wwim 20034ie•10 1.7 r 2006-61.36 ANS PIRANHA MIIRMMRS iRINDER pow ne Nz ABS PIRANHA submersible grinder pumps for problem -free pumping of raw sewage in pipe lines s 'ate+ from 1'/i" fDN 321, and in pressure sewer systems. �r axr 1 M.eF•GIr�A���l'k Applications V at ..w .1 art_ 1. a Alri 4l MNHA. wutniwrslble pumps �wm bear dest.gowd t:;r ,�. '� ° :•"• ,i 1-lltllive: ar �t rcnrcmr:aid••watering:asks :rsirq aizchanP�.irw�s ,i�g. -k of ;mall diamerer m prkratz are m. -Ic ca. an" Ind. str a, as. r�^; r cwvar « rarrovalt I-nrn -•cute+. in s::wnererl ser'le �^en's , wit n"herr T laying at : rnrvrntionri 7err wn Ad hr ton =Kpensivc or •rMcr: large ground �-dulaions arc present or ^ where it s orly possible to aT rqw li-es of smell diamNr. • Far ewagr rer•uvi ['um ,i^aby and --ol -(way res'.i-g sites, "t -r-rnnu,y I jddlrwr. And for -*1-4 .n ::t two slogs. • For .se 'n slaughter houses, food processing p ants. paper factories. aqi k.Uure a --a aim tar areas. • PIRAA'I1A 119 s srer.lalty ^ec road for=rlva:e and do-estic Medium PumpN �a ..- . Heavty pol.uted sewage, maxmediu- lernperal.ne 7_*tir'aau5 �. cpt et" - 4r• -J104 r or it u^ t is submerged. ghn t tr-m rr 5:" C;' 40 F 1^pax. 7 rnl^I. Construction O Unique ABS PIRANHA shredding system capable of Thee we!wc 1^I encapsulated fully flocd pro_' motor and t-e shredding atl materials found in sewage including camp wi'm frwm a rnmpart mbrst i.^i- rnminur-,an. cloths and plastic begs Miler Sing.e phase 2081233 V - or lhre. rF-ese 7,W710f380/16l 1R rh .: ❑ For the pumping of wastewater containing sewage. 50 Hz, 2-pule 134:: rpm; w 4-p-..s I'7R0 rpm:. nsumio^ class F, prWi,-lrn lype IP nH, c... Apd by a•^ -, Mn•ensoned cooling ❑ Air -tilled motors (PIRANHA 04 motor filled with etas. Ex Pntter: " Tn interna- runt s:annncfs e.g. FFXd 1,8 T4 and =u?L51 I u Ex wrs :r cf PIRANHA 371 non -toxic oil I Bearings -Thr - wr srn-t is raipportrn in .uhricated-lof Aifs belt bungs. ❑ Low installation costs Shaft sealing Hehween rotor and hydraulic sects- by means a' high ❑ Advantage of small discharge lines from PA " IDN 32) qual ty s^.a.mq uni. u inV aik*,- CerbiLie ^ a(.hanical seal, indeptrce- :a temperature shack. r^ m sldr iir sail ai :armlet Incr-:ox c:; nnec^ar1Ld1 O Instaitations are possible where large ground seal on M70r"2 and ,argcr undulations are present Discharge Pf tAN1 A 09 - 1'k" witimat uvead ❑ Standard end Ex -versions available IPIRANHA S10 PIRAWA S10'o S30 a-d M2` 1; WC _ fa' with oval tier" to M125) Ih?ANFA M70 to MI 25 - UN !017.1 wth DI\-flangr ShnllMing System cuinisc,rtg of spiral bottom :.ate wIt" ❑ PIRANHA 04 does not need a control box. Capacitor satianarpc. aw nn,I .-th rut -.mg cages and a shredding rzto- LUeeTed b- onre thr Irrpr.1rr for opts -•an bluJuga-`lee running, start circuit is built into motor. TCS-Therm-C omro 1-System 1,1y own-, of thermal %or sons it :' a ste:or to g ve a wen+ilg end to :w trh nu tfr • ato- in lire we-: tit excessive :emperatures M•brtsts Motor has r4 Cac: Iron 06 25 IASTM A-48 Clatic 101 occurring, Hnlrr shaft Stairiess 5teei 1 4:21 :rJ� 47"1 ASS Seelelinder System iDll. 510 - M126 voture, inpetier__ Cast Iran CO-25 IASTM A-48 Class L01 Far :.ea: mcnituring consisting of an electrode in the T2:oi and Fasteners __ Steintess Stee'i 1011 IAISI 4161 r-,lmlxrr v.6--h n-_tivaies an alai- i- the control powt is the Shredding system -a•tterlea Chmr-s Stec, event of mrrmrwrnl =cnl .eakagc. .sell a0..1"M1a'Ja.V.p8lMfaisnee nerwr U+![NtiLili:Y !.95._a(S :.: 1! • PIRANHA S1612W, S1612 ow . DS-12011113 Rav; D Daft: 904 Section Piranha Tab 'S' Series Page STANDARD & EXPLOSION PROOF MOTOR SPECIFICATIONS Motor Design NEMA design B, squirrel cage induction, air Hilted Mot" Type Enclosed submersible Ineulation Class Class F. rated at 155' C Mot" Protection Oil Chamber Moisture Detector. bimetallic switches embedded in each phase for thermal overload protection, Installer must conform to N.E.0 standards. 1990 Ed. Art. 430. Bimetallic Tomp Trip 130a C - 5' C Service Factor 1.0 Voltage Tolerance ± 10% from nominal ate _ UL, CSA FM available as option) MOTOR DATA, 6014z Output Full Locked NEMA Powor Motor Pole/ Modal Phase Power Volts Load Rotor Code Fedor Efficiency Speed Dh Letter 100% Load 100% Load S 1 6/2W' 1 1 2.1 208 n 0.1 32.5 B 0.99 76.6 21450 S'a12W' 1 1 2.1 230 9.2 29.4 H 0.99 76A 2r3450 S16P2 3 2.1 208 7.4 41.9 J 0.82 73.8 - 21450 516/2 3 2.1 230 6.6 38.2 J 0.82 73.6 2+3450 S1e/2 3 2.1 460 3.3 19.1 J 0.82 75.3 253450 S16r2 i 3 2.1 575 2.6 15.3 J 0.82 75.3 2'3450 roryuiore ­l arse out rrrwmea m trial r 111131 penal MATERIALS of CONSTRUCTION Motor Housing Cast Iron ASTM A48 Class 30 Cable, Cap Cast Iron ASTM A48 Gass 30 Volute Cast Iron ASTM A48 Class 30 Oil Chamber Cast Iron ASTM A48 Class V External Hardware AISI 304 Stainless Steel O-Rings Buna-N Motor Shaft AISI 420 Stainless Steel Cutter Disc Assembly Chrome Mol rum Cobalt Tool Steel 58462 Rockwell 'C" Upper Bowing Single now Will bearing Lower Sea s Single row ball bearing. Upper Shaft Seal Buna N Lip Seal Lower Shaft Seal Silicon Carbide Idler Cast Iron, Open Muki-vane DIMENSIONS, WEIGHT, AND MISC. Pump weightjib.) 77 Pump weight lb. Ilexplosion Ecoon _ 78 Maximum su cal feet 33 Discharge size, standard 1 % Inch Discharge thread type Female NPT Maximum temp. of pumped fluid _ 40`'C - CABLE SPECIFICATIONS MODEL POWER CABLE Quantity, Typos LENGTH, Feet S1612W 14/7 T SOW -A 32 S16/21) 141 T SOW A 32 -vrlr:i -ure -wove nor au maroara vionages IIsma In -'MU UK UA I A- secb°r. S-neon- wAw I 'n cMngr wtnoUl "*a 1. INSTALLATION OF ELECTRIC AND TELEPHONE SERVICES SHALL BE COORDINATED THROUGH THE AUTHORITY'S ENGINEER. 2. PUMP STATION MATERIALS (WET WELL, PUMPS, ELECTRICAL CONTROLS, ETC.) ARE TO BE REVIEWED AND APPROVED BY AUTHORITY'S ENGINEER. TWO COPIES OF SUBMITTALS ARE REQUIRED. 3. PUMP STATIONS SHALL BE INSTALLED PER SANITATION AUTHORITY'S STANDARD DETAILS (DRAWING NUMBERS 21, 25, 26, AND 27). 4. PUMP STATIONS SHALL HAVE THREE PHASED POWER TO SITE. 5. UNDERGROUND POWER SHALL BE PROVIDED WHEREVER POSSIBLE. 6. PUMPS SHALL BE 208 VOLT. 7. EACH SEWAGE PUMP SHALL HAVE AN HOUR METER WHICH SHALL RECORD ACCUMULATED RUNNING TIME IN HOURS. 8. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 9. MERCURY FLOAT SWITCHES SHALL BE USED. 10. THERE SHALL BE NO ELECTRICAL SPLICES OR BOXES INSIDE THE WET WELL. 11. SCH 80 PVC PIPING SHALL BE USED IN THE WET WELL AND VALVE VAULT. 12. GUIDE RAILS SHALL BE STAINLESS STEEL OF FIBERGLASS. 13. GATE VALVES SHALL HAVE HAND WHEELS. 14. A THIRD (SPARE) PUMP SHALL BE PROVIDED. 15. TWO 0&M MANUALS SHALL BE DELIVERED TO THE AUTHORITY'S ENGINEER. eROM A COS. Err eCTf VI rII ISPfVa Z O V) m m m m Oto N N 1 i­- o ^V Z_ V' Q Q_ W In LLJ 0 0 ' IX "W W 0 Q_ low- O w0 W 112 �X3 U z z W O a O U ■ U ■ J a N E er N p r- Co O (D in In N 1 I 3 aa� 0 N CV N Q) 0 O O Q) W 3 -�� •c O O p tllllJ V" LO '_' Q) + Q) N V (n 0 w O o o 'v) -_ (0 C Q) U v 3 la E Zw MINIMUM 44 a CO Cf) Z cr- J LLJ � Z Z Z p tZ LJ Ilooj,'T H OF D j G. PMiTER o. 18260 16 CVO O��s 'G SIONAL SURVEY: C. I.: NA NA DRAWN BY: JOB NO.: SEM 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 10/14 EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All erosion and sediment control measures shall be installed prior to any land disturbing activity. All work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the edge of pavement of Airport Road. 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion and sediment control devices shall be removed as approved by the local inspection authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched as necessary. Vegetative cover shall be applied to all denuded areas and shall conform to the following specification: Seedbed Preparation: A. Scarify the top 1"-2" of topsoil after final grades have been achieved. B. Add 3 tons per acre of pulverized agricultural lime (140 lb/1000 sf). Seed Type: Rate: Mixture: Reliant Hard Fescue 130 Ib/Ac. 65% Kentucky Bluegrass 40 Ib/Ac. 20% Perennial Rye grass 30 Ib/Ac. 15% See specifications from supplier for complete information. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The proposed development of this project consists of the construction of ten (10) one-story office buildings and parking facilities, site grading, water and sanitary sewer mains and service laterals, and related storm water management system. 2. Existing Conditions: The 4.8668 acre site is located on (Route 645) Airport Road. It is currently vacant, gently sloping open space. The site has road frontage along Airport Road (Route 645) which will provide access to the site. The existing parcel is gently sloping from the east towards the west beginning in both directions. 3. Adjacent Areas: The site is bounded on the north and west by the Residential development. The land to the south is currently developed the Airport Road roadway. The land to the west consists of proposed office buildings which gentle slopes into the site. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing residents and the surrounding developments. 3B: Blairton silt loams: (2%-7% slopes) Moderately deep, Class III Soils, K=0.32 41C: Weikert-Berks: (7%-15% slopes) Silt Loam, Class IVe Soils, K=0.28 41D: Weikert-Berks: (15%-25% slopes) Silt Loam, Class Vle Soils, K=0.28 mmill mill=@ IIIIIIIII _QM14�# En MA NE SOILS MAP 5. Critical Areas: The Residential land at the north-easterly portion of the site. This area conveys a large portion of the storm sewer from this development. Special precautions and care have been given to this area in the erosion control design and should be duplicated during the construction process. No silt shall be permitted to discharge onto this site or impact the conveyance of the storm water. 6. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the existing edge of pavement of Airport Road (Route 645). b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The proposed on -site storm water conveyance channels shall be installed to properly drain this site and direct the storm water to the storm sewer systesm downstream. These channels shall be maintained at all times. No silt deposition of clogging of these channels shall be permitted. g. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 7. Construction Sequencing: a. Install temporary construction entrance, demolish existing buildings, and clear and grub site. b. Install silt fence, the diversion dikes, and silt trap, as shown on these plans. c. Strip the topsoil to its full depth, stockpile on -site for finish grading and perform the rough grading, as indicated. d. Construct the proposed retail building. e. Install the storm sewer systems and inlet and outlet protection systems, as noted. f. Install all service utilities. g. Perform finished grading. h. Install the pavement structures as noted on plans. i. Apply permanent seeding on all disturbed areas and the site landscaping. j. Remove all temporary erosion controls after site is fully stabilized. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good strand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. Erosion and Sediment Control Measures 3.02 A 25' W x 70'L temporary stone construction entrance will be constructed along the proposed access road to the construction area. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of the topsoil stockpile. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 A silt fence or block and gravel drop inlet sediment filter will be installed around each of the proposed storm water drop inlets immediately after installation. The sitructure shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.08 Silt fence protection will be installed at the upstream end of the existing culvert. The silt fence shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged areas shall be repaired. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the barriers are no longer needed shall be dressed to conform with the existing grade and stabilized. 3.18 Outlet protection will be provided at the outlets of all permanent storm sewer pipes. The stone protection will be installed in accordance with the specifications and details on the plans. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6". Topsoil shall not be placed while in a frozen or wet condition. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is February through August 2005. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegrass 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegross 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib/ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 1. All perimeter sediment control devices shall be erected prior to aniy land disturbing activities and shall remain in place until the site is fully stabilized. 2. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off -site grading and construction shall be done with the property owner's consent. 3. Cut and fill slopes shall be graded at a maximum of 3 horizontal to 1 vertical unless otherwise approved by the engineer and the county. Road Ditch Construction Notes Rip rap lining of the road ditches is required to prevent erosion. At a minimum, the limits of the rock -lined ditches are shown on the plans. STRICT ADHERENCE TO THE FOLLOWING CONSTRUCTION SEQUENCE IS Construct the road and ditch section to the required subgrode in intervals not to exceed 200 linear feet. Install rip rap in the ditches as required before constructing the next section of road. Maintain a minimum of 250 tons of rip rap on the site to install in the ditches. Ditches are not to remain unlined for a period > 24 hours. M I I~ ENDWALL, FIELD MITRE, OR END SECTION FLOW SLOPE=0.00% p STONE OUTLET PROTECTION S11i T FENCE' PRO 7 E 2 x 4' VUOD FRAME' 1.5'MAX, II II ,I II STAKE U LV INLET WE GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER `�- NOTES: EXISTING PAVED _ III = i I- 1. THE ENTRANCE SHALL BE MAINTAINED IN A ROADWAY -I11=11I-III III -III -III -I CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - FILTER FABRIC OF -WAY. THIS MAY REQUIRE TOP DRESSING, SECTION A - A UREPAIR SED TOND//OPRS LEANO .T OF ANY MEASURES 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. SPILLWAY 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE SEDIMENT BARRIER ON AN AREA STABILIZED WITH CRUSHED STONE (STRAW BALE TYPE SHOWN) THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. SUPPLY WATER TO WASH 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. WHEELS IF NECESSARY. Q Q O 0 w CL A r O O C� Z F- V) X w NOTE: I USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN Ij� I AS REQUIRED. FLOW FLOW DIVERSION RIDGE wr- TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT 67 CU. YD. /1 ACRE I / L L _ORIGINALVATIO GROUND FlLTER CLOTH ELEVATION (EXCAVATED) COARSE AGGREGATE ** CLASS I RIP RAP AREA 1 **COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL LENGTH (IN FT.)= �6 X DRAINAGE AREA (IN AC.) CLASS (RIP -RAP DIVERSION ~��,� ~^'--..