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HomeMy WebLinkAbout46-18 Site PlanCURVE TABLE ABBREVIATIONS CURVE RADIUS DELTA ARC TANGENT CHORD CHORD BEARING ASSY. ASSEMBLY C1 430.00 102'38 33 770.32 537.14 671.37 N82'13 49 E B.F. BASEMENT FLOOR I + I C2 275.00 58'38 22 281.45 154.45 269.33 S70'17 31 BC BOTTOM OF CURB 1-41 {} C3 175.00 47'45 43 145.88 77.48 141.69 S64'51 11 BML BUILDING MOUNTED LIGHT •�� C4 225.00 58'38 22 230.28 126.37 220.36 S70'17 31 CG-2/CG-3 VDOT CURB 1!' I C5 225.00 05'1212 20.43 10.22 20.43 N43*3426 E CG-6/CG-7 VDOT CURB & GUTTER 1 1 1 I C6 380.00 07'32 40 50.04 25.05 50.00 N09'36 41 E CL L CCAST LASS IN PLACE CONCRETE 64 -A -40B FREDERICK COUNTY, VIRGINIA CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE WINCHESTER REGIONAL AIRPORT 491 AIRPORT RD. CMP CORRUGATED METAL PIPE `S I 1 }} 1 0 1 DB: 653, PG: 853 CMPA CORRUGATED METAL PIPE ARCH Co CLEAN OUT ZONED: RA DI DOWNSPOUT DIA. DIAMETER -- - _.R�RT ROAD 80' ROW - EOP EDGE OF PAVEMENT ..so EOG EDGE OF GRAVEL e�ESMT. EASEMENT /i - I I RTTiTI I ITTITTI I I - NG EXISTI F.F.F.FFIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION 5� FDC FIRE DEPARTMENT CONNECTION �4 1 • PMP ��c {IJWllIILLllllll ' ' 1 'I I I � 64�CO S 1 � -�� � I I IJIJ.LU I I 4 TM 64-A-401 FH FIRE MNT C R� ! 1 F.L.S. FIRE LANE ASIGN MICHAEL J. BERMEL GRpv p P�RPppZ9gS1 COMMERCIAL REALTY INC.GM 1 1 � Ga. GAUGE 2NS#OEp: M1 INST# 050011716 1 I I GV GAS VALVE or GATE VALVE Zp� METER TIYA 64 -A -40K ZONED: M1 B2 USE: VACANT + + + qSP C 1 AIRPORT BUSINESS PARK, .LLC / / 1 TM 64 -A -40J + � HCR HANDICAP RAMP -V 1 /; / 23.5 ACRES I HB HOSE BIB 390 AIRPORT ROAD C GOM -Ip SEARS -SMITH PARTNERSHIP w 1 HP HIGH POINT ,IVM p�62 CpN� I ;DB,945 PG 1AR INS# 050003769 I I 1 VICINITY MAP INV INVERT 0� Opp vP ZONED: M1 USE: WAREHOIJS 1 1 GR \NS#M1 USE' 10.37 ACRES - ZONED: M1 USE: VACANT IPF IRON PIPE FOUND ONEO• / ` I �,� IPS IRON PIPE SET Z ,� - ''� LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE 1 ;E MP METAL POST MH • .M 1 TM 64 -A -45J e 1 d NDC NOSEOLE DOWN CURB R&B PROPERTY CO LLC _- ��-- ` ` I 14 MUSKOKA CT. � '. 1 64 -A -40N NTS. NOT TO SCALE , O*..OVERHEAD ELECTRIC INSMn AIRPORT BUSINESS PARC BUILDING + OHT OVERHEAD TELEPHONE ZONED: 493 U� \% C, LLC I U 220 ADMIRAL BYRD DR. + PL PROPERTY LINE + 1 + + PP POWER POLE 1 1 ��• \ INS# 050001769 `' s� PR. PROPOSED ZONED: M1 USE: WAREHOUSE __ ( ° •'� 6' 1 \ �.� A PVMT PAVEMENT TM \\ 64-A-450 TM 64-A 740M_._ `L oRT RCP REINFORCED CONCRETE PIPE MUSKOKA AIRPORT BUSINESS $p �• f ` - R.D. ROOF DRAIN PARK -LLC _._. SAN. SANITARY 1 + DEVELOPMENT, LLC 1 I w •�, RED. REDUCER 64-A-400 2 1 o F INS 0001.540.5._ •�- 161 MUSKOKA CT. + _ ZONED: M1 �� AIRPORT BUSINESS PARC BUILDING / / fi \\ SEW. SEWER INS# 070004373 -USE WAREHOUSE a D, LLC \ \ STD. STANDARD �/ _ \ � ZONED: M1 8 8 ACRES U V� ` 222 ADMIRAL BYRD DRIVE \ / T.B.D. TO BE DEMOLISHED USE: VACANT / INS# 030017802 // \ 11 T.B.R. TO BE REMOVED ZONED: M1 USE: WAREHOUSE�( T.B.P. TO BE PRESERVED or PROTECTED J'�1 TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX NRB TELEVISION RISER BOX TYP or TYP. TYPICAL ITE LICE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS TM 64 -A -45N UG CAN UNDERGROUND CABLE T.V. UGT OUND NE tAjH OFMUSKOKA COURT WINCHESTER, LLC .s XFMR ELECTRIC TRANSFORMER 107N Kent tWinchester, VA22601INS# 170011501 Frederick County mg• LI 546665-5614WM WATER METER DI \ ZONED: M1 USE: / \ \ ' ReW-kh Cauar mes oag reen+easedmmq� a".aties. 