��~~•-�~ V AMn. DIKE / I I/ / EXCAVATED AREA COARSE AGGREGATE OUTLET (PERSPECTIVE VIEW) FILTER CLOTH SILT FENCE CULVERT INLET PROTECTION - ENDWALL I � TOE OF FILL L 7 E CULVERT I I 3, I 0I I I I I I SILT FENCE U7 Z O N > W O_ O w L - - J 0 f* TOE OF FILL ZI * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION** 1.0' 1.5� S. 6 - l: FLOW 2.5 >MC 7jt \-CLASS 1 RIPRAP VDOT #3, #357 OR ;�5 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT STEEL OR WOOD POST /-- OV III— -Ito FT MAX. SPACING WITH = WIRE SUPPORT FENCE Ili J PONDING HT. PONDING HT. STEEL OR WIRE do FILTER FABRIC WO,QD POST ATTACH SECURELY 36 HIGH MAX TO UPSTREAM SIDE OF POST. U w RUNOFF q� RUNOFF ~- (RECOMMENDED)00 STORAGE HT. . r' d =III ` III"II =1 I IE ti IMI 12" MIN. I I I, 'I I-111-112 MIN.III T-' '! '- � 4"x6" TRENCH ' ' ' '- -I WITH COMPACTED II II GRAVEL I I III- BACKFILL I III- STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 SILT TRAP NO. DRAINAGE AREA WET STORAGE d1 DRY STORAGE d2 OUTLET h NOTES (ACRES) AREA 1 (S.F.) (ft.) AREA 2 (S.F.) (ft.) LENGTH(ft.) (ft.) SILT TRAP 1 1.75 AC. 2110 SQ. Ft. 2110 SQ. 1'5' 1582 SQ. FT. 1582 SQ 2' 10.5' 2.5' USE PROPOSED SWIM POND SILT TRAP 2 3.00 AC. 3618 SQ. FT. 3618 SQ. 1.5' 2714 SQ. FT. 2714 SQ. 2 18' 2.5' TEMPORARY SILT TRAP UJ 0 J Q Z vi Q LJ Q Y 1 tD 0 0 x La LLJ U_ W ` ' U Li 0 Q LLI Lit LLJ Lr- Q lL. 0 LL. Q a- �3Z Z Q N U ■ 6 ■ a E ■� N O N r- o N N N 'C c0 c0 a) 0 + UJ `)' O0 0 a J `�L® c li W(0 ° v' cn -C i` o 0 E Zw Q a O V) Z � J w �w co O Z ftv- TH OF ,N o PALTER � a 18260 . N . L4�10NAL SURVEY: C. I.: P-L, PLC 2' DRAWN BY: JOB NO.: P-L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 11 /14 Virginia Department of Transportation Staunton District Rev. May 1, 2004 VDOT General Notes V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, Standards and Permit Special Provisions, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications, permit special provisions or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Rood and Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various county agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. ctified. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right of way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. The use of steel plates in the roadway will not be allowed from November 1 to April 1. V12. All open cuts are to be either temporarily (cold mix) or permanently patched within 24 hours. V13. In accordance with road and bridge specifications, VDOT requires an indivindual certified by the Department of Conservation and Recreation, holding a land disturbers certification to be responsible and in charge for land disturbing activity, on the work site at all times. 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 VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during 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. 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. PER PLANS 6" CONC. SLAB (MIN.) ., . . 4" CRUSHED STONE-� (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) DUMPSTER CONCRETE SLAB DETAIL NOT TO SCALE �-AS SHOWN ON PLANS .. . . ........ .!...... ... 4" CRUSHED STONE -� (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE 0 Q ry ry n IY EXP. JNT. MATERIAL 6' ��- Slope: 1 /4":1-0" O d .d 0.. d O° O°O°O°O°O°O°O°O°O°O°O0 d 0 0 0 0 0 0 0 0 0 0 0 0° CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC CONCRETE SIDEWALK DETAIL N.T.S. 2 1 /2" SM-2A 10" .21-A ----- 7 -------- COMPACTED SUBGRADE - 6" 1"� t66 31:. 7" '4. CG-6 COMBINATION 6" CURB & GUTTER (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 2 SM-2A 6" 21-A COMPACTED SUBGRADE TYPICAL AISLE PAVEMENT DETAIL TYPICAL PARKING STALL PAVEMENT DETAIL NOT TO SCALE NOT TO SCALE 36" EXTEND RAIL TO MEET ADA REQUIREMENTS 1-1 /2" DIA. STANDARD TUBE STEEL RAILING SET IN 81 x 3" DIA. STEEL SLEEVES -GROUT FULL OWNER TO SELECT PAINT COLOR LOCATE RAIL AS SHOWN ON SITE PLAN 1" NOSING(TYP) 12"4 a 3000 PSI CONCRETE 6" `- 6 X 6-1.4 WWF(1.5" MIN CLEAR) #4 NOSING BAR(TYP) I _ s NUMBER OF RISERS AND TREADS VARIES AT DIFFERENT ENTRANCES AROUND THE PR. BUILDING. SEE SITE PLAN FOR ADDITIONAL INFORMATION. EXTERIOR STAIR DETAIL NOT TO SCALE THIS CURB SHALL BE USED WHEN DESIGN 2„ 5 SPEED IS GREATER THAN 40 MPH 0 RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. NOTE: COMB. CURB AND GUTTER HAVING A RADIUS 1"R OF 300' OR LESS (ALONG FACE OF CURB) SHALL • - BE PAID FOR AS RADIAL COMBINATION CURB AND • .. ►� GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 7" 2'-0" PSI-4000 IF PRECAST. THIS AREA MAY BE CONCRETE WHEN IN COMBINATION MOUNTABLE CURB AND AT THE OPTION OF THE CONTRACTOR GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS THE BOTTOM OF THE CURB AND GUTTER MAY BE TO HAVE THE MOUNTABLE CURB CONFIGURATION CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- INCORPORATED. SURFACE COURSES PROVIDED A MINIMUM DEPTH WHEN THIS STANDARD IS TO BE TIED INTO EXISTING OF 7" IS MAINTAINED. BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE CG-7 AT REGULAR OPENINGS. COMBINATION 4" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) EX. LANE (12'+/-) XISTING PAVEMENT STRUCTURE 2" SM-2A SURFACE COURSE 3" BM-25 BASE COURSE 8" 21-B SUBBASE COURSE 14' CROSS SLOPE =Y x -, CG-6 I I I •• W_ 0_ O•+ - v-pO-pO I I I I I I I( I I I I 1 - lEll III III III 111 II COMPACTED SUBGRADE TURNING LANE TYPICAL SECTION AT ENTRANCE NOT TO SCALE VARIABLE 3:1 SLOPE Max.) II 1 1I I I- 0I0I00I0010 00 12" Nam USE THIS SECTION OR MATCH EX. PAVEMENT SECITON WHICHEVER IS GREATER. PR. OR 2"R y AISLE APPROACH TO CG-11 3 BE THE SAME AS �'' MAINLINE ROADWAY. Z W Z �) 0� < (RADIUS TO BE AS t al SHOWN ON PLANS) ' + W o (RADIUSYTOBEA (CLASS)A3 • " �SHOWN dw CONCRETE V wSECTION C-CADIAL C0�8MIATI M CONSTRUCT GRADE CHANGES WITH A4'C i PARABOLJC CURVE. G6ER (STB•D ANNOT RADII CREQUIREMENTS ® ACCOMMODATEEN THE �THE SIDEWALK TURNIINGCE OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE XPANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS -Lf OP710NAL WITHIN THE LIMITS OF THE RADII SHOULD BE NE INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR w NOTE: WIDTH "B"= 2'-0" OR AS SHOW ON TYPICAL ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE ^ Q SECTION. PLAN VIEW PLAN FOLLOWING: \ 10' 8% MAX. EDGE OF SHOULDER OR ---PARABWCI SLOPE CHANGE D OPTIONAL FLOW UNE -' - ** MAINUNE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W UNE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PVMT. nj `� CURVE _ m ` D THE Q _----- WHICH CAN BE OMITTED IN ENTRANCE.) RADIAL CURB OR COMBINATION CURB AND MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W UNE EXCEPT FOR 8% MAX. REPLACEMENT PURPOSES. 5' SLOPE CHANGE 40' MIN. FOR D WHEN USED IN CONJUNCTION MATH STANDARD MIN. STREET CONNECTION CG-3 OR CG-7, THE CURB FACE ON THIS THE STANDARD IS TO BE ADJUSTED TO MATCH 20' DESIRABLE FOR MOUNTABLE CURB CONFIGURATION. COMMERCIAL ENTRANCE SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. SECTION A -A GUIDELINES FOR GRADE CHANGE D ,PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACROSS THE ENTRANCE. W J HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM 500-1500 VPD G3X 6% OPTIONAL FLOW UNE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING O Q LOW (LESS THAN 500 D) <6% B% OF WATER. Z METHOD OF TREATMENT- o CONNECTION FOR STREET INTERSECTIONS O AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO L > VAN ACCESSIBLE SIGN --12" x 18" STD. RESERVED J I RESERVED PARKING PARKING STD. U-CHANNEL L� POST VAN ACCESSIBLE x shoo-eoo rY poo-eoo lOM-AM�Y 20E lOM-AM\Y ZdE VAN SIGN ACCESSIBLE - PROP. FINISH GRADE SIGN END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: HANDICAP SIGN DETAIL ALL CONSTRUCTION SHALL CONFORM TO ADA NOT TO SCALE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE A RIISlEL C11"T. t A- I TEO DOIIEs TANGENI PLAN , � Ok MAL T RUN CCEA,Tt EADD DOME r Tl(' t t TRiIIMtATEO DOME 0 0 0 0 0 0 qc o000000 00000000000 0 0 0 0 0 0 0 0 0 0 00 0z$oa00000000000 00000000a00a00 k 00a00000000000 O a 0 0 0 0 0 0 0 0 0 0 D e a o 0 0 0 0 0 0600000 000000000001 i' Y - �i DETECTA�� wmtmis "0. to-2 r•Hr s••Mr ss MTDTIELMT 0' STo..0 -2 *s- 4 LONG AT n" C•C CON RW� - SLa1i[ t2'i jowl sa H - :•ti TI'17O SECTION A -A SECTION B-B u x 4 "XX AS I CNOUTrALK1] r i AEF OP �Al1F HISHER TRAM TYPICAL PLACEMENT Tor OF °w0 AT INTERSECT ION TYPE C (PARALLEL EI PERPENDICULAR) WITH BUFFER STRIP APPLICATION im como a &Annie a TimeNn1 Lms , rl FOR AL,TERA11100 CAW BE USED WITH 70JOW Krw TW. vow XF BOTTOM OF TWO ZOFrO !IDES ■ITN W x or MWL KiT If. we $1110RT AR RLN TO THE STREET Cm BE FMIECIEO 9Y A LMCW-WED ��yTC xToACR apt CONECTEo TO THE MIT W K RITN /A�STrI/M swACE. RWXE� TW AW FULL BE NOT" Br THE � FLOW NY # F"? M LEWTH IN M O�IRCTCH OFIANT WX 70tAVEL OTTER TTrE1 � M11RYW WITH Tit WAINCATEo SY /DOCM�IE DEENCt�A&F W�10 MAY MES,AIE p/lr�lliE�MU6SED WnH T4 MWOMAL OF T1�E ENf��ER� A4ilClM�IIOFS Up,IACANT !1/EIEES 4110CILLIDE FLNRDT�7QTM gE $HALLL K A COL3. & MI OOO C ,RAPE IMfF 1 M MONDLITHCKLY TK�M NM FL001M RR ■Y l/S!O PER1.45�1 r 4. / RA.P FLOOR K TAGTI��FjI�E:� i�S.� F ORWEL ! !O TWIT J�10■Nb F JA7 nu CAM) r[ pCACT NArRL[AOfp K T?FJt PL rL or FprRt T 11Mor Cr�Lt1o1I. PR{CAi7 COKoIETE 9NxJ. of CLA83 M4, 3- ROOR, tKS TN OFTRAIp f�LO MMx 1■OR■t COMdiT A1o10 BOTH 9OES O► THE RAID •. d/i/!MM MO pF1T(E!! 1WE TWMIWTM 8 ADJACENT TO CUr R*P9 TIE MMUKD w PAY ENT FOR CMI�I AND MRIM 7. ■HDII um N ■ITN WFA/�r W3 HIR 7 CIA FARE an "a ""Oft E TO AO NA6TE0 TO MNT THE NOMNTArXE NMAID) %41111,011111, L CM IMIMPS AK TD K LOCATETI AW SHOWN an TIE PLAIs DR At MKCfFW w TIE nmem Twv DETAIL IL RN!!: In BrlA ear RAC �1AINIERTML 7EC MK FRoYReD 71HAT THE CM OFENMs E PLACED TIT. TYI11CK COMI9M[TE SKHIIAX f V THM 00 TK EIITTMAHM r4aCMW ACCOMDMOOM TTE TUNK T TMIEOOLAK ME CF ANTICPA M HEMHY MUCK 1RA►FIC THE CONCIETE WKWALK DEPTH 3M LO K lICJIEAll" CG-12 DETECTABLE WARNING SURFACE Y.3rw TYPE C (PARALLEL & PERPENDICULAR) APPLICATION sas2 703 07 VIIIi/bM OQARTUM OF TRM#WWTATM w J ^V Z V QWo> a ft WOQU Li�WW O��W Q LL OLJL o-0W Z 3Z V 0 V 6 ■ a .. �� v o NP, r- E o A cv 0vi ■i N In N I N I N 3 N v CDv W 3 '°' 0 O •41 0 can,0 > Lr) a W :3N N O _ U O (0 0s p O LlJa C 0 _ U) U -_ _� H L1- p E Z w R a "'TH Op 'veil 1 o � tJ PAM" a . 1$260 ors, �SSIONAL SURVEY: C. I.: P-L, PLC N/A DRAWN BY: JOB NO.: P-L, PLC 0404035 SCALE: DATE: N/A 06/14/05 SHEET: 1 2/14 GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of PointerLewis, P.L.C. and established at a two (2') foot contour interval. 9. No Geo-technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. All borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a certified Geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo-technical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated, as directed by the County of Frederick, Virginia fire marshal. 2. All buildings and additions shall comply with the Virginia unifrom statewide building code (V.U.S.B.C.) and section 304, use group (B) business of the B.O.C.A national building code, 1996 edition (Note: IBC 2000 can be utilized through modification). 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the buildings shall comply with C.A.B.O. A117.1-92. 4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section 707 of the B.O.C.A. national building code. 5. Chapter 17 of the B.O.C.A national building code, 1996 edition requires that the structural plans and any special inspection (soil testing, concrete, steel, etc.) shall be perfoermed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval. 6. A permit shall be required for any business signs and/of pole lights in the parking area of this site. 7. Burning shall not be allowed due to the site's proximity to the winchester regional airports flight pattern and runway. 8. During construction of this project all cranes shall have an aviation obstruction flag (4'x4', white and orange 1'x1' checkard pattern) and/or aviation red obstrution light visible during operations and must be lowered at night unless lit. 9. Intended hours and dates of operation shall be coordinated with the winchester regional airport operations supervisor no less than twenty four hours prior to start. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans. FREDER" COUNTY SANITA11ON AUTHORITY CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from the date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 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 dlepartment shall furnish and install all water meters though 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 shlall 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 (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have backflow prevention assembly (detector double check valve of 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 metier. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If 18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as indicated on the plans or as directed by the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes as indicated on the plans. 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in -place flow lines (IS-1 Typ.) shall be installed in all structures to facilitate flow through the system. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia Fire Department. 2. The office buildings shall comply with the Virginia Uniform Statewide Building Code and section 304, Use Group B, of the International Building Cade, 2000 Edition. Another code that will be applicable is ICC/ANSI A117-98 Accessible and Usable Buildings and Facilities. 3. Table 602, Fire -Resistance of Exterior Walls of the International Building Code, 2000 Edition, shall be used to determine the appropriate fire separation distances. 4. Handi-capped accessibility shall be provided to all structures. All ramps shall a maximum slope of 1":12" with a landing at the top and bottom. All walks shall have a maximum slope of 1 ": 20". Parking spaces and unloading areas shall have a maximum slope of 1":48". grade METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/6" x 3/4" or 3/4" 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) meter box and cover - 5 it - 18"-21" finished 3" stone grade surrounding box 2' CURB STOP & BOX _::[<< skid pad roadway box 2- CTS polyethylene tubing (PET) 200 psi w/ SS inserts at all V MIP x 1" PS connections SPECIAL REDUCER (C84-44 FOR Opposite Side 2' MIP x 1"FIP 2' PJ x 2' FIP BRASS FrTTING (C14-77 FORD) 12 gauge insulated (C18-47 FORD) copper wire for line tracing, taped at 10 foot intervals SPECIAL WATER METER SERVICE DETAIL Y 2' SERVICE - LINE Opposite Side 12 gauge insulated copper wire for line tracing, taped at 10 foot intervals treated 2"x 4" with top 6" painted blue finished grade -\ ti. I 24" 1 " meter by F.C.S.A. 36" COPPERSETTER meter size Opposite Side Same Side 5/8" x 3/4" VBHC72-18WD-44-44-B4 VBHC82-1 OWD-44-44-B4 3/4" VBHC72-16WD-44-44-B4 VBHC82-18WD-44-44-B4 V VBHC74-15WD-44-44-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the sheet, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line trading) from corp. stop to into the meter box (wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve). 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 8" I" 24" seksct back -fill 6" 1/2 O.D. 6. CONCRETE CRADLE STANDARD concret 24" S91W backfill 6 All backfill to be compacted to 95% of ASTM D698 maximum density. 6" CONCRETE ARCH 24" select backfill 6" CONCRETE ENCASEMENT TRENCH dr. BEDDING -1- iacxnn 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. RESTRAINED LENGTH OF PIPE (Rt) S94LL LARGE SIDE JOINT• SIDE PVC DIP J0111,47' 6' S. 10• 12• 6' 8' to' 12' 6' -- 40 80 6D -- 20 40 40 8• -- -- 40 60 -- -- 20 40 to' -- -- -- 40 -- -- -- 20 REDUCER 24" select backfill 1 /2 O.D. 61 VIF 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' a' 10' 12' 61 8' to' 12' 6o 60 so too 40 40 60 60 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 shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 450 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 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 LIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 10 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 falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PPE (Ft) FITTING PVC DIP DEGREE 6' 8' 10' 12' 8' 8' to' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 225 20 20 20 20 20 20 20 20 I LM 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- concrete pad 1'-6" dia. x 6" deep 4" stoney screw type adjustable valve box location marker stone ::::r::::::::.::. joint restraints .r.® f;:.�;t r . stone E18"to24" --►� finiMlad Wade 48" min. valve restrained to main ............................ Wx f1"x 18' solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- 20F3 SEP 05 SEP 05 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- finished DOWN BEND DEPTH 4 Ff. MIN. 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). SEP 05 UP BEND DEPTH UP BEND RESTRAINED LENGTH RMRANIIED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. UK 5-12 FF. 4 FT. MN. 5-12 FT. SIZE/IYPE DE(BffE OF Ll W Ld (WIII) Lu (UP) SRF,/11'PE DELI OF MAW Ld (DOIIN) Lu (UP) 6• PVC/DIP 45, 22.5 a 11.25 20 20 10' AC 22.5 A 11.25 20 20 8' PVC 45 40 20 10' DP 45, 22.5 A 11.25 20 20 8' PVC 22.5 R 11.25 20 20 12' PIIiV1W 45 40 20 a• pP 4 22.5 t 11.25 20 20 12• PIC 225 A 11.25 20 20 10' PVC 45 40 20 12' DP 22.5 A 11.25 20 20 finished grade VERTICAL OFFSET RESTRAINED JOINTS -4- I trench width as required 6" dia. schedule 40 steel pipe filled with concrete and painted yellow finished grade +, 18" dia. concrete e encasement 30F3 BOLLARD DETAIL pad V-6" dia. x 6" deep 4" stone screw type adjustable valve box locator marker FIRE HYDRANT ASSEMBLY -10- SEP 05 mechanical joint swivel tee with 6" branch SEP 05 Q J g W WO I - Z Z /W Z J O Q 0 Q D W N 00 QZU W 3 H ^V _Z f^ W = I.�f^ L QWO> VI Q_�JI W UWW O < vUJ U -W O Q W^ iL �ixILL_ Q_ WO 0:0W ��3Z Z W a o Lr 0 U CII) J ■ E ■� N p r Q) 0 0 ♦ /� C/ N (D Lo I Lc) vi r' W N CN41 1 N 3 'v c cD W 0 °n J W"'��® 0 +' ID N tD U O to Un N a E o W r �_ C a N m O . p ♦- W E ZW R a OF vf� U .PII�Oa 18260 ssjONALOti SURVEY: P-L, PLC N/A DRAWN BY: JOB NO.: P-L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 13/14 EXPANSION JOINT 1----3'-10"— DO .� I 8 j 0 , 10 N i� 2'-0"1 _ - 6' MIN. 10' MAX. ' A -4 2'-0"I24 1- FOR DETAILS OF INLET FRAME & COVER SEE STANDARD IC-2. -4""BARS C --BARS F BAR F BAR A-N FACE OF D GUTTER 'ONTROL CRACK JOINT PLAN MAX. 20' EXPANSION JOINT BACK OF SIDEWAI 6' MIN. 10' MAX. a CONST. BARS JOINT o W ui 8 0; Z BAR Z04 - 5 +Of OpW w F• I'_.-4'-0•_.-_ SECTION A -A X BARS A 54 ----2'-10" � •. N GUTTER SUBBASE HARDWARE CLOTH WEEP HOLE SEE NOTE 8 SEE �NWARPED GUTTER d8l - JOINT ` APPROACH GUTTER ARS E BARS F BARS E - 8�- BARS B BARS F WEEPE FRONT ELEVATION ` 3'-0- (GUTTER REMOVED) SECTION B-B �e-8--- L2.5"x2.5"x.25" A Iti- GALVANIZED 5xl/4" BENT2`PLATTE.5"x 4" STUD SHEAR 1/4"R CONNECTOR WELDED TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. TO ANGLE IRON AT TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B 2' C-C. GALVANIZED PLATE FOR TYPE A TO BE BENT QN AN ANGLE OF 68'30' CONNECTORS AND IS TO ANCHORED WITH 1/2 x4 STUD SHEAR10 WELDED TO BENT PLATE AT 2' C-C. a NOSE DETAILS 2- APPR. PAVEMENT WARPED PAVEMENT DI-3A DI-3B DI-3C t-L FOR USE IN SAGS DETAIL WHEN USED FOR USE ON GRADES BOTH SIDES TO BE ADJACENT TO CURB SYMMETRICAL WITHOUT GUTTER SPECIFICATION REFERENCE 302 STANDARD CURB DROP INLET 12"-300 PIPE: MAX. DEPTH (H)=8' ,D4.D9 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A,3B,3C HAPE TO BE PITH MORTAR O NOT NOM 1. "H" MAY BE REDUCED UNTIL 'X" REACHES A MINIMUM OF 4" WHERE ENOWALL WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET 101.02. 4, jHIS STANpARD TO BE USED WITH STRAK;HT CROSSINGS AND ALL SKEWS 0 TO 45' 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFUCT WITH INVERT OR WINGWALLS OCCAR. EW-1 ENDWI � � DIAMETER OF PIPE CULVERT 12" 1 5" 18" 21' OR 24' 27' OR 30' 33' OR 36' A 0'-6" 0'-8" 0'-9" 0'-11" 1'-0" 1'-0" B 0'-11" V-1" V-3e 1'-6" V-9" 2'-0' C 1'-4" V-7" V-9" 2'-2- 2'-6" 2'-9- D 1'-0" 1' 3» V-6" 2'2e 2'-6" 3,-0" F 0'-6" 0'-8" 0'-8" 0'-9" 0'-9" 0'-9" H 2'-3" 2'-11" 3'-2- 3'-9" 4'-3" 4'-9" L 4'-0" 5'-0" 6'-0" 8'-0' 10'-0" 12'-0" O 0'-1'iC 0'-141 0'-2' 0'-2ve" 0'-3v4" 0'-3v4" b 0'-1" 0'-line 0'-bie 0'-2' 0'-21/+" 0'-3- CUBIC YARDS OF CONCRETE CONC. PI 0.241 0.492 0.697 1.319 2.067 2.947 C.M. PIPE 0.257 0.521 0.739 1.398 2.198 3.145 A EW-1,1A b ARW BEVELED Flow 4 D- - - — -- ---- BEVEL INVERT B 1J_ C 6. BEVEL T IS REQUITED ON THE HEADWALL AT THE INLET END OF THE CULVERT ((WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE 8. ON SHALLOW FILLS WHERE ENOWALLS ARE 1' OR LESS BELOW SHOULDER UNE, THE TOP OF THE ENOWALL SHALL BE MNSTUCTED PARALLEL TO THE GRADE OF THE ROAD. 9. 3/4- CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. N-1A) ENDWALL FOR o"UMAL � SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE) 23' x 14' 30' X 19' 3V X 22' 3B' X 24" 42' X 27 46' X 29" 49" X 32' Sr X 34" A 0'-8" 0'-9" 0'-10" 0'-11e 0'-11" V-0" 1'-0" 1'-0" B V-2' V-5- V-6' V-8' 1'-9' V-10" V-11" V-11" C 1'-8" V-11" 2'-l' 2'-4" 2'-5" 2'-7" 2'-8' 2'-9" D1' 2" l' 7' V-10" 2'-0' 2'-3" 2'-5" 2'-B' 2'-10' F O'-8' 0'-B" O'-9" O'-9" 0'-9" 0'-9" 0'-9" 0'-9' H 2'-10" 3'-3' 3'-7- 3'-9" 4'-0' 4'-2" 4'-5" 4'-7" L 5'-5" 7'-2" 8'-6" 9'-2' 10'-2" 10'-11" 12'-l" 12'-11" S V-11" 2'-6" 2'-10' 3'-2" 3'-6" 3'-9- 4'-l' 4'-5" O 0'-2•AT" 0'-34N" 0'-31A* 0'-4' 0'-41,v 0'-41' 0'-5- O'-5,A* b 0'-2" 0'-2+n" 0'-2*-" 0'-3' 0'-3,/, 0'-3,^ 0'-4' 0'-4vA CUBIC YARDS OF CONCRETE COW. PIPE 0.502 0.855 1.236 1.500 1.811 2.101 2.512 2.801 SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS 105 12"-36" CIRCULAR AND 23"x14"-53"x34" ELLIPTICAL PIPES 302 NOT To SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 3IIA E 7C CONRMNt OF PIPE NOTES: SHAPING OR MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIES ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OF DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25% OF COARSE AGGREGATE MAY BE UP TO 4' IN DIAMETER AND CONSIST OF STONE. BROKEN SICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSE ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND ounEr coNFIc RAn e� 3r,W .-• OF OUII.E► PEE ._ .-..-.. METHOD Of TREATMENT IN DROP INLETS U ON AND Flow LINES. N M" METHOD OF TREATMENT IN MANHOLES spocrrAlm STANDARD METHOD Of SHAPING MANHOLE & INLET INVERTS VMNNA DEPARTMENT OF TRA�ISPOIITATION 302 6" DIA. STEEI PIPE FILLED CONC. (PNTD 4'-0" HT. WI 18" 0 CONC. FOOTING - DEEP W/ WE HOOPS (2 TC PIPES) PNTD. OWNER SPEC FENCE (SEE DETAIL THIS PLACE 4"x4" FLUSH BEHIN BACK OF CUf 6" CONC. SL W/ 6"X6"X 1 C WELDED WIRE MESH DUMPSTERS I OTHERS (2) 6'-8" GA TO MATCH FE SEE FENCE E THIS SHEET BORE HOLES CONCRETE TC ACCEPT CANE BOLTS FOR E OPEN AND C POSITIONS TRASH ENCLOSURE N.T.S. FINAL BACKFILL CAREFULLY COM SELECT BACKFIL CRUSHED AGGRE CRUSHED AGGRI v.v. TYPICAL PIPE BEDDING DETAIL NOT TO SCALE DI-7,7A NOTES 2' OIMETER IlANR . lo.1I6 LBS JET. �7,wlS CIF GL17TE t AM -4" OR RIG, 14 BLLFT STFET BARB 7.1Ht WNW BLET b LOCNLTE4 IN PLACEMENT u)S.IfT., CASTM A6NS, GRADE (If1. METMAN OP OTHER AREAS NOT ATE A NORMALLY SUBJECT TO TRAFTIC. Mons GRATE B is 70 BE WRIE7N t. q-7 NO GMTOM --------- ,J�� R II -!A NO :UTTER N4 ONE OIECTION_ TRAN°fIC, DI-76 GUTTER IN BOTH DIRECTONS. !; OONWIIETE 3. FOR OETAfLS OF LOAD CABI'r11G 2 A1iE TO BE DOME 1-1 M x 6' SM007}� CA, L2•X2"X%' ;;KATE (CRATE h,SEE --04_7, Rg09 R APPROX.12" C-C TO PREVENT T E 6-,p yam` L2l/2"X211i V/4- SHEET T03.(1B. I LEII OF OOWELS A Y' X 4' NOTCH MAY ' C _ //� OF VDtD DETA& A 4 A}!E TO BE P1 i0 ASAAE SEE STMBfIWD T-01-3.4 A.TERNATt DESCK 0tATF TY'FE W41LE UNIT. OUTliff 3. YARABIE 211OR FLATTER u �{ r DRAD610"S OT fj6ATE TO O�'RON PLLAIIS3 (12 RE '0.) K N-4' K 7-T1My!'4 (ptJ1TE A) �QE y�� PI.NMI VEw OR 3'-4" X 2'- i°' (CRATE ■) HERE E 4. DIF 1N LCVA p E DONK MEET SEL IXETAL 5. ALTEflNNTE 1 FiO06 or �CTfDW. ANCHORNB E IX N MILL BE o .. ACCEPTABLE E MPROVPD 9Y THE 5. F OEM (0) RECOILS -ESS TN& 4", UFNGTN TTT3i/, ENCBEER. OF WANDS ARE TC 4E EXTENDED As ORECT� SECTION A -A BY THE ENa�NE�ER. 'SECTION B- 6. CRATE AHD COLLAR ATE TO BE 6. CURTAIN WALL TO BE LOCATED A` THE END OT GALVANIZED. THE PAVED OITCH SFCTION3 OF TFF DI-7A • ORATE A+ 0I-78 THAT ARE NET ABUTTED BY OTHER 7. CClK'RE1'F COVER MAY RE APPRO%itAlE QUANTITIES AI SIACN6 CHART PRECAT OR CAST M PL.ACE. DRANACE. G?tAT£ Y " 7. F TTNOIWYiL OfTgl CRAM 15 TOO FLAT TO ALLOW T� 5. CONCRETE TO BE CLASS AJ F :AST FOR pd119TED WME TO INLET A MEOW API S TYPE A B IN PLACE. 4000 PSI F PRECAST. ER 0A23 Y. L GU DETAIL WILL BE RE4.JRb ON PLANS. T B. GRATE V= TO BE PARALLEL TO DITCH FLOW. rc,txl II4E1 �4, SECTION A -A SEE NOTE i SEE NOTESEE ROTE 3SEE N BOTH SLOPES RAT ONE STEEP SLOPE Ar ONE INTERWUATE SLOPE 11 i FGFT DFTCN E.LET 0 BA(3l UP BERM 'Ay OlT�fi WTTER OR40E r TO BE PUOYRIED f 7 i O,y „...!-^!�' `. / " AOJLlSTE TO MEET A$ CT� BY T+E arA � 6 P4E7 ElEVA7K)N ENO (q PIA DILY). TYPIC>'1L ELEVATION SEE NOTE s� 3 NOTE - 11, cH ryrAnE WE NOTE 4- SEE NOTE 3 «OR FLATTER ONE STEEP St-OPE-ONE FLAT SLOPL BOTH SLOPE'S STEEP MEASURED TE F 4om eoTTOM GUTTEIRW+" L• CONCRETE CLASS A3 0.241 CU. YOS. LOAOI'TUOMNAL 3CCTION (WHEN INLET IS LACA-M ABOVE NORMAL DITCH GRADE) SEE NOTE B. SIF£T]OF3 STA DN�RD MWAN DROP INLET S IX 12" TO 42" PPE 741 1G4.23 VIRGINIA DEPARTMENT OF TRANSPORTATION S03 APPROXIMATE ouwrITEs &_7 DF7A 01-76 tCU. Y0.S.) NONE L2N 7.14R END -SECTION 12"-60" PIPE 'ONCRETE TO BE WOO PS MINIMUM SECTION X-X 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.C. 18 GA. STEEL DECK 0 d 1 1 - GATE HINGE - REFER TO GATE HINGE DETAIL C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED TO STEEL GUSSET PLATES - TURN BUCKLES—-, STANLEY #1010 STEEL 18 ----/ 1 CANE BOLT -ONE PER GATE 0 CASTER -ONE PER GATE--- ELEVATION—TRASHENCLOSUREENCLOSURE N.T.S. GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINTED) 6" 0 STEEL PIPE W/ CAP) FILLED WITH CONCRETE (PAINTED) STEEL 'SLEEVE' SLIPPED OVER 6" 0 STEEL PIPE FILLED W/ CONCRETE (PAINTED) C3 X 4.1 GATE FRAME GATE HINGE DETAIL N.T.S. ALTERNATE END -SECTION 12"-60" PIPE HUB END ON OULET END -SECTIONS SPIGOT END ON INLET END -SECTION CONCRETE TO BE I— 4000 PS MINIMUM LENWH NOTES: OF FWE PIPE FLENGHTS SHOWN AN PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT, LENGHTS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION 'D". SLOPE DETAIL SPECIFICATION REFERENCE 302 FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 102.01 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION ES-1 22' NOTE: ALL PROPOSED LIGHTS SHALL BE HOODED AND BE AMBER IN COLOR AS A SAFETY MEASURE TO SHIELD BRIGHT LIGHTS FROM APPROACHING AND DEPARTING AIRCRAFT AT NEARBY WINCHESTER REGIONAL AIRPORT. 3/4"x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. REQ'D PER STND MANU. PROPOSED GRADE 12" MIN. d ` I_) I I I I I I I I— a o —I —I ° d . I I L d e a8` I 36" (MIN.) • I 24" DIA L J 4—#4 REBAR-3" MIN. CLEAR r--CONCRETE(3000 PSI) a" #5 REBAR ® 8" CC EACH WAY 4' BY 4' CONC. BASE "LITHONIA BV2 250M R3 208 RP812 SF DDB" OR EQUIVALENT SINGLE OR DOUBLE STND. AS REQUIRED PARKING AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATIONS ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF —SITE. PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL PRIOR TO ORDERING LIGHTS. Z 0 0 1= V D_ U Lli Z 0 � Q W J 00� OV)M W Uj0 Z 0 N 0 U Lil J F- Q LO Y * co m N 0 W 0 > a- w WO:5V uj W � 0 (n w w Q m U- O �MkWO li Q a Z �3Z = O W 0 U IL CI) ■ IJ ■ a INn Q) 0 (D r-- L() 0 U (n +' 04cn N N I N I 3 04 G) 0 0 'c: 0 W O'000 _ 0 te (n > n 1 � G) G)0 4)o it 0 n Cn t t a�- o W _ 3 v 0 '0 E ZW r- - I- a C.0 N Z in i J W _jW z0 ow jjl1,TH OF U PNR 9 18260 ot>• Gti IONAL SURVEY: P—L, PLC N/A DRAWN BY: JOB NO. P—L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 14/19 AIRPORT OFFICE PARK PROJECT: AIRPORT OFFICE PARK OWNER & HELPER CONSTRUCTION AIRPORT ROAD (ROUTE 645) DEVELOPER: 567 GLENDOBBIN RD. OPEQUON MAGISTERIAL DISTRICT WINCHESTER, VA. 22603 COUNTY OF FREDERICK, VA (540)662-3630 Contact: MR. DAVID HELPER ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C. APPLICANT 116 SOUTH STEWART STREET 116 SOUTH STEWART STREET WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. Contact: ELLIOTT RITCHIE, JR. PARCEL INFORMATION: PROPERTY ID NO.: SITE AREA: ZONING: PROPOSED USE: CURRENT USE: ZONING REQUIREMENTS: DENSITY: F.A.R. RATIO: BUILDING HEIGHT: SETBACKS: FRONT: REAR: SIDE: PARKING: 64-A-45D 4.8668 Ac. BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT OFFICE SPACE VACANT PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 4.8668 Ac.=4.1368 Ac.) FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 35 FT. 35 FT. (PRIMARY OR ARTERIAL HIGHWAY) 0 FT. 0 FT. OFFICE SPACE: 1 SPACES PER 250 SQ. FT. OF FLOOR AREA PARKING REQUIRED: 32,844 SQ. FT./250 SQ. FT. = 131.38 SPACES=131 SPACES HDCP SPACES REQUIRED = 6 HDCP SPACES PARKING PROVIDED: 162 SPACES W/ 17 HDCP LOT COVERAGE: BUILDINGS/STRUCTURES: 19,320 SQ. FT. (0.4435 ACRES) PARKING/DRIVES: 81,092 SQ. FT. (1.861 ACRES) CONCRETE AREAS: 12,174 SQ. FT. 0.279 ACRES TOTAL IMPERVIOUS AREA: 112,580 SQ. FT. (2.585 ACRES) F.A.R.: F.A.R.: 32,844sf/4.8668(43560)sf = 0.1549 < 1.0 OPEN SPACE: 4.8668 Ac. - 2.585 AC. = 2.2822 Ac. (99,413 SQ. FT.) (46.90%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SQ. FT. Of Impervious Area 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 2000 SQ. FT. Of Impervious Area: 81,092 SQ. FT./2000 = 40.55 => 41 TREES (Required) => 41 TREES (Provided) 5% Interior Landscaping Islands: 81,092 Sq. Ft. X 5% => 4,055 Sq. Ft. (Required) => 7,904 Sq. Ft. (Provided) Proposed Parking Area: 1 Tree Per 10 Parking Spaces 162 Parking Spaces/10=16.2 => 16 TREES (Required) => 16 TREES (Provided) ZONING DISTRICT BUFFER: Category "B" buffer along adjacent RA zoned, single-family residences. REQUIRED BUFFER: 25' inactive buffer 25' active buffer 1,037' Full Screen (3 plants per 10'=311 plants.) PROVIDED BUFFER 25' inactive buffer 25' active buffer Full Screen with 333 plants (3 different species, Y3 deciduous, opaque evergreen screen, 4' min. height of time of planting, in a 25' wide landscape easement. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE-GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (32,844 SF) T = 362 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (32,844 SF) T = 51 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (32,844 SF) T = 49 TRIPS, 17% ENTERING, 83% EXITING HELPERCONSTRUC7 IR • • ' • [FF C[F DF51 A I'P111kT9E •4 HA EE MA I TERIAL � I TRI T F' EDE' ICI OI T IRGII IA FREDERICK COUNTY FREDERICK COUNTY, VIRGINIA .j /• 6' PRESTON PACE III 92, •/•• ��"/ES P ASSOCIATES LP `��•/• Jp,M �RG� p� TM# 64-A-45C �-'�/ gF3` LRD 6 D.B.: 829, PG. ,54'E/• ` N�55EAP,S 402 ZONED: RP *rag 55--/ /- UA -�M 6�p. RN��P� -/ USE: RESIDENTIAL •• N / p / � / \ Helper Construction /••cp � O •\ � o --' Company, Inc. /••/• % / is \ �� 4.8668 AC / TM# 64-A-45D -- �� •/.0dP / A g �c \ 0• O� INST# 040015129 / Y' • / PRO 0 ��O,G p ZONED: B2 t USE. VACANT 0 r�. r ii / off \ �G0 \ ROPg� � ENO C � s / _—A 0 o c' � 1 �� /4t4 l / o f f�c � N% ` ad? POSED G N \ t INVIC. LLC \ ` � �,�� TM# 64-A-45K \ ` INST. 02-6623 \ �` \` it ���. �% ZONED: M 1 .\ \ USE. COMMERCIAL � \ `� PROJECT OVERVIEW 1"=60' LA ENt ,N. & M \ -BM- -GRANT - ¢ \\ - 2.