0 266 526 1,040 Feel ' f / \ \ I mdlnms.a esa reoom nmon;n�a�rue ,.p WPP WOOD POWER POLE VACANT / \ \\ + tlhe wbe, o emi,g eN va9Orme Frehric GIs daa 15,006 ITORM 64 -A -40E WV� WATER VALVE WA / / RPORT BUSINESS PAR \ \� ' \\\� 1 + �J^ SITE LOCATION MAP P WOOD TELEPHONE POLE JOHN j. \ KOHLS DEPARTMENT STORES, INC f 25'R RADIUS IN FEET ic. N 1 �TENTION P D / INS# 020015405 K, LL \ \ \ 300 ADMIRAL BYRD DR. ' \ `� *00.00 PROPOSED SPOT ELEVATION NED: M1 USE: VACANT DB � \ \ \ :860, PG: 1225 GENERAL NOTES: _x(00.00) EXISTING SPOT ELEVATION 24.51 ACRESr. j ZONED: M1 USE: WAREHOUSEy` 1 HATCHING INDICATES REVERSED PITCH SOA /L PROPOSED BUILDING E OWNER: ENGINEERANDSCAPE ARCHITECT: IN THE GUTTER PAN: PITCH TO BE Airport Business Parc, LLC _ jONAL _ N O// P 1/2 PER FOOT. TRANSITION THE GUTTER The Pruitt Corporation Painter -Lewis, p PLC OVER A 10 LENGTH (TYP). 14900 Bogle Drive, Suite 204 817 Cedar Creek Grade, Suite 120 Z Virginia 22601 LIST OF DRAWINGS: �. Chantilly, VA 20151 Winchester, g � ACTIVE �BUFFER /. r 1 Contact: Mr. Cecil Pruitt Contact: John C. Lewis, P.E.,L.L.A. .-� Tel: 703-906-4845 Tel: 540-662-5792 SHEET 1/10: COVER SHEET �INAC�yEg� f; -i i SHEET 2/10: EXISTING CONDITIONS EXISTING PARCEL DATA: SHEET 3/10: EROSION & SEDIMENT CONTROL NOTES ZONED M-1� \ e Site Plan Approved on March 30, 2001 SOILS MAP USE: LIj STATION Dns \ f j / \ Tax Map ID: 64-A-4oP PHASE 2 E&S PLAN 0574+ -ACRES DS RM P 5>> , / k Zoning: M1 -Light Industrial District EROSION & SEDIMENT CONTROL DETAILS Area of Lot: 24.51 acres SHEET 4/10: SITE LAYOUT PLAN SHEET 5/10: GRADING PLAN 63 \\ \` f, Building Address: 190 Admiral Byrd Drive SHEET 6/10: WATERLINE PROFILE AND DETAILS N 'fs-, -____ - \ \\ f, ` EA TING I Existing Use: Vacant STORM ATER SHEET 7/10: LANDSCAPE PLAN TM 64 -c -A-14 NTI POND :a '� Proposed Use: Office, Warehouse 10: CONSTRUCTION DETAILS JAMES L. GREATHOUSE �-' \. 52b, \ `�/ '` _ �- Proposed Building: 88,333 sf, 1 -Story SHEET 8/10: 791 FRONT ROYAL PIKE N43'23'32"W 49 45 \ F.A.R. Allowed: 1.0 CONSTRUCTION NOTES DB: 458, PG: 53 0 �� Z, fNyR F.A.R. Provided: 0.08 SHEET 10 10: SIGN PLAN c� < 0 2 ' 64 i SHEET 9/10: LIGHTING PLAN ZONED: RP p . .� v ? C- 2I0_/_ `� ,'Li g��C' �O�o �2 0 e(/FFA� �NMEiYTq� / 1 0 �cs� -� ` L,5\07Zr'c,1 ,G �J po `L� N ' (/ �i0 �' -� + BuildingRestriction Lines: LIFE SAFETY PLAN 2 . a o 0 n y�°°o°Q - o Rl/iy e .�: -- . _ ___ + STRIPING PLAN co°o3Ga �'-ooa�� �O�p� ��°o +Z ��1 - Front Yard Setback: Required -75 Provided -170 o�i� Lely ?�.�.. t0' .aJZ.vN FLOOD PLAIN 1 �� o c a, ._i,. n__..c__A n__.;r_r Anf%' 200 0 200 600 Scale in Feet Frederick Water Information WATER AND SEWER DEMAND CALCULATIONS Daily Employees: 75 persons Average Demand per person: 15 gpd Total Demand: 1125 gpd 11 %1 11 VV LV 1 I VYIVGV TJV "J . . . Side Yard Setback: Required- 25' Provided -38' 'i 6'ee� Maximum Building Height: Allowed -60' Provided -40' �o� _ Sign Setback: Required- 10' Provided -10'+ �j ^ 4 179.24' '�--�_--�.�N 64 -D -8-2-66A _ 4 �o ' F�p00 p�'N RED FOOOHADMIRWNERS ASSOC. INC. `_ ParkinParking Restriction w CO p .. -- I INST : 050025643 g �4o ZONED: RP USE: OP ACE Street Setback: Required -10' o� Yard Setback: Required -5' N - Parking Spaces Required: / Office: 1 space per 250 sf 8000 sf/250=32 spaces PROPERTY EXHIBIT Warehouse: 1 space per employee Employees: 20 = 20 spaces required Total Spaces Required: 52 Total Provided: 83 including 4 ADA spaces Loading Required: 1 space per 40,000 sf or 2.2 spaces Loadin S aces Provided• 19 Frederick County Inspections Department Shenandoah Valley Electric Trash Removal: The owner will contract with a licensed, private trash hauler 107 North Kent Street Cooperative for the regular removal of trash. Winchester, VA 22601 3463 Valley Pike 540-665-5650 Winchester, VA 22602 Lighting: All lighting will conform to the requirements of the Frederick County EROSION AND SEDIMENT CONTROL 540-450-0111 Zoning Ordinance Section 165-201.07. APPROVED BY ZONING ADMINISTRATOR DATE Frederick County Department of Public Works TELEPHONE SERVICE FREDERICKCOUNTY VIRGINIA Environmental Features: 1 Wetlands - Wetlands have been identified on the site and are generally SITE PLAN VALID FOR (5) YEARS FROM DATE OF APPROVAL confined to the Environmental Corridor. Flood plains - No floodplain s are contained on the site. Stormwater Management: - PAINTER-LEWIS, P.L.C. Stormwater detention was designed and constructed for this site under the original site plan approved in 2001. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Original Site Plan #03-01. Telephone (540) 662-5792 PP _011 Facsimile (540) 662-5793 Email: off ice0painterlewis.com CONSULTING Job NO.: 1808023 SHEET: 107 North Kent Street Verizon Winchester, VA 22601 404 Hillandale Lane 540-665-5643 Winchester, VA 22602 PUBLIC ROAD IMPROVEMENTS 540-665-3156 Virginia Department of Transportation 2275 Northwestern Pike Winchester, VA 22603 540-535-1818 ENGINEERS Latest Revision Date: December 12, 2018 SIGN NOTES. g p SP #46-18 UTILITY AND REGULATORY CONTACTS: 1. Signs will conform to Section 165.201.06 of the Frederick County Zoning Building and Impervious Area Parcel Greenspace Required: Coverage: 25% 6.13 AIRPORT BUSINESS PARC BUILDING E WATER AND SEWER SERVICEOrdinance. One monument style sign is permitted, 12' maximum height and or acres. Frederick Water NATURAL GAS Washington Gas 50 square feet maximum surface area. Parcel Greenspace Provided: Proposed Impervious Areas: 78.2% Roof= 88,333 sq. ft. THE PRUITT CORPORATION 315 Tasker Road VA 22655 -8681 350 Hillandale Lane Winchester, VA 22602 Access & Truck Areas= Auto Parking= 104,596 s ft. 