-O 08 AC \ ST. #- -000-"03- 2914f " \ \ T.M S4L�A-45M \\ \ USE: -OFFICE S'0O5 N ' ARE 6�' JXR0N\P �M�oNEs\ EN��P� � E "NPRR� 0 RPM � L• ,5 JPN 6A'PRP `Mi R�S\O�N(\P�- O �N `N ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB do GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE PER0FOO N THE GUTTER OVER LENGTH(TSIITIIj ., T H O,F Po 1 C�PAM9 No 18260 `psIONAL LIST OF DRAWINGS: I SHEET 1/14: SHEET 2/14: SHEET 3/14: SHEET 4/14: SHEET 5/14: SHEET 6/14: SHEET 7/14: SHEET 8/14: SHEET 9/14: SHEET 10/14: SHEET 11/14: SHEET 12/14: SHEET 13/14: SHEET 14/14: COVER SHEET SITE LAYOUT PLAN DRAINAGE DIVIDES AND EROSION & SEDIMENT CONTROL PLAN SITE GRADING PLAN SITE UTILITIES PLAN SITE LANDSCAPE AND FIRE LANE PLAN ON -SITE STORM SEWER PLAN AND PROFILES ON -SITE WATER MAIN PLAN AND PROFILES ON -SITE SANITARY SEWER FORCE MAIN PLAN AND PROFILES PUMP STATION DETAILS E&S NARRATIVE AND DETAILS VDOT NOTES AND DETAILS WATER DETAILS, SANITARY NOTES, AND GENERAL CONSTRUCTION NOTES STORM AND MISCELLANEOUS CONSTRUCTION DETAILS HELPER CONSTRUCTION AIRPORT OFFICE PARK AIRPORT ROAD (ROUTE 645) -3k ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL Ew- CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office@painterlewis.com JOB NO.: 0404035 SHEET: June 14, 2005 1 /14 Latest Revision Date: January 27, 2006 OP 00 EROSION & SEDIMENT CONTROL KEY M L 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 3.05 SILT FENCE 3.07 STORM DRAIN IP & INLET PROTECTION 3.08 CULVERT INLET PROTECTION -SILT FENCE 3.09 TEMPORARY DIVERSION DIKE r 3.13 TEMPORARY Iff SEDIMENT TRAP 3.18 OUTLET PROTECTION doe 3.19 RIP RAP 3.30 TOPSOILING 3.32 PERMANENT SEEDING v.Z001 3.35 MULCHING to--% SEE SHEET 11 /1 FOR SILT TRAP DETAIL. 75-- - -- - I \ P, Ps TO 4t% \, 9 fs 0 �0 OD' 4C ryo .10 4r/ t L \ / / All FIRST STEP IN THE CONSTRUCTION PROCESS SHALL BE CONSTRUCTION OF THE Or PROPOSED STORMWATER POND. THE POND• OF SHALL ACT AS A SEDIMENT TRAP DURING THE SITE WORK./ / ti \ \ \ N00 K R A 0 �2 2 A5 .4T Cj V.0 2 28 NINE W z Z 0 0 0 V) I� 0 MEN z w W a- Cf) _j 0 cr_ W (DC Oz U W §0 w a W z u i L (01 sz� V _47 CL D 0 ps mu ^� � f '• (� �Q./� �,` \ \ \ / \\ ~ / /�"�c Oki � � / �^�\. 4 9 . 4 .. v 30 p C14 7 l ,fir \ / % i / \\\ "y 30 PS 70 k*J • 5, I% p 5 10 moui e 2 2 p boo � 6 ' / , _. --- �• js , ` I1 ., n,---•^_,_ _.-- —' \ \\ \./'\\/.. t l / / \, / `V fit,} '`\ ~ 71 25� tv n 1 1. IV- L LL X r .4(j/ 1 EX\j, LF Q�x ap f 26 DID EX AS)OH,4Z T F-r A, SPHA 17- PA)916A,66 A,?FA PARKING' AREA AREA C: S EET 11 14 TRAP IL'. 0.70 tc;"/ 5, Min. 6 K t�k Ll J% -- — — — — — — _v 0?t. LOC. /,T. r ex, var Aq, -728- - - 27- '728- 24 -del- - - CL 777 p ------ 724---- - _726- 7 722- FX 6' SHOIJI- - - -__ _ __ _- -_ --_ _-- -__ -- _ - = Co 11R 645 _W-y� & -AREA S I* COUNTY ---- ---- ZROUTE 645 AIRPORT ROAD AREA: 1.203, &.1 AIRPORT ROAD 80' R-O-W ti SPEED LIMIT: 45 M.P.H. c 0.60 SPEED LI AT: 45 M.P.H. 0 30 SIGHT DISTANCE - 1,580'+ (TO RTE. 522 INTERSECTION) SIGHT DISTANCE - 528'+ (TO CURVE) 1,100' TO IDC APARTMENT COMPLEX ENTRANCE 330' TO PROPOSED HOTEL 1,100' TO EX. APARTMENT COMPLEX ENTRANCE 330' TO PROPOSED HOTEL ENTRANCE SIGHT DISTANCE 1,580'+ (TO RTE. 522 INTERSECTION) SIGHT DISTANCE - 528'+ tc 5 Min. - EX. C&C EX, Fop Scale ft w O:s u ow — ww 0 w C) M Ix U- 0 uj o La— QC)z CL Z (n 0 0 0 E ro ,' 0 it Cf) C UL) U) Lr) ui IN 1 1 N N C14 '(OC) C1,D 4-j -C LJJ V) > 0 0 -6 V) Wco 'u—) E 3r F LL- z 0 W Z= w F] LLLJ Lj V) 0 Z ME Ld 0"In of 16 pmm No. 18260 OA rONAL SURVEY: P-L, PLC 2' DRAWN BY: JOB NO.: P-L, PLC 0404035 90 SCALE: DATE: 1 *=30' 05/26/05 SHEET: 3/14 **4b '4%b X X z cj 0 x a/ ` \ Z U V) x A 0 (n cbq V) Z) 71 lb' X X %%b x *4 x Ld a"I 1I %b I �lb x -Alp x Ik z 2.64 x .0 byi . . 6 1 L J CIO po .0 ROA 0 79 0 )o 1V X ??s � c� �� !r S�OC`pA ���� \ � �' At ZOO -C�e 4btx IN LLI 0 1c, cn X x -i F_ x ���� ° h ^ 1 �� A te • �/!� `L .' \ I / ) i' a9 b, F_ D, 8 c;ll 4p_ lb 4- z X 29. x .0 41 4ch 0 A,,, 'rOA 1 616 9 Zi r - N 9.2 La 41� db =k.•co x x uv, Ak miryoA-A. 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PAINTER 510 A61AWR G,--t-2-728-- 7 It -- --- ­727 = - L -7 2 i 426- qc� Ce 0 RAMP x 499P 182W b�b x �x 7 tk 'b - IT )c _eA ro V_ 1A RAMP' 00 ��RZ 720 611, % 0 X_� - - "MOO _23- -724 V -726- 9.2 X 2 20. -7 or a_ NSM x AL lb- 0 7GlS 1 -77 E_ W41)NING 0 CG-6 , b SURVEY: - ------ ui C.I.: S - 8 - .7 �G-6• x 1� OP. 14' CG _-I'l /0000, t-119-47- — P-L, PLC 2' c ROUTE 645 lbl 0 AWC RT ROAD AIRPC RT ROAD DRAWN BY: JOB NO.: '80 R-O-W _--sor- R-o-w P-L, PLC 0404035 SPEED LIMIT: 45 M.P.H. SPEED LIAIT: 45 M.P.H. 1,100' TO EX. APARTMENT COMPLEX ENTRANCE 330' TO PROPOSED HOTEL ENTRANCE 1,100' TO EX. APARTMENT COMPLEX ENTRANCE 330' TO PROPOSED HOTEL ENTRANCE., 30 0 30 SCALE: DATE: SIGHT DISTANCE - 1,580'+ (To RTE. 522 INTERSECTION) SIGHT DISTANCE = 528'+ (TO CURVE)- SIGHT DlSTCE = 1,580'+ (TO RTE. 522 INTERSECTION) SIGHT DISTANCE = 518'+ (TO CURVE)- 1 *-30' 05/26/05 SHEET: 4/14 !Sj + sc Q o 0f6 oQ .� y m • ° 'ryc�, .�,. 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RpX. i a SOR p ?� � i �i 4zl k !" \ ©PROP. DI-3B, L=4' ! f` SOR 21 SAN 418, o TOP = 719.5 ;��� /' MIH o �aa 15 INV. IN=712.70 Al p 15" INV. IN=714.20' !' + i —. , I i g IU % y / / \ ,\\ Ni^poo (L ..iQ 18 INV. IN=712,70 fIi •o . 18" INV. OUT-712.50 ' / !� \ `!+ •'� 1: ' M1�'q`�� �� � \ \ \ gii I (DC PROP. f�-3C, L-6' � ___ :' s ( .- k � � bi i ,__.. t. TOP724.50 aim V •g \ `'�y / r/`� v� \ `v 15" INV. OUT=719.50 \ s — \ s 1� T B PROP. DI-38, L=10' -- -- z TOP = 720.90 1� N V a• �' �` / -6 4, is / LANDSCAPE INV. IN=715.10 U a, \ I' \ INV. OUT=714 o ` r o4 \ � _ 26 -, ' �_ Z 111 / o N / I " ._ \ ," / �,` o/ a. cn Ex. A.SPI'�41[J A-99 r / \ AZ ONO ® PROP. -3B, L=12' o n ! � U' W V i P,�RM'/hG ARU /� / TOP - 717.00ICE 15 V. OUT=713.00 c o ; / / �v..�_ -- t �a \ \ �,; a: cn' I REMO AND REINSTALL - `- 1 THE X. 36"0 ES-2 - .. �,�i, f fm a P g0.80 -Slope� , 2' CURB / \ M � �°D" � � �• 111 ®5.84 . \ .,\� ..,\� UT NDC ' PROP.; 64.(.o i� ono U) z O Lu *1 �l N1 ^1 of I� V) ^U Z It WOU U E O W w F-OU W O F- LA- �WWO 0- Z �3z w c N U a ■ U J w N p ^ E U N U) LO ���' N N 113 N N N � c Lu O 0 O � C a- Luto_ U) 0 s E 0 •� a� �I° - o E w z Q a PROP. 10. 0 (+/-) EXTENSION i r N - ' - 11 \ ca -�"•x 1� _ - -- - - ` T' „ - �.„ 1 Q�- - - Cl ICI O 78R Sloe B \ \. --._. _. �� ` " I t= I s>Ac - ! - ---PAINTER OF 36 0 CMP O 1.5179 Slope, r f /' ®9 -�� .° P 6 �, �.,� _--\,, a Z U _ '�' _ �_ / / JiS G. (MATCH EX. PIPE)-$! o _R a tRan' '9 Aw. AN= 2 w �' '. 'fxs % ';\ R - _ dM-,UKA1 L _-- - l - 28_- ^� - - x t No. 18260 -- - -- -- --> RAMP RAMP �'-- _ _ 72 - _ - - -- — a _ . a _ _ - �� 'fRANSITIO _ - _- _ '1 --- ----- .. - - -- ---',' a - - -- /PROP. 14' CG-7 - --722 -- �- - TRANSITION o 8 cu smNAL - - ---- C _ 6' Sht7C/[DL�R �,y1, __ 6,-- TO CG-6 W`� ' SURVEY: C.I.- TO G of LANE W�DENIM / - - - - - _ COUNTY ROUTE 645 COUNTY jft(��645 !I Ea £aw AIRPORT ROAD 0 AIRPORT ROAD I I `- - - _ DRAWN BY: JOB NO.: 110' R-O-W 80' R-O-W _ SPEED LIMIT: 45 M.P.H. C SPEED L IT: 45 M.P.H./ I I - - '' '' � � P-L, PLC 0404035 30 0 30 SCALE: DATE: 1 100' TO IX. APARTMENT COMPLEX ENTRANCE 330' TO PROPOSED HOTEL ENTRAN 1 100' TO EX. APARTMENT COMPLEX ENTRANCE 330' TO PROPOSED HOTEL ENTRANCE SIGHT DISTANCE = 1,580'+ (TO RTE. 522 INTERSECTION) SIGHT DISTANCE = 528'+ _ 0 CUR*) \ SIGHT DISTANCE = 1,580'+ (TO RTE. 522 INTERSECTION) SIGHT DISTANCE 528'+ TO CURVE) �, E7� - 1 E06/14/05 -, _._ --- --- __ ...__._ ._ SHEET: I � T EX Ex:._ ��,y \AL�. a m el Tr �? 251 glieus 6www 19 `•` \ \� ' \\ U) ►- a w4F 2Xt — dad W & OZS ROP.� t _J 1 PROP. 9NIAVVd - \\ ♦ S�O� ` \ \ \\ \ \\ F- ' qzj kNd S FIRELANE \ 1 VHdSv OCK / _,�CJ• ,•�_ 'r 1 _•CJ cJ� d0?... �d� ,0 •ZS IC ' f ,r'f •CK -` - - �dM� .b a0 O p420 •ZS \ \ ,\ \ \ Q / p "Z r Sd31S P F 12 � w 2 c� �_ ��Cie Hd 1 I i _ �` OFF!CE Uft Ft. _ l Z ....,\ \ \ \ \ \ �O B 9 L X i o ti 11 PROPOSE p0 Sq. / \ \\ \ ^ w !\ i a i ( I PROPOSED OFFICE BUILDING H AREA: 1 ,g3 3'S' Mox• \ \ \ \ �� \ \ \ \ Q JC I (m • o ° a 0 M�1 •t ., AREA: 1,932.00 Sq. Ft. HGHT' 70 \ \ c9\ \ \ \ / o I �. �..,R. 3 HGHT.: 35' Max. F.F.-730• Q Qg / \ \ J \ \ \ 101f1 f w co 00 0� i . p c� . � Z i � � ; `�, ,..- � v o � � N �. � � F.F.=730.50 � \ 1 � f' �' j� �- o" ornLJ �j o j ICJ - o i_\�� V) _7 a:�z a r� aa- M in ` 4<m a_=ag an_ o ocaiz oa i• �N -- - f \ \ \ a j n: a a o U a • CJ • CJ • CJ t ao CJ •or (,Z '�� \ c5 1 4 • °JIVM , , $, 9' dad � \ \ \ \ \ W ---Q-a_z � . �, j -w � _ __..._ _ _ __T-` Ir � V '`\ �__ - `' I •ZS 5 o ! / L" •CJ P. F ROELANE QW I, c� oa�I' - `\ i , ' l \ \ \ tt moo \\ VZ EL ` 4. w• ai of \ ~ GG�*CJ ` \\ \ \ > z \ o '`' !f n \ PROP. a / \ \ \ \ \ oyo�� �� .. I I Q�-w�. aa� / ` vJ \ s LL. J I / F_- � w "'•- w � ---- ry FIRELANE •� . --�. •jL/S Z 'a: _- �,a fig oaz \ I 1��� I ZZ t tl a'�e— ` p / -M� -_ - ! f�'tiJ \c9 Q`\ .� ono (� a r aW CL Q - = a = v� 3 . \ \- _ ) T' & y • ZS \K�\�'� • �`'n J' ` I IL •cJ a \ _ e o� o OCJ �, �pci gZ,l . L��� d 0� \ 'N\o�o� J v> /VV I- -+ _ i • • CJ o� `fig o U; ROP. -f— aL IC FIRE NE w�� oa,., -- a''z �o� cia pp. �' �� •Z '� f Ce' JC / o d o�lz�cn X 0QM as e. a=N �I \s -� �\�'�4\b� 10EL o a=a4 09 •CJ / e0 do'00 �• i 09 6ZL ,. 07d yv> J w ul co ro co !� •CJ — 98' i ZL='3'� - 9L'OZL='3'3 / x°W 4K 'd3�d :d3� Z i r:e W O K' i i .�j \ aIL 58'O L='� J 9L'02L='1J �� bS 00�'S pp'Z�6 SpdO�d J' \Q ��� \ °8 - U) ni \ o xoW 9� It ii xoW 9< 1HOH �7�J '� 8 -0t330 Q3 0 °c�Z�� �� \ \ �\\ �. _ �, �. Lr- \ � i '1 a 'bs 110 1x98 �` 4 3�i� �a ie •1j 'bS 00'b98`� :V38V '`Ja18 OtA�,v �1(� �d'L`r \ c, \ \ ` Y t =- o rn �� ; *! _47, 'l3 -bS 00•Z£'6' L :V3$V-djj/'1.A "bS Ofl Z�8 1-�i�a a CJ \ j Aped- IC- � �°' ' \ \ or �'J �/ (n - I _ C 01\limifl8 331JJO 03SOd0 0 ONIC�ILt8-_301330 03SOdOMd - — ---`' \ ti 9' 6v�' ' \ ` �d 0 •CK 1 LCT 0 ao a_ Z z_ „s • h\_ �J \ \ o� - VD - 10 \ V l • CK — 4 ; �r \ \ \ 1 9�00`T- -- \ � \ •CK •CJ ICJ a. a a i�`i \ \\ 0 Q W • \ o a 77 9 -90 'd021d ROP. ROP. = i i-- c� � � ---_ �" L b4 10 \ \\ v FIRELANE FIRELANE "_ a_ z /' ZS i' i j ,5 It, \ i \ \ \ O LA_ 30 0 30 90 10 \ \ ` 90 dp� 9= _ __-___ _ _-_______ - — PROP. - a M a �/' O ng �1►1 S \` �\\ W 0 _ Q 4- -99 d0 Z. d NOU ISMvi it ' = �FIRELANE J f � Scale 1 = 30 ft Ic 10 \ •CK •CK •CK •CK •CK - �' 5 \\ w 0 in AN AP REQUIREMENTS :_ _ IC VD IC VD IC I Parking Lot Landscaping: - - - - IC 10 5 IC 12 3 - ��_�- ig� 3 9 3 10 5 Perimeter Areas: 1 Tree per 2,000 s ft. of Im ervious Area �4 ici-& ICVDICCCVD IC JC IC JCO P q I� i 9\ \ Required Trees: 81,092 sq. ft./2,000= 40.55=> 41 trees' 6 10 5 5 3 3 10 7 6 - 1n / 10 5 10 Provided Trees: 41 trees U Required Headlight Screening: 3' high along Rights -of -ways. FIRE LANE REQUIREMENTS: ■ Provided Headlight Screening: 3' high berm and evergreen shrubs along Fairfax Pike parking area 1. FIRE LANES: PAINT FACE OF CURB YELLOW AS INDICATED ON PLAN. ■ and 3' high evergreen hedge along adjacent properties. Interior Areas: 5% Interior Greenspace 2. FIRE LANE DESIGNATION SIGNS SHALL BE 12"x18" WITH A WHITE BACK 0.N o o Greenspace Required: 81,092 sq. ft. (x) 0.05= 4,055 sq. ft. GROUND, AND 2" BLOCK LETTERS IN RED STATING: "NO PARKING FIRE 2N Greenspace Provided: 4,055 sq. ft. PARKING LOT LANSCAPING PLANT LIST LANE" ALL OTHER SIGNAGE MUST BE APPROVED BY THE FIRE MARSALL N I 3 KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS 0 (1) Tree Per 10 Parking Spaces .o Trees Required: 162 spaces/10= 16.2=> 16 trees CJ 36 Cercidi h Ium onicum Katsurotree 2" cal. see plans 3. FIRE LANE DESIGNATION SIGNS SHALL BE POSTED ON ALL CORNERS 0 .0 Trees Provided: 27 trees CK 15 Cladrastis kentukeo Yellowwood 2" cal. see plans / OF FIRE LANE, AND WITH A MINIMUM SPACING OF 50' APART ALONG THE W s •'' 0 0 v Zoning District Buffer: A category "B" buffer against adjacent RA zoned, single-family residences. JC 67 Juniperus chinensis 'Pfitzeriono' Pfitzer Juniper 3' height see plans NOTE: REMAINING LENGTH OF THE FIRE LANE AREA. SIGNS SHALL BE SET AT A J V) > in Required Buffer: 25' inactive buffer ZS 1 18 1 Zelkova serrota Japanese Elm 2" cal• isee plans ICONTRACTOR TO REGRADE, SOD OR MIN. HEIGHT OF 66" TO THE BOTTOM OF THE SIGN. 25' active buffer HYDROSEED AND STRAW MULCH ALL 70 U) c ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING o O 1037' Full Screen (3 plants per 10'= 311 plants) ALL PLANTS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE 0 AREAS DISTURBED AS A RESULT vl a-_ OF THEIR WORK. W � a � E Provided Buffer: 25' inactive buffer � 25' active buffer -3: � w Full Screen with 338 plants (3 different species, 1 /3 deciduous, opaque evergreen screen, 4' min. ZONING DISTRICT BUFFER PLANT LIST (2) UPRIGHT STAKES TO BE USED ON height at the time of planting, in a 50' wide landscape easement) TREES UP TO 12' HGT. LARGER TREES NO 12" x 18" STD. Z KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS _ PARKING TO BE GUYED. � LANDSCAPE INSTALLATION: FIRE 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the IC 116 Ilex cornuta 'Burfordii' Burford Chinese Holly 4' height 6' o.c. LANE event that utilities or any other structure conflicts with the layout shown on the plan. JC 110 Juniperus chinensis 'Pfitzeriano' Pfftzer Juniper 4' height 36" o.c. TREE WRAP MAIN TRUNK 2. Verify the quantities shown on the plant fist with totals indicated on the plan. Contact the Landscape Architect in the event VD 112 Viburnum dilatenum Arrowhead Viburnum 4' height 6' a.c. deciduous RUBBER HOSE that discrepancies exist. Supply unit prices to the Owner at time of bidding. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING ALL PLANTS SHALL CONFORM WITH 165-368 OF THE FREDERICK COUNTY ZONING ORDINANCE ,� STD. U—CHANNEL POST c� N 2"x2" HARDWOOD GUY STAKE 66 Z W 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant 2 PER TREE w species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the D w normal requirements for the variety according to the American Association of Nurserymen. 12 GAUGE GALVANIZED U WIRE -DOUBLE STRAND TWISTED --PROP. GROUND O Z 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root U w systems. NOTE: ' 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on PLANT SPACING VARIES -(SEE PLANS)- 4" MULCH 00 any plant will result in rejection of that plant. PRUNE ALL BROKEN, DISEASED, ANDWEAK BRANCHES. 3" SAUCER AROUND TREE 30 N 0 At'TH OF 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All ALL SHRUB BEDS TO BE COMPLETELY (►F' �'1 mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch EXCAVATED OF ALL EXISTING SOIL PARKING " uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed. Grade finished planting beds so TO REQUIRED DEPTH AND BACKFILLE G� as not to impede surface drainage. W/ REQUIRED SOIL MIX. FIRE UPNM 7. Locate trees a minimum of 3 feet from walls or walks, if possible. MULCH TO BE 3" DEPTH EXISTING GRADE LANE 18260 COMPLETELY REMOVE ALL �!N . �� 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous \' STRINGS, RIBBONS, AND �W trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized TAGS FROM PLANT. \ �0 1` wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". \ `•\ REMOVE TOP 1 /3 OF ALL SOIL MIX \ „ NO PARKING FIRE LANE» SIGN DETAIL �s'SNAj0 L � �•r"..- 9. Use shredded hardwood bark mulch in all planting beds. BURLAP FABRIC AROUND ROOT BALL COMPACTED MOUND TO PREVENT I NO SCALE SURVEY: C.I.: 10. Remove all togs, twine and containers from installed plants. Roll back burlap one third on all B&B plants. \. t\, \ \ �\ TREE FROM SETTLING - 6" MIN. HGT. I P-L, PLC 2' 11. Plant substitutions are permitted with consent from the Landscape Architect and must be approved in writing by the UPRIGHT STAKES EXTENDED TO Frederick County Planning Department. All plants shall conform with 165-36b of the frederick county zoning ordinance. SCARIFY ROOTS ON POT FIRM BEARING DRAWN BY: JOB NO.: I BOUND PLANTS. = P-L, PLC 0404035 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 REMOVE TOP 1/3 OF ALL BURLAP & " j SCALE: DATE: granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT ROPE FROM ROOT BALL. —'1 SHRUB PLANTING BED MIN' 1"=30' 06/14/05 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship fora TREE PLANTING SHEET: � 14 period of one year from time of installation. SECTION SECTION 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. STORM SEWER PLAN A-C SCALES: 1" =50.0' STORM SEWER PLAN B-B 1 SCALES: 1" =50.0' STORM SEWER PLAN 119-1132 SCALES: 1" =50.0' STORM SEWER PLAN D-E SCALES: 1" =50.0' ml } U m / / PROP. >64.00'-Ir RCP, CL M • 1.0•x Slope,, / f r / 'PROP. 90.rsO'-15• RCPP ( , / 0 • 5.849 Slo_ fro sue► _ - r.1LI \ \V00, \� . s. .1000, \ \ !/ //10001 1 B1 yq� / t / / \ PROP. 40.46'-1 C1 M • 4.4 > PROP. 234.75'-18- RCP. \ ` / CL M • 2.73R Slope PROP. DI-7 © PROP. DI-3C, L=6 \ \ ///// (REMOVE EX. ES-1) TOP = 724.50 \ // TOP = ��724.50 15 INV. OUT=719.50 \ EX. 18 INV. IN=721.70 / 18" INV. OUT=721.50 PROP. DI-3B, L=10' \ TOP = 720.90 r / OPROP. 18" ES-1 INV. IN=715.10 INV. OUT=712.00 INV. OUT=714.90 fir/ 1 OB PROP. DI-313, L=6' PROP. DI-313, L=12' TOP = 719.5 ®TOP = 717.00 15 INV. IN=712.70 15 INV. OUT=713.00 15" INV. IN=714.20 18" INV. IN=712.70 18" INV. OUT=712.50 I 50 0 50 150 50 0 50 150 50 0 50 150 50 0 50 150 Scale 1 " = 50 ft Scale 1 " = 50 ft Scale 1 " = 50 ft Scale 1 " = 50 ft STORM SEWER PROFILE A-C _ - SCALES: (H) 1" =50.0' (V) 1" = 5.0' A 735 35 -- 730 30 EXISTING PROPOSED GR E ROP. 5" RCP, GR E - _90.80'- L. III O 5.84 Slope 725 18" RCP, � slope 25 - PROP. 64.00' - CL. III ® 0.7 __- -- 720 720 - - ------- 715 - - ----- 715 710 OUTLET PROTECTION C14 > cn .O 0- o� 00 o -_ M CL 0inrf�r�� 0.EV i0 N4C�^ 0.04 _.. » II_ z z - - -- - - _ 0._ ._ Ada d de s a e 10+00 11 +00 12+00 STORM SEWER PROF11LE B-All • IIIIIIIIIII I■� �■11 � ■ 1 / EXISTING GRA 1 I 1 � ■ � � �� 11 ��I pp�� • 1 11 11 11 11 STORM SEWER PROFILE B-B2 SCALES: (H) 1" =50.0' (V) 1" = 5.0' _ 6 CY _.- 7351 --__-- --------- 35 730 ------ -------- 30 725 EXISTING G E-- 2J PROPOSED GRA E / PROP. 51. '-15" 720 / CUll O 0. -RCP. 8% Slope 720 715 715 710 710 u u r., --- I000 - LO ?4eve e4 N d, N r � -- 0 n age- _ 0 . a�zzzp --0 ?z - 10+00 11 +00 STORM- --• •• • 1 _- 1 EXISTING milm 1.25% Slope �l.oswlp� ■ PROP. 8'0 • mum r • � �1 1 1/ 11 ti �Z O o F- U a Z U o o �jl Q w o R W w J LL. S� i 0- 0 Q W H Z �g � a 0 J ^V Z_ �Lr-C) � LLJ > H w W 0 U U M v w lei � W 0 � �w< a W W LL- 0 m0W a�3z Z w Q = 0 0 in U a- 6 J a E n 0) �( � N ��, � U N N N � c J �- 0 0) N U r) n 0 o Cli-E- ' o � ° E Zw Q a TH OF D1 ,r ( U POW No. 18260 .off �i �SSIONAL suRVEY: c.l.: P-L, PLC 2' DRAWN BY: JOB NO.: P-L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 7/14 WATER LINE "B" PLAN SCALES: 1" =50.0' WATER LINE *Cm PLAN SCALES: 1" =50.0' WATER LINE me PLAN SCALES: 1" =50.0' AWA:_Y kVA0- ,--'. I .. BLDG. AREA 3N4T HGHT rN+ I I ' IVW.: 35' MwL F` F F.-730.75 F.F._730M � LF-720.73, �,�. LF-721.85 . _.:�.. _..., �., .. ¢ 88 8 9•�p-F:r:.. � I r w V ,%Lm FRO � _ 1 7 4- W.WAIR ,,1 EASEMEM ( '�,;y nt 60 sae-211 — — _ _ _ �• — — — K .Ar i n \ �NNECTION TO Mani 1 1LI 1 - f. Jam, 1 � 1 _ VI T.• 1 11 II II \� �, 50 0 50 150 Scale 1 " = 50 ft WATER LINE A PROFILE A LES: 1 So (V) 1" 5.0, - _ -.. 735 35 730 GRADE --,,PR 8.0 PVC, WATER LINE DR-21 _ _EXISTING PROPOSED GRADE— ��- -- _ . 725 25 --- �....PR. ***4b� 6 0 PVCWATER, LiNE M COVER -_- FH ASSY J - - - _ — - - 715 71 ------- 00 92 W W I_—..__. W ^-_ W 0 U W w Z--_ Z ? _--__ ' Q Zco ---- W — z .- ca, ._ Otn __ _ -- — -- --- - Z ------- qk �.� W W ~ ~ W>� W -- - — _.--- -- Q W o LLJ O a Q d M a 3 �1__. _ _ Q It li Q 000 N a N C� w <L a0 OD -X N ODF- 40 _ 0) a U- s -- ----- - -- ze 11 W o ui _ a d s m O W -- + Of + OI + + N p +�U Z n + Of + +� 10+00 11 +00 12+00 13+00 50 0 50 150 Scale 1" = 50 ft PROFILEWATER LINE *B* WATER LINE 'Ob", NONE m NMI ONII INOI IONI i LLT� r \OL r- N I I ITI Q FlIDPOID 0"WE Kmw H REA: S I •; A1.932.00 Sq. R i \ 41p1f1.: 7 •70 ��� f \ \\ PR. v �IIEDl10ER \\ \ 9 \ _ � rt a bs oozse'I OWN ►1 fey-; v3W 0 9NIQNIN 3xt�o Q3iDdOli� 0 01N0)R' 3Mim 03@QlOW ' �.• i 50 0 50 150 Scale 1 " = 50 ft WATER LINE *C* PROFILE mom 0 ■ ■ • EWER W (/) .J u_ W Q 30 w^ 0- W Z N Z 1 o0 :5 LL.I z ^U _ Z a w�� D Y WOU W W W O �OUw �w a WO wow < a. Z 3 Z C) U LLJ 7 O 0 U 6 J a E w m � N rn � �, a, oU r -w N � to .ui MENEM V) N 1` o N co N Lu 0Q ON z JL-1 W U) Z—U, Z w OF Dpffim $AAI,TH Q U 18260 .off �v o� ONAL Gti SURVEY: C.I.: P-L, PLC 2' DRAWN BY: JOB NO. P-L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 8/1 4 SANITARY SEWER M 1—M5 PLAN SCALES: 1" =50.0' IN 0 fps NII PROP. CONNwn9N Tod EX. FORCEMNN PROP 2" — — r — — — _,• _ _ _ —= - = e FORCE MAIN MIA MP.1 1/4" 1 2" / �- i 0, REDUCERPC I - I \ ( l ,►*� 1 C.O.,I ,. I MEO IED IDPWOOFFICE KADMIG H \ \ M� $ AREA: 1.932.00 Sq. Ft. "T1.= j30.7o C.Q. y� ; r HOHf.: 35' Max. F.F.• PROP. 1 .00•"D \ OR � I F.F.•730.50 \ � SAN. SEW. MO • 0. .) �' �� � I C. � �•� C.Q. I � „r .L • �J r. C.O.PIIDP. 1' ! I _— , C.Q. Nis " gP L ti / \ Pri / I It 11- •gip 3 'xaR 9f :•111CM 3 \ • > • .oa r �v t ar 'q�B-'•¢ oo,ia Anr ® ✓ J 1 �FOV ii bS WNW l K3W r e e 30 ,O OLiiO 0350d01ld , a.l�lae�� i 1 � � I - — I 50 0 50 150 Scale 1 " — 50 ft M j PROP. PUMP STATION (DUPLEX, GRINDER PUMPS) TOP = 718.25 PROP. 8"0 INV. IN=710.00 PROP. 2"0 INV. OUT=713.75 PROP. BOTTOM= 705.00 ®PROP. MH-1 TOP = 726.50 PROP. 8"0 INV. IN=71 1.20 PROP. 8"0 INV. OUT=71 1.00 PROP. MH-1 TOP = 727.65 PROP. 4"0 INV. IN=712.60 PROP. 8"0 INV. IN=712.20 PROP. 8"0 INV. OUT=712.00 QPROP. MH-1 TOP = 729.35 PROP. 4 0 INV. I N = 713.3 4 top of manhole at grade in pavement areas unless PROP. 80 INV. IN=713.00 finished grade ,'� �"� otherwise directed (top shall be set 24" min. above grade in undeveloped areas) PROP. 8"0 INV. OUT=712.80 square skid pad 6" thick ® PROP. M H -1 around manhole frame in developed areas �t bl '. . • "Want TOP = 727.25 adjustment rings PROP. „ 40 INV. IN=714.64 (11" max.) 24„min. in undeveloped areas PROP. 8"0 INV. OUT=714.00 3/4" concrete anchor • bolts (4 each) concrete ASTMC-150 finished grade 4000 psi „• • . • 12" or 16' (typ.) waterproof coating �• : � , i 1" nominal size butyl joint ■ ,• sealant applied between • joints and on exterior side ■ of joints joints are to be sealed with "O" ring gasket variabb 4--0- 5' ' — pipe to manhole connection to be by flexible sleeve invert channel to provide a 4•. 3-0„ smooth transition in to out, 4' 0" max. for all connections 2'-0" max. precast invert or grout.� bottom to form channel ;� 'i _ ::rr.. • .�::�^ __•;� „s ! s` D!2 se`•'t 'y;•. C > • top of bench to be same elevation as top :. y�xt;° s� ; 8. of pipe . 1. .. 6" bedding din stone NOTES: 1.. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2- If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3.. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4.. Skid pad to be placed around manholes located in shoulders of roads. 5.. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be flush in top. STANDARD MANHOLE -13- SEP 05 SANITARY SEWER PROFILE M1—M5 III 0M 1 i ■ --1- 00 1 D- 1SAN. SEW.• • ■� I �� 1 SEW_ MAIN - jope(Min.) 1 I _ � II.—� ��, mil ._ II r►• --M'• M - M I , — II� 1 � - M ■� � I 7�1! �f�/ it � \ �■�Il1 1 it ■� / II �\ ���il I�LAT.■ ■■1 rl r� rl�/ i �I _ L LAT.Il�r III _W ■�lII i ' it �� Il � l.• . � III 1ii .... ', � II II II ■ li �� ■� li I}/�■ ■ � ill III ;FORCEI■I Will I I _� MM �■ ■ �I■III � ! ■ I �i�1�1■Ili ■1il �■ r ■ ■■�� I III. III � � ! ! ■ ■ ■ � - ` Z. i i1 �i 11 i1 i1 11 11 Bates & Harrington, Inc. deep bury riser - consisting of casing shoe, casing cap, 45° riser bell (for 4" SDR-21) part no. 290-0804-1-45 45° riser bend (bend with extended bell R compensate for settlement) casing ca 8" casing pipe (C-900 or ductile 4" pipe ductile iron casing shoe finished grade bend (angle as required 8 feet 4" pipe (SDR-21) stone bedding Ile SDR-35 H.W. tee wye SEWER LATERAL FOR MAIN WITH COVER GREATER THAN 15 FT -is- SEP 05 SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed bell 45° bend bell adapter 2' Z o O -4 Z V V U V) o ® IIx W ' +I SDR 21 gasketed 3minimumW� /11 1 SDR 35 8" x 4" pipe and fittings V I _M gasketed bell wye SCH U solvent � Ii weld cap 10 property Q line finished line grade ` 18 Q �j z �• 5 location marker 36" min. cover stone I z ►— O H treated 2 x 4" witt, top 6" painted green 4" pipe at 2.00% minimum grade F- Q �� tip N `^ Z I.L_ V I.i.. V W Q' 0— /— w WOQV SEWER LATERAL li W W FOR MAIN WITH COVER 15 FT OR LESS UJ W 17- SEP 05 O 0 W 1.� Q LL. 0�M� ��Li WO Q0z� �3Z finished ~ Q grade W O N Uconcrete skid pad 0 :r 18" dia. x 6" deep 10" .i stone 4" Panella Model PA4SV-CSK (41 Valvco, Inc. cast iron cleanout cap with brass Fig. No. 71 BOB plug having a countersunk square ■ with lid marked head Q "SEWER' ■ SDR 21 - cleanout pipe bottom section ■ of box brick base N E 0) O w N O (� U sanitary ::.` i 4iLTis� N LD LO T sewer main SDR 21 wye : r `• , .«.:-� (n I I 3 SDR 21 45° bend N N N 4) ILD 45° SDA 21 +� r (O (O ++ LU ;j•Y.••.i:t':' :a> ..��' •:<.. ..��w;��i:i•i :'t<"'.'i,`''�: .r.•:... (n 6" stone bedding L � -a) � T c°n -C E W - C N U '0 -� E Ld a a SEWER CLEANOUT -19- SEP 05 (n Z J W � W W ZZ OU W OF7r U PiN No. 18260 04 �sSI OVAL SURVEY: P—L, PLC 2' DRAWN BY: JOB NO.: P—L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 9/14 2 " SM-12.5A 6" NO. 21 -A STONE COMPACTED SUBGRADE _ FCSA PUMP STATION LOT PAVEMENT SECTION NOT TO SCALE PUMP CURVE DATA DETERMINATION OF SEWAGE FLOWS WET WELL AND PUMPS ARE DESIGNED TO PROVIDE SERVICE UNDER THE FOLLOWING DEMAND SCENARIO: FULL DEVELOPMENT: 32,844 Sq. Ft. of OFFICE SPACE - OCCUPANCY: 1 PERSON PER 100 Sq. Ft. of OFFICE SPACE - OCCUPANCY: 32,844 Sq. Ft./100 Sq. Ft. = 328.44 => 329 PERSONS - DEMAND: 15 GAL/PERSON/DAY => 329 PERSONS x 15 = 4935 GPD DESIGN DEMAND: 4935 GPD (OFFICE COMPLEX) THE WET WELL AND PUMPS WILL BE INSTALLED TO MEET THE DEMAND OF THE FULLY DEVELOPED CONDITION OF THE SITE. DESIGN DEMAND AVERAGE: TOTAL=4935 GPD AVERAGE SEWAGE FLOW: 3.43 GPM PEAK DESIGN FLOW(4.0 TIMES AVG.): 13.71 GPM PUMP STATION DESIGN WET WELL SIZE IS BASED ON ONE PUMP RUNNING CONTINUOUSLY AT LEAST 5 MINUTES OF EVERY 30 MINUTE PERIOD AT MINIMUM FLOW. AVERAGE FLOW: 4935 GPD MINIMUM FLOW RATE: 3.43 GPM DESIGN PUMPING RATE: 36 GPM WET WELL DIAMETER: 72" (6'0 WET WELL) INCREMENTAL VOLUME: 17.63 GALLONS PER INCH DESIGN MINIMUM PUMP VOLUME: (36x5)-(3.43x5)=162.85 GALLONS DESIGN DRAWDOWN: 9.24 => 10 DESIGN ELEMENTS LOW WATER ELEVATION: 707.00 FORCE MAIN DISCHARGE ELEVATION: 713.75 STATIC HEAD: 14.45' FORCE MAIN SIZE: 2"0 NOMINAL LENGTH OF FORCE MAIN: PROP. 285'-2" 0 PVC FORCEMAIN FITTING LOSS: 2.5' TOTAL DYNAMIC HEAD: 23.2' STATION SCHEDULE TOP OF STATION: 718.25' INFLUENT INVERT: 710.00 HIGH WATER ALARM: 710.00 LAG PUMP ON: 708.83 LEAD PUMP ON: 707.83 PUMPS OFF: 707.00 BOTTOM OF WET WELL: 705.00 to be used whit WORKING VOLUME PROVIDED: 1 197 GALLONS drawings 2t, 26 & 27 ELECTRICAL DATA VOLTAGE: 208 Volts PHASE: 3 Phase 4'-0" min. 6'-0" PUMPS: 5'-0" USE TWO (2) ABS DUPLEX PIRANHA S16/2W GRINDER PUMPS 1/60/208VDC check valve lifting hoist socket back pumps water j stop gate valve with handwheel PROJECT HEPLER CONSTRUCTION - AIRPORT OFFICE PARK PUMP HEAD WORKSHEET A B C D E F G H I J K PUMP PUMP DISCHARGE ELEV. LINE FLOW LINE LINE FRICT. MINOR PUMP ELEV. ELEV. HEAD DIA. VEL, LENGTH LOSS LOSSES HEAD (m (in) (GPW tfia) (m (A) (n) (11) 1 705,0 7119.5 14.45 2.067 30 3.44 265 6.22 2.50 23,17 TDH 23.17 COLUMN REMARKS A pump ID B pump nmrart aWmil!on C elevation at axislrtg rrlanitota D C-B E diet31arpe kM &Mrlatef F debvsty pips Row G =(F x 0.002228y(3.14 x (E/24)" 2) H dOW" pipe tartplt I -H x (FI(0.281 x 150 x E'2.83))" 1.85 J from MINOR LOSS WORKSHEET K =D+I+J 2" PVC drain It III III•�• 1/4" bronze pet cock 2"0 4" mushroom vent force main 0 • 1Y4" x 2" Lcast INCREASER coupling I I' 6 ft. diameter precast concrete manhole with bituminous coating on exterior GRINDER SEWER PUMP STATION - PLAN VIEW -25- SEP 05 access door (see note 3) lifting hoist socket 4" galvanized vent to be used with (see note 1) w/ screened drawings 22, 25 & 27 mushroom cap to 71 718.25 top finish grade finish grade 6" - 12"'_". 6" - 12" finish grade 718.00 guide 717.25 control & 4 float rails o check valve power setting (see note 4) :.:'. cast gate valve conduits to bracket coupling o electrical bldg. (see detail) force DIP is o main 0 invert in teal influent 710.0 2" INV= 713.75 o pipe F Su Olts .14 high water alarm 710.0 '- :.. lag pump 6" minimum stone beddin on 708.83 2" PVC drain lead pump w/ backwater stop 18" nylon liquidtight cord on 707.83 - grip fitting; straight dome or nickel plated pump off All stainless anchors or lead brass liquidtight cord anchors with stainless lag screws grip fitting; straight 707.0 '. 5/16" or larger diameter. dome jam nuts on cord grip to be plastic, pumps (see note 2) grout 2"x 2 1 /2"x 3/16" stainless steel, or aluminum angle iron. aluminum grouted fillet in Floats wetwell bottom 12" bottom ::: ':;-' . , minimum above floor Note: Excess float cord shall be bound with nylon cable ties with nylon lock. Minimum length shall be 15". FLOAT SETTING BRACKET 6" minimum stone beds NOTES: 1. lifting hoist socket shall be floor mounted stainless steel for a Halliday Products hoist model no. D1A24B 2. pumps shall be Barnes or ABS 3. access doors (2 ea.) shall be 30" x 48" aluminum Halliday Products model no. S1 R3048 or FCSA approved equal 4. guide rails shall be stainless steel or pultruded (fiberglass) GRINDER SEWER PUMP STATION - SECTION VIEW -26- SEP 05 to be Used with drawings 22, 23 & 24 / 25, 26 & 27 circuit breaker to panel load side heater (suction lift station) of meter 110 V receptacle sin disconnectIrIcurrent transfer (inside enclosure for grinder pump station) switch (on wall inside building for suction lift station) t overcurrent protection light(s) fan & louver (suction lift station) ground per N.E.C. auto -dialer Code telephone line (1 MB service) ELECTRICAL PANEL alarm wiring (in separate conduit) to generator receptacle ° control 110 V alarm light and horn panel high water (with manual on/off switch) alarm Z--contacts PUMP STATION OVERALL WIRING 1 high water (wet well) pump #1 failure ,tEXP SS t auto pump #2 failure dialer 3 phase power monitor norms y open drV contacts 120 V telephone �♦ high water (wet well) 120 V input line sensor for alarm light and hom AUTO DIALING ALARM SEWER PUMP STATION TYPICAL WIRING DIAGRAMS -21- overhead light to be rru extention 2' above and weather proof strobe 00 of enclosure. (see note light and 00 vibrating horn (see notes 6 & 7) O 4' electric socket meter (see notes 1 thru 5) 10 generator tele hookuplu (see note 8) intC 4' 3' underground power concrete ' to pump .4 A. station A. 18" dia. hole 'd 6"x 6" pressure treated posts GRINDER SEWER PUMP STATION to be used with ELECTRICAL CONTROLS ENCLOSURE drawings 21, 25 & 26 -27- SEP 05 PIRANHA S 10 to S30 4.00.E") MIN SUMP OPENING 0625 (24.6") fV_ .._..__.-_.__----__. Lr 7 um: ---- - N - ----- A A B C PI -S17 U7 13 7 414 16. 