40,685 ft. SHAWNEE MAGISTERIAL DISTRICT 54Stephens 061 540-868-7923 sq. BUILDING INSPECTIONS ELECTRIC SERVICE Total Impervious Area= 233,641 sq. ft. -21.8% FREDERICK COUNTY, VIRGINIA Frederick County Inspections Department Shenandoah Valley Electric Trash Removal: The owner will contract with a licensed, private trash hauler 107 North Kent Street Cooperative for the regular removal of trash. Winchester, VA 22601 3463 Valley Pike 540-665-5650 Winchester, VA 22602 Lighting: All lighting will conform to the requirements of the Frederick County EROSION AND SEDIMENT CONTROL 540-450-0111 Zoning Ordinance Section 165-201.07. APPROVED BY ZONING ADMINISTRATOR DATE Frederick County Department of Public Works TELEPHONE SERVICE FREDERICKCOUNTY VIRGINIA Environmental Features: 1 Wetlands - Wetlands have been identified on the site and are generally SITE PLAN VALID FOR (5) YEARS FROM DATE OF APPROVAL confined to the Environmental Corridor. Flood plains - No floodplain s are contained on the site. Stormwater Management: - PAINTER-LEWIS, P.L.C. Stormwater detention was designed and constructed for this site under the original site plan approved in 2001. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Original Site Plan #03-01. Telephone (540) 662-5792 PP _011 Facsimile (540) 662-5793 Email: off ice0painterlewis.com CONSULTING Job NO.: 1808023 SHEET: 107 North Kent Street Verizon Winchester, VA 22601 404 Hillandale Lane 540-665-5643 Winchester, VA 22602 PUBLIC ROAD IMPROVEMENTS 540-665-3156 Virginia Department of Transportation 2275 Northwestern Pike Winchester, VA 22603 540-535-1818 ENGINEERS Latest Revision Date: December 12, 2018 v A, P si I \1-72--722— —I � �% /-722 � \FIH b ro v $ f��2 6°60 \� / dtH TOP=718.56' ASSY. - �ot.�11 / ^ °p 6' PVC /n=71.3.70' J \ + \ \ \ / 12" PVC /n=713.61 '3 ` 24' RCP /n=712.30' Ss20' FREDERICK WATER ESMT. I EX. 10"0WL 'P4-1088-TEE EX- EOP Y- 1�+ I I i / _ Ex. 20 99'--18 0 ®0.593.8' a FH ASSY. �\G� 4- 1 e \ \ \ f / EX.I - XFMR ui 00 i A\ VCPLd y P=717.65' a '� 6 VC /n=714. 39 3 n 12' W Out=714.09 v \ \ _ ^ Z Ld a. Lik Qi —,FOP �Ta TOP=719.6 k z x ^ PVG12_Za9.11 (Ex. Bldg.) 6 PVC /n=708.90 ro EX. STM. 128.00'-30 RCP 0 /n=708..34' I TO -724.0 o o ^N Out=708.20' a \ ^ I �ut=J.02 k ry M o'i k of ^b o a �\ 1 fb 0b \ n ^N ^N f. o'r ! G 24 �-8'P®VC ^ 1.008X ^ ^ ^ a ^N F i x k Alu, Ar \\ q GV N QC - 01C y oc X k k x x k x x .... m \ �o• � �� � / -704 N• yA {fes/per ' 000, N k X X X k k STM. 7585'-150 RCP @ 1 3 x i ti N M " x Rp p l / pry o ^N - rt' & x ^N ^N ^N ^ry ^N N N \ x k 10 �,y� Eif� �y6� 2ttjjy( rye! k A } r X k k k k x k k * o) / �i�j 1� \ p�Ny 11N0� �OF� v�� ` k ov loopof of n ^N n \\ �✓ �\ /� � 1g'L \ � x 1 x I I x x x x x x k x x x a 0) cry A AV b 10 ru n n ^N Au ^'v k k x y ^N x 7vo IF O! r V/ k ti k k ^N z ^N ^N ^N n b ki ry \ ® it k X x k X k 1 7Ely§r 10� k x x it X kAV No, jc x x 40 ^ti k M TOP=71 .74' o 12' PVC/n 4.24' 6' PVC 14.24' ut= 13.48' EX. oim AI TOP -717.5 ' PVC =71 . 