368114.5)ii PIR. 521-526 360114.21 427116.81 374114.711 93(3.5r') r C , 1X" r1a0§61 nis" t 1� f� in o to tr\ -2 172(6.8") M10 masonry anchor boys. drill Note size 14 mm 10.61 Lowest switch off point for automatic operation aq 18C0.7"j , , rt -- 65(2.6") I: i Pump performance curves °lawn~ cosr-erncrlwt ►vxnftc PIRANHA S16 W 60 HZ•�•�.. PIRANHA S W t PG T �FFsGE TAB _--- 1.25 inch -�1_80 ZH' cy owoky VNeooky TerrtOnn Rated speed Date 1 kgfdm' 1.562 cSt Hydraulic Institute 3520-3350 rpm 2004-05-2o 1 Flow Head Raid power , Hyorauilo efficiency 14PSH - i I I P2 in --- _ I 0 5 /0 15 20 25 30 35 40 45 50 55 60 85 0 (US a.p.m.] Q = 3u•O c,4►� IntpeMer sue W e lutes I krool---- sale sue 136mm 4 tAsearslar 1i�5 reserves he rlphtl to change any dole and sons ..shout pw notice and can net to MW regorAk te'or lie .Res of inlamarien rarxeined •.n Ids aorivare. NOTES: 1. Enclosure construction: a) to meet NEMA 3R standards b) 4'-Q" (W) x 4'-0" (H) x t'-0" (D) c) 12 gage galvanized steel d) double doors with: 1) heavy duty hinges 2) heavy duty 3 point latching mechanism 3) heavy duty hasp (for padlock) e) drip shield f) back panel (of 12 gauge steel) to provide a minimum of 5/8" clearance 2. The following items are to be mounted in enclosure: a) double throw transfer switch b) circuit breaker panel c) 110 V outlet d) SENSAPHONE EXPRESS autodialer (with dedicated 110 V outlet, 0 needed) e) phone jack f) pump control panel 3. Controls to be in their own enclosures and mounted inside panel enclosure. 4. The pump control panel shall be accessible without cutting off power. 5. Inside 110 V outlet to be on separate circuit 6. Light and hom shall be Edwards model no. 50-R (light) and model no. 876-N5 (horn) or FCSA approved equal. 7. Alarm fight and hom to have manual on/off switch inside control enclosure. 8. Generator hookup shall be Russellstoll catalog no. SCB7334-72. 9. Overhead light to be on separate circuit and have on/off switch inside enclosure. 10. Overhead light to be 175 watt 120 V, mere (coated) security light. SEP 05 `laT: "-1WAlfTia-13i. ASS 1IIIIIIRAIIIHA SUBMERSIBLE BIRIMOER PUMP la Rz ASS PIRANHA submersible grinder pumps for problem -free pumping of raw sewage in pipe tines from 11/4" (DN 32). and in pressure sewer systems. Applketlens I ^x AICi F'1"RANI ,P• udmrarxihla pwnps '^aVe teem desi-_pw-d ter allot Irv:� and ccnn^.mc.Al d.^.watcr!nq take+ asirq :r�,•arnr,pe :irws of ;mall diameter inprivate. rr. Ac ca amc ind. stra, areas. . ! m saw»gp rar'ovat from ^nuses to scattered ser4v rend -xherr 1-7 1-,ylnq of r r ,nventionn.:,ewer wr-lid hr ten axpensim, or wher: large ground u-dutmons are prrscnt or mherc it m erly possible to .ay pipe li-es of small diamete7 • Far sewage rer-uva. hone trig •way acid-olo!wdy melt^y it as. -cr-rrunitf h,slom . nd'nr'emr,t.:3t ::1 hu lhngs. • For se n slaughter houses food processing r.ar,s. paper factories, agric-lture 3-1 ikr tar areas. • F'If.ANI!r'. tM s crucially dec,gned for cr,va-e and do-estic �':•IIM .". Medium Pumpad Hezv tip sewage• max, medium- terrvere..1- roniinuous TS Te-ationop.04C .1104 For if u-it I-;strMrrr^rd, shrl tr-m rn " Ct' 40 F I •ax, 5 r,Fl. `thee 4x1 $ .inn j ",+„> ❑ Unique ABS PIRANHA shredding system capable of Contraction The w.i!v:� !I^t ,mrzrsu.Arad Rutty fl-cd pre=' motor and t-e shredding all materials found in sewage including COMP semen fnrm a emmpart mhtrt t.-r rnnstnir- an. cloths and plastic bags Motor Singe phese 2081233 V- or three please 7.>ni?3t1+?0'IlrLltrS ri'•: - ❑ For the pumping of wastewater containing sewage. 50 Hz.: pule 134:: rprn; or 4-pe.e I'7R0 rpm:. rsaaHc^ class F. prrN.e-term lyp� Ip m rnrAwl Ity .+^ply &n,ans!onsd cooing C Air -filled motors (PIRANHA 09 motor filled with areas. Ex pmter. nn to rMrrnarcnnl scnnrnr^^. e.g. FFXd 1,8 T4 I a,d °M!CSA I'o Ex •ears :r cf PIRANHA 391 non -toxic oil floorings T re-nt^.r s^.rt Is rupportra in .ubncated-lot-lilt bat. -bear rgs. O Low installation costs Shaft seasrrg FiloN oen a .itor and hydraulic sec' c- by moons,3: hilt" O Advantage of small discharge lines from 11A'• ION 321 rpual ty etas mo uri usinq a aitico" G.rbiUe "aChanicai seal, indeprrce- old 31 tc.auan and ra. imtarI :o temperature Shock r^ rir eidr I.ip aertl a! :unn-nlcc lncr :ox c:: meL',ar.ILdl O 1nstaltations are possible where large ground seal on 1,17012 and ,argcr undulations are present Discharge NttANI ; 04 - IA' riernat threat ❑ Standard and Ex -versions available (PIRANHA S 10 PIRANHA S10 a Sir a-tl M2:: f: MS" with oval. harge to M125) FM?ANi-A M70 to M 125 - EIN `0 12'1 w!th D11-flange Shredding System ::ulwis:erg of spiral bottom a -ate w,' p PIRANHA 09 does not need a control box. Capacitor s:atirjn,a-r l Uri i m 1 mth ,tivag e---ges and a shmdd no r-to- toeved here the urpr.Icr for opti -jin Klock ge-`leo rLnning• start circuit is built into motor. TCS-Thermo-Control-System Ri nwa,', M ftwrial sar sors it -�e str-cr to 9 yr , we+ring .red Materials Tn :& rch N' the. r olo• in the eve-: of excessive :emperatures Motor VC-6^g Cas: Iron GG 25 IASTM A 48 ['ass xn) occurring. fiotrr Shah Swrliess Steel 14721 ,AI5: 4711 ABS Seelfwwtdw System 01. 510 - M126 vahre. r-cmier_ Gas Iron CO-2i IASTM A-48 Class 101 For sera: Cnttoring consisting of ar electrode in r• Ihr •.:or and Favoiners S:aintess t_ . 1 V11 IAISI 1161 .-".usher :elw h A trvates an ale �- i- the control perwl 11 ttw St mddmg system �a^tknre :'hro . Ster, --_.-. e•*nt of mrrhantrnl s -.rl .eak,ge. .aKS �I R.tMIL\r'J9>,tr..eSIMROaIrNlrx ntadl`Iribl3i btM. iL�tiu.N 'WS•71@! 11•?:1! • PIRANHA S16/2W, S1612 Dwo. DS-POI-013 Ryv: D Dad: 5104 Section Piranha Tab "S" Series Page I STANDARD & EXPLOSION PROOF MOTOR SPECIFICATIONS Motor Desi n NEMA design 8, squirrei cage induction, air filled Motor T Enclosed submersible Nlstdation Class Class F. rated at 155" C Motor Protection Oil Chamber Moisture Detector, bimetallic switches embedded in each phase for thermal overload protection. Installer must conform to N.E.0 standards. 1990 Ed. Art. 430. _ Bimetallic T T 1300 C � 5a C --- Service Factor 1.0 Voltage Tolerance ± 10% from nominal Approval& I UL, CSA FM avadabla as option) MOTOR DATA, 60tfz output Full Locked NEMA Power Motor Pole/ Ma" Phase Power Volts Load Rotor Code Factor Efficiency Speed bh Am Letter 1DO% Load 100% Load m S 1 &12w' 1 2.1 20B 10.1 32.5 B 0.99 76.6 2'3450 S 18/2w' I 1 2.1 230 9.2 29.4 B 0.99 76.4 21'3450 S16r12 3 2.1 208 7.4 41.9 J 0.82 _ 73.8 _ 2r3450 S1612 3 2.1 I 230 6.6 36.2 J 0.82 73.6 2'3450 S1e/2 f' 3 2.1 460 3.3 19.1 J 0.82 75.3 2r3450 516/2 ! 3 2.1 575 2.6 15.3 J 0.82 75.3 2'3450 'Requires external start kit mounted in the control panel MATERIALS of CONSTRUCTION Motor Housing_ Cast Iron ASTM A48 Class 30 Cable Cap Cast Iron ASTM A48 Class 30 Volute Cast Iron ASTM A48 Cless 30 Oil Chamber _ Cast Iron ASTM A48 Class 30 External Hardware AISI 304 Stainless Slept V O-Rinas Butte-N Motor Shaft _ AISI 420 Stainless Steel Cutter Disc Assembly Chrome Molybdenum Cobalt Tool Steel 58-62 Rockweil'C' UPWBaarino Single row bell bearing. lower s Single row hall bearing. Upper Shaft Unit Buna N Lip Seal Lower Shaft Seal Silicon Carbide t Impsiler Cast Iron, Open Wits -vane DIMENSIONS, WEIGHT, AND MISC. Pump weight 77 Pump weight lb.(explosionproof) 78 Maximum submergence Ifeei 33 Disdurge sbts, standard 1'l. Inch Discharge thread thread Female NPT Maximum temp. of pumped fluid 401C CABLE SPECIFICATIONS MODEL POWER CABLE Quantity, Type LENGTH, Feet S1612W 1417 Type SOW -A _l 32 1 S16121) 1417 Type SOW -A _ 32 !'Owen t:ijMt' sunaote IOr all D1anCan7 YOITaQea Ileletl In -"AV - UK UR 1 A" srscbOr. SaaedMr. M MAiecl !o l,".go vAt-mt nod" 1. INSTALLATION OF ELECTRIC AND TELEPHONE SERVICES SHALL BE COORDINATED THROUGH THE AUTHORITY'S ENGINEER. 2. PUMP STATION MATERIALS (WET WELL, PUMPS, ELECTRICAL CONTROLS, ETC.) ARE TO BE REVIEWED AND APPROVED BY AUTHORITY'S ENGINEER. TWO COPIES OF SUBMITTALS ARE REQUIRED. 3. PUMP STATIONS SHALL BE INSTALLED PER SANITATION AUTHORITY'S STANDARD DETAILS (DRAWING NUMBERS 21, 25, 26, AND 27). 4. PUMP STATIONS SHALL HAVE THREE PHASED POWER TO SITE. 5. UNDERGROUND POWER SHALL BE PROVIDED WHEREVER POSSIBLE. 6. PUMPS SHALL BE 208 VOLT. 7. EACH SEWAGE PUMP SHALL HAVE AN HOUR METER WHICH SHALL RECORD ACCUMULATED RUNNING TIME IN HOURS. 8. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 9. MERCURY FLOAT SWITCHES SHALL BE USED. 10. THERE SHALL BE NO ELECTRICAL SPLICES OR BOXES INSIDE THE WET WELL. 11. SCH 80 PVC PIPING SHALL BE USED IN THE WET WELL AND VALVE VAULT. 12. GUIDE RAILS SHALL BE STAINLESS STEEL OF' FIBERGLASS. 13. GATE VALVES SHALL HAVE HAND WHEELS. 14. A THIRD (SPARE) PUMP SHALL BE PROVIDED. 15. TWO 0&M MANUALS SHALL BE DELIVERED TO THE AUTHORITY'S ENGINEER. AS S C057' ErFeC:T1Yr rlrUnrVf, m v m m - - V) O O U) Z Q V V V Of C) O V) = V) � Q • 1 OZ Q Z 0 Q W a. D Li.J J F- Q to Q W > WO D J Y U � v H W OaV)W/�/ 0 O 0--.�W0 0 W <�Z 3Z W O CL W U ■ Is IJ ■ a� ate � N O 04 r, to r, U ('0 (0 Lo ti ■aa>• "J N N 1 CV I 3 N cD co °� c W �, Q) L -- 0 0 a-+ - Q Q. C � � 0 In (n N O E O (D C a 0) - to -_ U O F� LL_ W Z a C7 N Z JW W V) OCD Z � ,�0 H O.P Dl 36 G. PIINiTER tp. o. 18260 I41 kI� i4SI ONAL SURVEY: NA NA DRAWN BY: JOB NO.: SEM 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 10/14 EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All erosion and sediment control measures shall be installed prior to any land disturbing activity. All work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the edge of pavement of Airport Road. 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion and sediment control devices shall be removed as approved by the local inspection authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched as necessary. Vegetative cover shall be applied to all denuded areas and shall conform to the following specification: Seedbed Preparation: A. Scarify the top 1"-2" of topsoil after final grades have been achieved. B. Add 3 tons per acre of pulverized agricultural lime (140 lb/1000 sf). Seed Type: Rate: Mixture: Reliant Hard Fescue 130 Ib/Ac. 65% Kentucky Bluegrass 40 Ib/Ac. 20% Perennial Rye grass 30 Ib/Ac. 15% See specifications from supplier for complete information. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The proposed development of this project consists of the construction of ten (10) one-story office buildings and parking facilities, site grading, water and sanitary sewer mains and service laterals, and related storm water management system. 2. Existing Conditions: The 4.8668 acre site is located on (Route 645) Airport Road. It is currently vacant, gently sloping open space. The site has road frontage along Airport Road (Route 645) which will provide access to the site. The existing parcel is gently sloping from the east towards the west beginning in both directions. 3. Adjacent Areas: The site is bounded on the north and west by the Residential development. The land to the south is currently developed the Airport Road roadway. The land to the west consists of proposed office buildings which gentle slopes into the site. 4. Soils: The soils map of Frederick County indicates the following soil types exist within this project area. On -site soils have been disturbed previously by the development of the existing residents and the surrounding developments. 3B: Blairton silt looms: (2%-7% slopes) Moderately deep, Class III Soils, K=0.32 41C: Weikert-Berks: (7%-15% slopes) Silt Loam, Class IVe Soils, K=0.28 41 D: Weikert-Berks: (15%-25% slopes) Silt Loam, Class Vie Soils, K=0.28 SOILS MAP 5. Critical Areas: The Residential land at the north-easterly portion of the site. This area conveys a large portion of the storm sewer from this development. Special precautions and care have been given to this area in the erosion control design and should be duplicated during the construction process. No silt shall be permitted to discharge onto this site or impact the conveyance of the storm water. 6. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any land disturbing activities. The work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries and the existing edge of pavement of Airport Road (Route 645). b. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within seven (7) days after the end of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property lines shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. e. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The proposed on -site storm water conveyance channels shall be installed to properly drain this site and direct the storm water to the storm sewer systesm downstream. These channels shall be maintained at all times. No silt deposition of clogging of these channels shall be permitted. g. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. 7. Construction Sequencing: a. Install temporary construction entrance, demolish existing buildings, and clear and grub site. b. Install silt fence, the diversion dikes, and silt trap, as shown on these plans. c. Strip the topsoil to its full depth, stockpile on -site for finish grading and perform the rough grading, as indicated. d. Construct the proposed retail building. e. Install the storm sewer systems and inlet and outlet protection systems, as noted. f. Install all service utilities. g. Perform finished grading. h. Install the pavement structures as noted on plans. i. Apply permanent seeding on all disturbed areas and the site landscaping. j. Remove all temporary erosion controls after site is fully stabilized. 8. Maintenance: The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure fails to properly clean the construction vehicles, then a wash rack must be installed as directed by the local program administrator. b. The rock check dams, inlet and outlet protection devices, and the silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good strand of grass is maintained. Areas shall be repaired, fertilized, and reseeded or resodded, as required. Erosion and Sediment Control Measures 3.02 A 25' W x 701 temporary stone construction entrance will be constructed along the proposed access road to the construction area. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of the topsoil stockpile. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 A silt fence or block and gravel drop inlet sediment filter will be installed around each of the proposed storm water drop inlets immediately after installation. The structure shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.08 Silt fence protection will be installed at the upstream end of the existing culvert. The silt fence shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged areas shall be repaired. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the barriers are no longer needed shall be dressed to conform with the existing grade and stabilized. 3.18 Outlet protection will be provided at the outlets of all permanent storm sewer pipes. The stone protection will be installed in accordance with the specifications and details on the plans. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to, a minimum depth of 6". Topsoil shall not be placed while in a frozen or wet condition. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is February through August 2005. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegross 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%') Tall fescue 60 Ib/ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegross 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 1. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized. 2. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off -site grading and construction shall be done with the property owner's consent. 