1 ' Out= >4.61' /— ------------- Z 0 0 U Z V) W ■ ON `\ Lo Co ro n b h ^NI h b c k N — 1 ii I x 'O z o k oRl x c ^ N ^ ( i i ` E I —! N 04 N \ \ ^N_A. FH GxnN � a1 P pIUXt'IIi1 Wo QZvZ (-0 APPROXIMATE 7ND OF WATER Of O--, vpv• cTO=0.08, C) O e B.5RCP /nP-7318LINELu ^ � — Exsn oEPrNs To =TTEST PR+ REPORT — &-_ — 24 RCP /n=703.08 Of 15' ROP t=71 _ R—2g mj W % j1 �r». 8"OWL I usrEO af ' •_Lv Rr .% 7 C) -s\ CTb k � V V) cc 0 2 Q RGP WU vE6 Ex. 316.91 '-24 10 ®2. _o W 00 _. =71'6-2.56Z \ N Ex, 19.52 -24 0 ® 2.56 ' \ \ \\ \ \\\ \\ \ PRESSURE REDUCING STATIN ^ �X Ex. 17. =2 ® 627.8' — \_ �_ — -_ a o Sk NANDOAH GAS } ti �'� — — — \ --710—MLM' LI �V) Z J W �W U� ZZ 0W U ut �/ _- —688#, 2 33 VY 692 6 \\ \ \ ,6;� 9 / / / �- — — — -- R �' HN C. LEWIS 9 \ \v�6 / / 85 gt� ic. No. 021621 1p 60696 6g / // \ // / / / w 1 1 SIONAL �to 69 0 / e / E I 8 —680 SURVEY: 66 66 6066 i� �DRAWN BY: 40 0 40 120 ` \ / / / r -- ' 670 y / P -L 69 8 �- / SCALE: 1� � i v - SHOWN I I \ \ 710 / / /_ �/ ,1 In / . / SHEET: Scale I n Feet _.- •:. � � \ \ \ � \ �_ � �. / � �/ /_� y � ti��s�P �s � - �/� ,/ -� C.I.: 2' JOB NO.: 1808023 DATE: 11/16/18 2/10 00 Q ZV v— I Z Q^ 2E1..1.x. Z ((� C/) w 0- W 0- 0z Z U� W=) L mNU it�Ld Y a-() WW 5p F- JJ W 3 /111 O■.. D_ ■ ON `\ Lo Co ro n b h ^NI h b c k N — 1 ii I x 'O z o k oRl x c ^ N ^ ( i i ` E I —! N 04 N \ \ ^N_A. FH GxnN � a1 P pIUXt'IIi1 Wo QZvZ (-0 APPROXIMATE 7ND OF WATER Of O--, vpv• cTO=0.08, C) O e B.5RCP /nP-7318LINELu ^ � — Exsn oEPrNs To =TTEST PR+ REPORT — &-_ — 24 RCP /n=703.08 Of 15' ROP t=71 _ R—2g mj W % j1 �r». 8"OWL I usrEO af ' •_Lv Rr .% 7 C) -s\ CTb k � V V) cc 0 2 Q RGP WU vE6 Ex. 316.91 '-24 10 ®2. _o W 00 _. =71'6-2.56Z \ N Ex, 19.52 -24 0 ® 2.56 ' \ \ \\ \ \\\ \\ \ PRESSURE REDUCING STATIN ^ �X Ex. 17. =2 ® 627.8' — \_ �_ — -_ a o Sk NANDOAH GAS } ti �'� — — — \ --710—MLM' LI �V) Z J W �W U� ZZ 0W U ut �/ _- —688#, 2 33 VY 692 6 \\ \ \ ,6;� 9 / / / �- — — — -- R �' HN C. LEWIS 9 \ \v�6 / / 85 gt� ic. No. 021621 1p 60696 6g / // \ // / / / w 1 1 SIONAL �to 69 0 / e / E I 8 —680 SURVEY: 66 66 6066 i� �DRAWN BY: 40 0 40 120 ` \ / / / r -- ' 670 y / P -L 69 8 �- / SCALE: 1� � i v - SHOWN I I \ \ 710 / / /_ �/ ,1 In / . / SHEET: Scale I n Feet _.- •:. � � \ \ \ � \ �_ � �. / � �/ /_� y � ti��s�P �s � - �/� ,/ -� C.I.: 2' JOB NO.: 1808023 DATE: 11/16/18 2/10 PROJECT DESCRIPTION STORM WATER MANAGEMENT NARRATIVE Preparation for the construction of the proposed building will include the finish grading of approximately 6.7 acres of � 2 land. This area was rough -graded in 2002 under a previouosly approved site plan. Construction operations required \� for this development are generally limited to the construction limits as shown on these plans. The drainage patterns resulting from this proposed development will essentially match the existing drainage patterns. There are two existing storm water management ponds that will be utilized to receive runoff from the site, These ponds were designed and installed in the Existing Site Conditions , The existing site was previously rough graded for a large building pad and the slopes are very flat along the main early 2000s for Airport Business Parc. Impervious areas and drainage patterns will be in / mpg OF 0121UNS4110EO&7 ACM \ portion of the site. The southern edge of the site drops fairly quickly to an existing stormwater management pond adherance with the original stormwater management design. Y� i and is generallyy wooded. The existing site was to be developed previously and some existing utilities and storm sewer are now located on the site. These are to remain in tact if at all possible. The existing storm sewer will be 1 / �% MW__ Mir- =:L�-��� utilized with this design to the extents possible. \ _ MAINTENANCE PROGRAM FOR THE STORMWATER DETENTION FACILITIES Post Development Conditions -- Clearing of the existing vegetation will occur only to the extent required to achieve final grades. The existing 1. It is required that the on-site stormwater management/BMP facilities be maintained by I \ X l 0 outslopes will remain undisturbed. The proposed paved areas will gently slope to the existing storm sewer systems the landowner, its successors and assigns. h which will drain to the existing storm water management ponds that were previously designed for these proposed I / 2. The landowner, its successors and assigns, shall adequately maintain the stormwater - s / O WO drainage areas. management/BMP facilities which includes all pipes and channels built to convey the ` \ Adjacent/Critical Areas stormwater to the facility, as well as all structures and vegetation provided to control the I / The construction area is located in proximity to the existing Buffalo Lick Run. Care shall be taken to install and quantity and quality of the stormwater. Adequate maintenance is defined as good working maintain erosion control devices along the construction area perimeter to ensure the protection of the existing condition so that these facilities are performing their design functions. T �� woodlands and the existing stream. These areas lie within the limits of building areas identified on the 1997 Master r Development Plan for Airport Business Center. 3. The landowner, its successors and assigns, shall inspect the stormwater management/BMP facilities annually to assure safe and proper functioning of the facilities. 75' BRL Off-site Areas During clearing and grubbing, the site contractor may transport any residue off-site as required. During earthwork 4. The landowner, its successors and assigns, will perform the work necessary to keep I / i i W operations, the contractor may import materials as required to achieve final grades and specifications. these facilities in good working order as appropriate. \ \ ' N I I I i ------ I � Soils O Three different soil types are found within the proposed construction site. The first is type 41C Welkert-Berks channery silt loam. These soils are characterized as being shallow and moderately deep, strongly sloping, well drained soils on a rolling landscape and i- on the tops and noses of ridges. The average