3. Cut and fill slopes shall be graded at a maximum of 3 horizontal to 1 vertical unless otherwise approved by the engineer and the county. Road Ditch Construction Notes Rip rap lining of the road ditches is required to prevent erosion. At a minimum, the limits of the rock -lined ditches are shown on the plans. STRICT ADHERENCE TO THE FOLLOWING CONSTRUCTION SEQUENCE IS Construct the road and ditch section to the required subgrade in intervals not to exceed 200 linear feet. Install rip rap in the ditches as required before constructing the next section of road. Maintain a minimum of 250 tons of rip rap on the site to install in the ditches. Ditches are not to remain unlined for a period > 24 hours. W I Imo- ENDWALL, FIELD MITRE, OR END SECTION II I \ FLOW SLOPE=O.00% D STONE OUTLET PROTECTION SITi T FENCE PRO7Y 2 X 4' MOOD FRAW 1.5' MAX. II II .I II STAKE DRDY INLET MA 7 MIN, � y 'GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION T141S METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FIAT AREA (SLOPE NO GREATER THAN 5%) WHERE TIME INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING I C.F S.) ARE TYPICAL_ THE METHOD SHALL NOT APPLY TO INLETS REC'EIV?NG CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER NOTES: ROAY EXISTING PAVED _ III = 4' i I- 1. THE ENTRANCE SHALL BE MAINTAINED IN A DWA� -) I I=III-I I III -I 1 Ed I I -I CONDITION THAT WILL PREVENT TRACKING OR -I I I_ FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - FILTER 'FABRIC OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR SECTION A - A USED T 0 AND/OR SEDIMENT. T OF ANY MEASURES 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. SPILLWAY 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE SEDIMENT BARRIER ON AN AREA STABILIZED WITH CRUSHED STONE (STRAW BALE TYPE SHOWN) THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. SUPPLY WATER TO WASH 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. WHEELS IF NECESSARY. a 0 Q O 0_ 0 w aA af O ry 0 Z H fn X LLI NOTE: I USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN A* AS REQUIRED. ti� l7.OlI �' ilrloR ORIGINAL GROUND ELEV DIVERSION RIDGE PLAN DIRECTION OF FLOW 67 CU. YD. /1 ACRE DIRECTION OF FLOW AREA 2 DIRECTION OF FLOW II Is TEMPowurr GRAVEL CONSTRUCTION ENTRANCE/EXIT L �ORIGINAL GROUND 67 CU. YD. /1 ACRE I L FILTER CLOTH ELEVATION (EXCAVATED) � COARSE AGGREGATE** CLASS TRIP -RAP AREA 1 **COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL LENGTH (IN FT.)- 6 X DRAINAGEAREA (IN AC.)) CLASS I RIP -RAP DIVERSION Min. DIKE _--.-._•--_-..._._---_ arc% ' ^'--,......... EXCAVATED AREA COARSE AGGREGATE OUTLET (PERSPECTIVE VIEW) FILTER CLOTH SILT FENCE CULVERT INLET PROTECTION 0 Jo LTOE OF FILL o SILT FENCE o 0 * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION" 1.0' 1.5' ni FLOW 2.5' * * VDOT #3, #357 OR #5 COARSE AGGREGATE \-CLASS 1 RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT STEEL OR WOOD POST FLO! /�- OV -III-I I I -I ( 10 FT MAX. SPACING WITH III=,III III- III -III -I �- IRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL OR WIRE & FILTER FABRIC POST / ATTACH SECURELY 36 36 HIGH MAX f TO UPSTREAM SIDE OF POST. RUNOFF g q� RUNOFF ~- (RECOMMENDED) �.,. STORAGE HT.I` - .: T =-I I IE I 1E1 I 1 12" MIN. I I I I-) 11- I 12" MIN.1 II- T-I"TRENCH I -1 1 I I- WITH COMPACTED l 11 _ll GRAVEL II III- BACKFILL II III- III-� STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 SILT TRAP NO. DRAINAGE AREA WET STORAGE d1 DRY STORAGE d2 OUTLET h NOTES (ACRES) AREA 1 (S.F.) (ft.) AREA 2 (S.F.) (ft.) LENGTH(ft.) (ft.) SILT TRAP 1 1.75 AC. 2110 SQ. FT. 2110 SQ 1'5� 1582 SQ. FT. 1582 SQ 2' 10.5' 2.5' USE PROPOSED SWM POND SILT TRAP 2 3.00 AC. 3618 SQ. FT. (45'x82') 1'5, 2714 SQ. FT. (45'x62') 2 18' 2.5' TEMPORARY SILT TRAP In Z O >N W Of w J 11 w N Q Q a LIU D J Y W0 U 0 M ... W E O Q Lu W LLJ LL- a X Of O W W 0 a�3Z Z Q in O U ■ 6 J ■� p r" o U '' N N N I N I N 3 W q- � a 1 N N 0 U w 0 n E 0 W(0 C ° 0 -_ 0 3 ~ w w Q a t,TH O � � PMrTER a 18260 v4� 4 . �sSIONAL SURVEY: C.I.: P-L, PLC 2' DRAWN BY: JOB NO.: P-L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 1 1 /14 Virginia Department of Transportation Staunton District Rev. May 1, 2004 VDOT General Notes V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, Standards and Permit Special Provisions, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications, permit special provisions or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various county agencies, utillity companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. ctified. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right of way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. The use of steel plates in the roadway will not be allowed from November 1 to April 1. V12. All open cuts are to be either temporarily (cold mix) or permanently patched within 24 hours. V13. In accordance with road and bridge specifications, VDOT requires on indivindual certified by the Department of Conservation and Recreation, holding a land disturbers certification to be responsible and in charge for land disturbing activity, on the work site at all times. 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 VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during 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 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. PER PLANS 6" CONC. SLAB (MIN.) 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) DUMPSTER CONCRETE SLAB DETAIL NOT TO SCALE �AS SHOWN ON PLANS 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE W Z g X LLJ i n Q ry ry n EXP. JNT. MATERIAL 6' I Slope: 1 /4":1-.0" �I e e o° 0°0°0°0°0°0°0°0°0°0°0° v e o 0 0 0 0 0 0 0 0 0 0 0 0 CG-6 or CG-6R (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC CONCRETE SIDEWALK DETAIL N.T.S. 2 1 /2" SM-2A 10" 21 -P COMPACTED SUBGRADE CG-6 COMBINATION 6" CURB & GUTTER (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 2 SM-2A 6" 21-A COMPACTED SUBGRADE - TYPICAL AISLE PAVEMENT DETAIL TYPICAL PARKING STALL PAVEMENT DETAIL NOT TO SCALE NOT TO SCALE 4" EXTEND RAIL TO MEET ADA REQUIREMENTS 1-1/2" DIA. STANDARD TUBE STEEL RAILING SET IN 81 x 3" DIA. STEEL SLEEVES -GROUT FULL OWNER TO SELECT PAINT COLOR LOCATE RAIL AS SHOWN ON SITE PLAN 000 PSI CONCRETE 6 X 6-1.4 WWF(1.5" MIN CLEAR) #4 NOSING BAR(TYP) . = / NUMBER OF RISERS AND TREADS VARIES AT DIFFERENT ENTRANCES AROUND THE PR. BUILDING. SEE SITE PLAN FOR ADDITIONAL INFORMATION. EXTERIOR STAIR DETAIL NOT TO SCALE THIS CURB SHALL BE USED WHEN DESIGN 2,5 SPEED IS GREATER THAN 40 MPH 0 f RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. NOTE: COMB. CURB AND GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB AND GUTTER. a• THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 7" 2'-0" PSI-4000 IF PRECAST. THIS AREA MAY BE CONCRETE WHEN IN COMBINATION MOUNTABLE CURB AND AT THE OPTION OF THE CONTRACTOR GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS THE BOTTOM OF THE CURB AND GUTTER MAY BE TO HAVE THE MOUNTABLE CURB CONFIGURATION CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- INCORPORATED. SURFACE COURSES PROVIDED A MINIMUM DEPTH WHEN THIS STANDARD IS TO BE TIED INTO EXISTING OF 7" IS MAINTAINED. BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE CG-7 AT REGULAR OPENINGS. COMBINATION 4" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) EX. LANE (12'+/-) XISTING PAVEMENT STRUCTURE 2" SM-2A SURFACE COURSE 3" BM-25 BASE COURSE 8" 21-B SUBBASE COURSE 14' CROSS SLOPE - CG-6 VARIABLE 3:1 SLOPE Max.) I. °IIo.0o.oIoIwIjO,-,,0IZIoIoII°III°IoI °°IIaI�IO� a0000-d0oo0�0oO� o000 O00o0 000a1ooOa00 0 ooa°oop000pao0o0o°o0 Oa00 a 0paofto-o0000000o0O000 0O��0.0O0OpOa b000OD0OOa0 0�0Oa000 I- t III III III I_iI .I _It II I III f� COMPACTED SUBGRADE 12" TURNING LANE TYPICAL SECTION AT ENTRANCE NOT TO SCALE N= USE THIS SECTION OR MATCH EX. PAVEMENT SECITON WHICHEVER IS GREATER. 4• <I SET OR TO I 2"R CG-11 3 AISPR. LE APPROACH w BE THE SAME AS 051 MAINLINE ROADWAY. (RADIUS TO �. -I �< BE AS SHOWN ON PLANS) . , .:. ; •.,:, : :. • • . •r; .. y (RADIUS TO BE AS `g CLASS A3 • .:- OWN ON PLANS)_ (H.E.S. _ W �UJ CONCR�TE ,� -- e 8 SECTION C-C RADIAL CgABM1Ali ®CONSTRUCT GRADE CHANGES MATH A \ CURB r!< GUTTER PARABOLIC CURVE. 4' I (ST'D. CG-6) ® WHEN THE ENTRANCE RADII CANNOT SIDEWALK - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE • XPANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS ` OPTIONAL WITHIN THE LIMITS OF THE RADII SHOULD BE XPANSION JOINT A ! FLOW LINE INCREASED TO 7". "8-= WHEN STADARD CG-11 IS USED FOR NOTE: WIDTH 2'-0- j ENTRANCES BUILT IN CONJUNCTION WITH OR AS SHOWN ON TYPICAL SECTION. PLAN VIEW VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: 10' B% MAX. EDGE OF SHOULDER OR ARABOLI SLOPE CHANGE D OPTIONAL FLOW LINE --"- ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PVMT. CURVE ____ ® D WHICH CAN BE OMITTED IN THE ENTRANCE.) _- ----- S COMBINATION OTJABE MAINLINE ROADWAY ANYYIAL GUTTER SHALLOR CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR 8X MAX. M --�-- �_ REPLACEMENT PURPOSES. 5 SLOPE CHANGE D MIN. 40' MIN. FOR STREET CONNECTION WHEN USED IN CONJUNC110N WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS 20' DESIRABLE FOR STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. COMMERCIAL ENTRANCE SEE STANDARD CG-12 FOR CURB RAMP DESIGN SECTION A -A TO BE USED WITH THIS STANDARD. GUIDEUNES FOR GRADE CHANGE D ,PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACROSS THE ENTRANCE. HIGH (MORE THAN 1500 VPD) OX 3% MEDIUM (500-1500 VP D)) <3% 6% OPTIONAL FLOW LINE MAY REQUIRE WARPING OF LOW (LESS THAN 500 VpD) <6% 8% A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TOAL VAN ACCESSIBLE SIGN-\ --12" x 18" STD. RESERVED RESERVED PARKING PARKING -STD. U-CHANNEL W1 IN POST VAN ACCESSIBLE Tr V00-e410 n s 00-mo 10 -AWAY MW row-AWwY mW ACCESSIBLE SIGN PROP. FINISH GRADE SIGN HANDICAP SIGN DETAIL NOT TO SCALE A Cr RI�fSSIRE CONsT. A -iJ tEO Deus TANGENT PLAN TRUNCCATEEDME DET D DO 2%_ C-C TRUNCATED Oo1w: 0 - o 0 0 0 o e o e.e e o 0000000000aa0 ooOooao0000o0.0 1>K"CC 00a0 O 000000000 0 0 0 0 0 0 0 a 0 0 0 0 0 0 �+ 0 0 0 0 0 0 0 0 000 00 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 a 0 a o 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 YAPlA.LC DETECTPA�WARMMIG END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45• ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE sVa.CO.2 r•o- s•-a• wt 00 -N it e 4 • 20 !, • r w.loc sre_ ea -a CC a USED. w-dM SECTION A -A os OOMIELTR r LONG AT 11- C C M[111MmM �COMIMMTON SLOP[ T3't JOINT IIAI iM SECTION 0-8 � u 4 rT r AT 2• HIOFER THAN I WALK \ AT XX of PUK AS TYPICAL PLACE#ENT TOr OF CNIO AT INTERSECT ION TYPE C (PARALLEL & PERPENDICULAR) WITH BUFFER ST W APPLICATION THIS C01wM 1 OARALI.EL i PlRR41m"s Kan rm ALIEUrNIRIS CAM K USTO WM XWDW l6 sU M sm.� 801T&A ano %Ann sKs sm Wx "- WL OUN70TONS. Wit 000 /MI RUT TO THE $#RUT CM K F' WI C1E0 NY A LROSCOW SETSAM OR COMECTEO TOM s#*ALW 0111TN /AA WAV 4 SWACE. IOVMSLWXE� THEAIU WON" OF FULL ITN Of MAR FLLOOM BY t fpQT M TLDNGHM THE OWC1�ION OF TRAVEL. 4TNEM 7= � wTE11W 1 M THE TIkMiCATED OOZE OETECIMILE WAN" YQAY K LISM TRIM TEE APPWWAL M IIIE►T��TTT-[W KLAACE CJST 0 TV M if OF IM . 14 It AKE RAMP" 0 T2ECT10" SMALL K A CONT11"W" COLOR NMM TIE MAMW 9WA X$ (Ap�"ff KWIM NCLLOES FLAWD SOE51. ] i PT1� RN! IMAf i !�M[FO NOWL{TMCALLY 1N1N AMP FLOM DR .Y USING P£M1RSS.l. F 4. GMI CKT�'NA1M'L�ACEOC T�/���EI��ACd .r�I � M =1 MBA J LF� IL�PR✓:C�AO: COMCIIE IT FAr qE5 A-4. O TO FLOOR,1SOl�O PTA VLS FLflft 3RX 1ML1tl OONCP[t CDYERCJ /TNYER 40NG OOli1 SIDES OF THE RAMP L d OTICI C2 *AM SLOPE TIfA11NT1OlIS AWACFMT 10 OM RAMPS AK NCLWW SI P'AVWNT Fdl CMOt AND CUTTER a. R►RT1 YREO IN1�N TMRN VEANSRIR M ] (MT 7 C= ►AC[ OM INS 11AMOARM 6TO K POASTE© T MATCH THE YO%JnAKE CM AND L 0" 4006 AK 10 S[ 10M70 K 11111011111% Of THE FLM r As OMECTm rr TTE DM M M TKY DETAIL s' a= tN[ K PL dF T00 =&4n RTML memo ITIOYAm THm THE CM Omm Ni +LADED U. i CONCKI[ mERALIt Ts r Tp.Oc TNIEII TT1E [MTRTATCE RASMCAN1gT ACOOMMOONTE WE TWAITG T 10 3". Mrs OF AMT1dPATD) MEMYY /1UM TRArT1c 7W COMMIT SKVALK OEPTN 94MU K *IflIEAR[D CG-12 DETECTABLE WARNING SURFACESKWOM RCY.]/Di TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 05 iD3.07 VRrANA OEPMTTKNT OF TR4f9MTATM 502 Li.l J ^V Z (Yc��Qr Q W > WOQU D J • Y E W W OW O C� 0- X O W W 0 ;ZX Z Z O U U J a .. a o 04 ram, �, E O SQ C14I O N N N W 0 v co W- L o - 00 V d � .� O N N N O rn O O L O W � C O) U p H LL0 E Zw Q a c� co z w J W � In Ow U 'fH OF -II t O PA�IGR U� 18260 �ssjONAL SURVEY: C.I.: P-L, PLC N/A DRAWN BY: JOB NO.: P-L, PLC 0404035 SCALE: DATE: N/A 06/14/05 SHEET: 12/14 GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of PainterLewis, P.L.C. and established at a two (2') foot contour interval. 9. No Geo-technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. All borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a certified Geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo-technical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated, as directed by the County of Frederick, Virginia fire marshal. 2. All buildings and additions shall comply with the virginia unifrom statewide building code (V.U.S.B.C.) and section 304, use group (B) business of the B.O.C.A national building code, 1996 edition (Note: IBC 2000 can be utilized through modification). 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the buildings shall comply with C.A.B.O. A117.1-92. 4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section 707 of the B.O.C.A. national building code. 5. Chapter 17 of the B.O.C.A national building code, 1996 edition requires that the structural plans and any special inspection (soil testing, concrete, steel, etc.) shall be perfoermed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval. 6. A permit shall be required for any business signs and/of pole lights in the parking area of this site. 7. Burning shall not be allowed due to the site's proximity to the winchester regional airports flight pattern and runway. 8. During construction of this project all cranes shall have an aviation obstruction flag (4'x4', white and orange 1'x1' checkard pattern) and/or aviation red obstrution light visible during operations and must be lowered at night unless lit. 9. Intended hours and dates of operation shall be coordinated with the winchester regional airport operations supervisor no less than twenty four hours prior to start. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans. FREDER" COUNTY SANITATION AUTHORITY CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from the date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 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 though 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 (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have backflow prevention assembly (detector double check valve of 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 Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If 18" of separation cannot be maintained, then concrete encasements and cradles shalt be installed as indicated on the plans or as directed by, the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes as indicated on the plans. 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in -place flow lines (IS-1 Typ.) shall be installed in all structures to facilitate flow through the system. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia Fire Department. 2. The office buildings shall comply with the Virginia Uniform Statewide Building Code and section 304, Use Group B, of the International Building Code, 2000 Edition. Another code that will be applicable is ICC/ANSI A117-98 Accessible and Usable Buildings and Facilities. 3. Table 602, Fire -Resistance of Exterior Walls of the International Building Code, 2000 Edition, shall be used to determine the appropriate fire separation distances. 4. Handi-capped accessibility shall be provided to all structures. All ramps shall a maximum slope of 1":12" with a landing at the top and bottom. All walks shall have a maximum slope of 1 ": 20". Parking spaces and unloading areas shall have a maximum slope of 1" 48". finished grade skid ped1�(A'.' roadway box 2' CTS polyethylene tubing (PET) 200 psi w/ SS inserts at all 1' MIP x 1' PS connections SPECIAL REDUCER (C84-44 FORDI\ 2' CURB STOP & BOX F. ..... ..................^...... . 1 % Opposite Side 2° MIP x V FIP 2' PJ x 2' FIP BRASS FITTING (C14-77 FORD) 12 gauge insulated (C18-47 FORD) copper wire for line tracing, taped at 10 foot intervals SPECIAL WATER METER SERVICE DETAIL 2'SERVICE - LINE METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8" x 3/4" or 3/4" 18 in. Dia. Non -Traffic 74M32CRG Traffic A32HH-T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (rop Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) meter box and cover -5ft- 18°-21" finished grade 3" stone surrounding box 8"-10' : V CTS polyethylene tubing (PET) 200 psi with SS insert at all connections \ saddle with -' corp stop ................................... stone- Opposite Side . 12 gauge insulated copper wire for line tracing, taped d at 10 foot intervals treated 2"x 4" with top 6" painted blue finished meter by \ A. 36" :ii• \ 38 .45°::.. 12" , _8" min. %�rriin. - ............... ............ 6' Same Side 1" coupling PJ X FIP C14-44 with SS insert and MIP plastic plug COPPERSETTER meter size Opposite Side Same Side 5/8" x 3/4" VBHC72-18WD-44-44-B4 VBHC82-10WD-44-44-134 3/4" VBHC72-1BWD-44-44-B4 VBHG82-18WD-44-44-134 1" VBHC74-15WD-44-44-B4 - N/A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the sheet, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from oorp. stop to into the meter box [wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 8" 24' select backfill 6" 1/2 O.D. 6" CONCRETE CRADLE STANDARD concret 24' select backfill 6„ All backfill to be compacted to 95% of ASTM D696 maximum density. 6" CONCRETE ARCH 1 24' select backfill s" CONCRETE ENCASEMENT TRENCH 3 BEDDING -1- 24" select backfill 6' 1/2 O.D. 6' 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 shall be restrained per a tee's 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 1b 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 20 20 TEE, CROSS, WYE '-- L -y{ 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 RESMM ED 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 20 20 20 20 20 20 20 20 HORIZONTAL SEND RESTRAINED JOINTS -3- concrete pad• V-6" dia. x 6" deep 4" stone-r screw type adjustable valve box location marker stone joint restraints .... ..................... ya•. .. .............. ................. .� .a". stone 18' to 24" --.� finiMNd grade 48" min. valve restrained r-- to main 81x 8'x 16" solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- 20F3 SEP 05 SEP 05 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. I��000�000 REDUCER 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' B' 8' to' 12' 60 60 W 100 40 40 60 1 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- finished DOWN BEND DEPTH 4 FT. MIN. DOWN BEND RESTRAINED LENGTH SEP 05 UP BEND DEPTH Vertical offsets contain down and up bends. I 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, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 Fr. 4 FT. MIN. 5-12 FT. MOM MMEE OF BM W (DOI11N) W (UP) SIZE,/11'PE M-ME OF BENDS W (WO) Lu (UP) 6- PVC117P 4 22.5 A 11.25 20 20 to' PYC 22.5 A 11.25 20 20 6' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PW 22.5 A 11-5 20 20 12- PKIW 45 40 20 8' DIP 45, 22.5 t 11.25 20 20 12' PW 22.5 A 11.25 20 20 to- PVC 45 40 1 20 12- DIP 22.5 A 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 6" dia. schedule 40 steel pipe filled with concrete and painted yellow finished grade 18" dia. concrete encasement as required finished grade 2" min. - 6" max. stone to be minimum of 6" above top of base stone 1 30F3 BOLLARD DETAIL pad V-6" dia. x 6" deep 4" stone screw type adjustable valve box locator marker Lo Z W Z a_ O O D- U LLJ � Wff� QI Q J W QZWO Z w W 0 Z J O � Q Q 5 � W � WOO Q Z U w 3 J I- ^V Z_ V W � i /� (L w t,+W O Q U C) W W W 0 C WO WOW Q Z� �3Z 'D Q o O a- a_ U ■ 6 tIJ ■ aN - N o r- �, � E O CnTO (D In u, � fn N N N ov c (° (° 1 W 3 °' � L o ,� o . v v J V" In 12 1 � :3 _N N O U O to In CD O s '� O W = � C a�- N U p F- L? E Z w R a OA 7j U M R � 18260 o��ssIONAL �0ti SURVEY: C.I.: P-L, PLC N/A DRAWN BY: JOB NO.: P-L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 13/14 EXPANSION JOINT FOR DETAILS OF INLET EXPANSION JOINT KEYED BARS D •�_ FRAME & COVER SEE CONSm >- 3'-10---- STANDARD IC-2. BACK OF SIDEWALK JOINT ! G m BA s c 1I ."- GUTT 2O.00' °�--- - 4'BBAARS F • IRS B I o o w BAR - GUTTER 13.6 6' GATE HINGE - --- I w YI- ■ REFER TO GATE HINGE DETAIL i -T KO<Z z N ,! -Z- ' SUBBASE 5.79' 6.67' 6.67' { I 8 R " o I O�w 5+ IRS F HARDWARE a tO • . ;.� `' L� T<wQw �% CLOTH r WEEP HOLE , C3 X 4.1 GATE FRAME- PROVIDE SEE NOTE 8 3.58 4.83 3.58 zt o �� AR F BAR A FACE OF CUR ( - STEPS SEE 6 DIA. STEEL TRIANGLE OF 1 /4 X8 X8 WELD z I Sri; "AR D --NOTE 5 �� , 8" DON" Li GUTTER ��, I (-2'_8"� PIPE FILLED W/ 2"X4" TREATED WOOD BLOCKING AT CORNERS o RACK JOINT CONTROL CRACK JOINT CONTROL - 3'-0--y 4'-0'-- CONC. (PNTD.) BOLTED TO CHANNEL W/ 3/8" 0 2 -°" I CADMIUM PLATED BOLTS AT 1 -0 O.C. 5 8 THREADED ROD- WELDED 6' MIN. 6' MIN. I SECTION A -A 4'-0" HT. WITH / n TO STEEL GUSSET PLATES v w 10' MAX. PLAN ,' -- - 10' MAx. 18" Sb CONIC. Z o x - 2'-10- BARS A FOOTING - 3' 18 GA. STEEL DECK A B DEEP W( WELDED 1' TURNBUCKLES- 2*o: Q s HOOPS 2 TOTAL -L-VARIABLE - MAX. 20 ---- 8'i- 3'-0 a 2" 2.00' PIPES) PNTD. PER -- N- KEYED . WARPED GUTTER OWNER SPEC. ---____- JOINT j '. < -- BARS G I- - - _- APPROACH GUTTER fi ° AIRS E BARS F BARS E B - 8 AIRS B I 3"o BARS F 1'_e" "� FENCE (SEE _� o Q HOLEWEEP FRONT ELEVATION WEEP `3'-0-' DETAIL THIS SHEET. p. oo o (GUTTER REMOVED) SECTION B-B �8 L2.5"x2.5"x.25" PLACE 4"x4" POST Qw A 1.25 , GALVANIZED FLUSH BEHIND cl ° ( o 5x1/4" BENT ` 2.+. BACK OF CURB. n PLATE p " z. 1/4•RS• 5"x 4" STUD SHEAR 6" CONC. SLAB T CONNECTOR WELDED ° TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. - �`' TO ANGLE IRON AT " " ° n L6 TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. 1 TYPE A TYPE B 2' C-C. W/ 6 X 6 X 10/ 10 x, d J GALVANIZED PLATE FOR TYPE A TO BE BENT QN AN ANGLE OF 68.30' WELDED WIRE ar J CONNECTORS BEND PLATE AT ANCHORED WITH 1/2 x4 STUD SHEAR NOSE DETAILS 2--_._.1--_..- MESH Q 1 APPR. PAVEMENT � n _ WARPED PAVEMENT DUMPSTERS BY p a ° d �� DI-3A DI-38 DI-3c I STANLEY #1010 STEEL 18 Q 0 0 OTHERS - CANE BOLT -ONE PER GATE W - - ><s K­4 0:66� . CASTER -ONE PER GATE O -- FL°_-L°w tee, (2) 6'-8" GATES FOR USE IN SAGS DETAIL WHEN USED TO MATCH FENCE r - WFOR USE ON GRADES BOTH SIDES TO BE ° 4 ° p E LEVATI 0 N TRASH ENCLOSURE -SYMMETRICAL ADJACENT TO CURB SEE FENCE DETAIL 9WITHOUT GUTTER THIS SHEET `� N.T.S. NSPECIFICATION °REFERENCE »•' n. " n 302 STANDARD CURB DROP INLET 12 -30 PIPE: MAX. DEPTH (H)=8 104 09 ° Z NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A38,3C BORE HOLES IN o O CONCRETE TO°o VACCEPT CANE � � �A,BOLTS FOR BOTH a.p eCANE BOLTS ATTACHED S OPEN AND CLOSED TO FENCE` a D NOTE 1 b POSITIONS �' '� q ° °. a " a °q a O d WITH MORTAR a Y d SHAPE To BE eEVELED FLOW <, U p CONIC. APRON' d 4 GREASE FITTING H D ° a p. DO NOT BEVEL INVERT B �^ ° d a' a a ° a ' , 4° . a.. ° a p STEEL SLEEVE WITH � Z p p a WELDED TOP CAP �,. V _L (PAINTED) (n L c 6" 0 STEEL PIPE W/ < ui ob 1. •H' MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL S. BEVEL 15 REQUIRED ON THE HEADWALL AT INLET END OF THE I CAP) FILLED WITH WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL CULVERi�(wHERE THE FLOW ENTERS THE CULVERT PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. HEADWALL AT THE ourLEr END of THE CULVERT MAY BE EITHER SQUARE CONCRETE W O � V 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE (PAINTED) C.) 3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 8. ON SHALLOW FILLS WHERE ENDWAL S ARE 1' OR LESS BELOW SHOULDER �I N I.L 101.02. Uw"Eo E THE ROAD. T14E ENDWALL SHALL BE CONSTUCrED PARALLEL TO THE TRASH ENCLOSURE � W W 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS STEEL SLEEVE SLIPPED LA- � 0 (0- TO 45'). 9. 3/4- CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. „ O � . l 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT N.T.S.OVER 6 0 STEEL PIPE Q Yd OR wlNcwALLs occAR. FILLED W/ CONCRETE o o m EW-1 Ew-1A 0 D 18" (PAINTED) aloM FAR PIPE ENDOM.L FOR EUPTK'�X PrE i C3 X 4.1 GATE FRAME 0- 1-- W 0 DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE) I I O W 12" 15` 18" 21" OR 24• 27. OR 30" 33" OR 36" 23' x 14" 30' x 16' 34' x 22• 36" X W 42• X 27' 48• x 29• 46' X 3rY 53• X 34• FINAL BACKFILL I I Z A 0'-6" 0'-8" 0'-9" 0'-11' 1'-0" 1'-0" A 0'-8' 0'-9' O'-10' O'-11' V-11" 1'-o- 1'-0" V-0" NJ B 0'-11" 1'-1" V-3- V-6- V-9- 2'-0' B V-2- V-5" 1'-6"1'-8"1'-9' V-10" V-11" V-11" C 1'-4" 1'-7" 1'-9` 2'-2' 2'-6" 2'-9" C 1'-8' 1'-11' 2'-1" 2'-4' 2'-5" 2'-7' 2'-8' 2'-9" V J 0 D V-0" 1' 3" V-6" 2'-0' 2'-6" 3'-0" D 1' 2" V-7" V-10" 2'-0' 2'-3- 2'-5" 2'-8- 2'-10' - O ! 1 F � V 0'-6" 0'-8" 0'-8" 0'-9` 0'-9" 0'-9' F 0'-8" 0'-8" 0'-9" 0'-9" 0'-9" 0'-9` 0'-9- 0'-9" _ H 2'-3" 2'-11" 3'-2" 3'-9- 4'-3- 4'-9` H V-10" 3'-3' N-7' S-9' 4'-0' 4'-2" 4'-5" 4'-7" CAREFULLY COMPACTED GATE HINGE DETAIL SELECT BACKFILL OR 2 x 0. D. L 4'-0" 5'-0" 6'-0' 8'-0" 10'-0' 12'-0" L 5'-5" 7'-2" 8'-6" 9'-2" 10'-2" 10'-11" 12'-1" 12'-11" I - a 0'-bf4 0'-1v4' 0'-2` 0'-2+a" 0'-3v+" 0'-3Ar4" S V-11" 2'-6" 2'-10" 3'-2" 3'-6" 3'-9- 4'-1' 4'-5- CRUSHED AGGREGATE - b 0'-1" 0'-1hn" O'-1'f! 0'-2- 0'-2+ea" 0'-3" a 0'-2sA' 0'-3+r" 0'-3+A•" 0'-4" 0'-4+R' 0'-4w." o'-5` 0'-5,,** ( N.T.S. CUBIC YARDS OF CONCRETE b 0'-2" 0'-2+n" 0'-2y=" 0'-3' 0'-3+a' O'-3aa' 0'-4- 0'-4+n' ■ CONC. PI 0.241 0.492 0.697 1.319 2.os7 2.947 CUBIC YARDS OF CONCRETE CRUSHED AGGREGATE 8" ■ C.M. PIPE 0.257 0.521 0.739 1.398 2.198 3.145 CONC. PIPE 0.502 0.855 1.236 1.500 1.811 2.101 2,512 2.001 - SPECIFICATION r 07 M 0 REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS �, �, I o 105 12"-36" CIRCULAR AND 23"x14"-53"x34" ELLIPTICAL PIPES o D C �, N I 302 �� �� � NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 o Lo TYPICAL PIPE BEDDING DETAIL ALL PROPOSED LIGHTS SHALL BE � " NOTE: 3 NOT TO SCALE HOODED AND BE AMBER IN COLOR IJ V) > Lo AS A SAFETY MEASURE TO SHIELD °°' BRIGHT LIGHTS FROM APPROACHING �; o 5) o stllwE ro ILeraIDII �S !>ETALS or gurnm me AND DEPARTING AIRCRAFT AT NEARBY � s � E ° EAltoOF of `4" aR No. u'ERBLI- T STM am LIM ae' �"� "0 TO °E "SD �+ ,+ „ " WINCHESTER REGIONAL AIRPORT. LLI � v m v - LoS./FT.,(ASTU A69%MA)E 00. �" BOP T LOCATED " 1PL.AL:EIfWT-- END -SECTION 12 -60 PIPE ALTERNATE END -SECTION 12 -60 PIPE t0 II[DIIIN OR OTHER AUB!A3 MOT A NOFWIur susJEcr To TRAFFIC 10TES HUB END ON OULET END -SECTIONS HUB END ON OULET END -SECTIONS 3/4"x16" THREADED ANCHOR BOLT (TYP) W i 2. GRATE B 6S TO ■E � 1. W7 No WTTDI4. SPIGOT END ON INLET END -SECTION SPIGOT END ON INLET END -SECTION COORDINATE SPACING AND NO. Z I i� - doTr�ink��1BECT TO a TiIN ONE BOTH c A ` REQ'D PER STND MANU. JQMt19 ` _... _ __4. Lr xr7Cii 3.GRATDCT nl CNMG ARE .eTD44 vRIL Evt N X X 2 40 00MC ETE COVER I x x PROPOSED GRADE Q , SEE J CONCRETE TO BE T Ian OF OAwEL.S A 2"xX84CH MAY 4000 PS MINIMUM TO oUID T�Lr/m'<2/zlvA" 4. TxlNoflETC GRATE r TLE �J CONCRETE MINIMUM 12" MIN. e XTAL A ARC TO lWO� ABA SEE 57MIDAIM T-DI-3.4 A.TERNAtE OESICK 91 W.E UNIT. Oullm GRATE sons DaIEMeIOMs OF Q�tATE TO 3. VARIABLE 2IOR FLATTER PLAN ---__ 01ROM PLANS] �Y2 REOO.> RE 31-4" K Z',s" cGNAT£ N 4 A "TED TO T _ I i nv OWrEV loN. sEe LONaT` NAL PLAN _ 8. /,./ ` t PLM! V� OR 3'-4,. x 2'" t" iGRATE 0). (� WE OCTAE ,� OF PIPE 22' I -III III -III-III_ e : _ � 5. % TEAC FANDLEODB L E s. F DEPTH 0) ■ECi0V0 jSS TWN 4", LENGTH I e y A I Z Lj H W i ENGIEER. OF TIHE ARE TO BE EXTitOEO AS 06lECTEO cO -I W SU)PE TO 0 WI ro IWOR • SECTION A -A _ OR V) Z 3 ' BY THE EN06>�.Tt. � � ofourtETrirE SECTION B- 6AYA+rD.cotNAR AnEE ro ■E ! FAslac a. a ° ( z S►ACNG CHART 8. CURT THATARENOT � TED BY OTHFR � � ° O W ORATE A;T►E PAVED 01T[3I 3FCTIONS OF THE DI-7A 6 L� _ z 7. CDIId1ETF COVER MAY Q METFIOD OF TREATMENT IN DROP INLETS APPII01N6ATE QUMFTf►IFS (RATE M DIMENSION PRECAST OR CAST M I°LATX ORUIKAL�E• ( ) I �+ I U NEWORCINIC TYPE A 8 6. COMCREtE TO BE CLASS A3 F :AST 7. IT NOINML I IS TTTO FLAT TO ALLOW 36" MIN. STM IN PLACE. 4000 PS F PRECAST. FOR 0 t6 ET A SPECYI 0.4 a r. �« G TAIL WILL REOUFEO ON PLANS. 24" DIA ` B, To eE PARALLEL ro SECTION X-X END VIEW SECTION X-X END VIEW DIT01 Ft OW. TRANSITM WrAIEEN PIPE MMIErEIIs ..• WHEN DIFFERflrt SIZES OF PIPES ARE ��xTH Op ��D A s c o e A s c 4-#4 REBAR-3" MIN. CLEAR 1•. D« , f FJ� _ f _ _ = CON CRETE(3000 PSI) SLOPE ro DRAOF �-�„� �''O ._Ia - /••Z•,,. �'CTi 6�q..Er� � / d � _ f _ 4 f NOTES: ro INVOTt aF I I "`-+. SHAPING OR MANHOLE AND INLET INVERTS IN ACCORDANCE WITH OUn.Et PIPE ` = D I f - THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIES ON " Y l0 -f -f f 1 + f _ _ _ _ I 8" 1826� PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF SECTION MA SEE NOTE t r =SEE NOTE + I +SEE NOTE 3 -� t - f - -f f - - ST1tUCTURE. /� �E NOTE - - - - - MANHOLE OF DROP INLET IS TO BE FORMED AND CONSTRUCTED IN 9011+ SLOPES SLAT ONE STUA SLOPE _ _ 5 REBAR ®8" CC EACH WAY ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. // %/ �/ _ _ THE INVERT SHAPING AS DETNLED HEREON IS TO CONSIST OF A / �/ +N"� OWE M►IE7NIEDATE SLOPE PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR/� E►iFr 4' BY 4' CONIC. BASE CLASS Ct. EXCEPT THAT 25% OF COARSE AGGREGATE MAY BE UP j / ' ;`ter! Din �"�� F s' �' f "LITHONIA BV2 250M R3 208 RPB12 SF DDB" OR EQUIVALENT o��`S'SO� TO 4 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK. I J l i - a ADJUST ONTO i0 PIIDVUED IONAL BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE / " - C_y - �� AUA1fiTEC TO MtE' tT® By THE SINGLE OR DOUBLE STND. AS REQUIRED IN.ET ELEVATKIN DI 7A ONLY). OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. � li A 6 NOTES: SEE NOTE SEE �� 3 Nc1CH PIPE FLENGHTS SHOWN AN PLANS ARE DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR \ ,� TYPICAL ELEVATION `r CH GRADE SURVEY: EXAMPLE PURPOSE ONLY. EACH MANHOLE OR DROP INLET IS TO �/ 9EE NOTE 4 SEE MOTE 3 +� �, BASED ON END -SECTION DESIGN SHOWN PARKING AREA LIGHT DETAIL P-L, PLC BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND at4. SLEEP SLOPE -OW FLAT COPE sores SLOPES S-EEP ON THE LEFT. IF THE CONTRACTOR ELECTS N/A veRr TO USE THE ALTERNATE DESIGN SHOWN ON OUTLET CONFIGURATION AND Flow uNEs. Nor, pH /IiItOX6iATF ouAMT TIES THE RIGHT, LENGHTS WILL BE REDUCED BY DRAWN BY: JOB N0. !Ir*11 MI+ROXIMATE o OIE t�aTAlN wAl, LONE fhi LET 1 3OCA IN NOT TO SCALE NE F 9DTTC�L t1F alrTT[TF o r oI 7A nl 7s A 6+RT ■ �A'm THE DIFFERENCE IN DIMENSION b`. METHOD OF TREATMENT IN MANHOLES ___. �.__r_ __-___.__-` CU. A■OYF NORMAL DRY GLADE) ooNORETE GLAss A3 ! 0.241cu. ros.-------- SEE MOTE B. SLOPE DETAIL SEE SITE PLAN FOR LIGHT LOCATIONS P-L, PLC 0404035 tcv.YDs) HikE ttM 2.1I6 719 T 2 OF 3 ALL LIGHTS SHALL BE POSITIONED �(� SPECIFICATION ALL DATE: TO FAFEREYCE STD MEDIAN DROP INLET � ,� REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 102.01 PROVIDERECLUDE IL UMINATIONCPLANUMINATION FOR OWNERSTANDARDAPP OVAL SHOWN 06/14/05 STANDARD METHOD Of SHAPING MANHOLE & INLET INVERTS 12" TO 42" PIPE 741 NOT 0 SCALE VIRGINIA DEPARTMENT of TRANSPORTATION ES-1 PRIOR TO ORDERING LIGHTS. SHEET: 302 VIRGINIA DEPARTMENT OF TRANSPORTATION tD4.23 VIRfMAA DFPAPTMENT OF TRMISIPWATIDM '' +�. 14 14