slopes are from 7% to 15%. Permeability of the Welkert-Berk soils is moderately ,„, -- -^- i -_ �. ii rapid, but the erosion hazard is severe. Depth to bedrock varies between 12-40 inches. These soils are in capability subclass IVe. The second soil type found on the site is type (41E) Welkert-Berks channery silt loam. It averages slopes of 25% to 65% This soil type is characterized as being moderately deep, steep, well drained soils on side slopes and ridges. Acid shale bedrock can be found at a depth of approximately 15 to 30 inches. Permeability is moderately rapid. Surface runoff is very rapid. Depth to bedrock and the slope gradient are the main limiting factors for development. The third soil type found on the site is type (96) Clearbrook � ,. channer silt loam. It averages slopes of 2% to 70% This soil type is characterized as being moderate) deep, gently sloping,and / Y 9 P . 0. YP 9 Y P 9 Y - - _ _._ � � somewhat poorly drained. Permeability is moderately slow and the available water capacity is very low. The seasonal high water table and depth to bedrock are very shallow. 001 SF Erosion and Sediment Control Measures I / Ps ro 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed parallel to the existing building r at the entrance to the construction site. 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 o / washing and reworking of existing stone as conditions demand and repair and/or clean out 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 I roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been established. 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. II 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. 3.07/3.08 A block and gravel drop inlet sediment filter will be installed around each of the proposed storm water EROSION & SEDIMENT CONTROL KEY drop inlets before construction begins. The structures shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the filter 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. Filters shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 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" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. Temporary Seeding Sept 1 - Feb 15: 3.02 TEMPORARY STONE 0 .0W CONSTRUCTION CE ............................... ENTRANCE g U acnWcn 3.05 SILT FENCE �? X X 3.07 INLET PROTECTION �p C/)Z = 3.30 TOPSOILING N TO 3.32 PERMANENT SEEDING = Z Ps 3.35 MULCHING Fn 0 0 0 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 r \ k or ' 11 Feb 16 -Apr 30: -- 18" MIN. Annual ryegrass 75 Ib/ac 98 85 GRAVEL VEL Mulch: 1.5 ton/ac small grain straw RUNOFF WATER (12" MIN.) GBACKFLL \ \0111 11 1 Fertilizer: 450 Ib/ac 10-10-10 W SEDIMENT \ 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. \ Ez 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans."- DROPi -! 74 Permanent Stabilization INLET WIRRE MESH \ \ __ �___._ _ _. 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 NOTES: \ \ - stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the 1. THIS METHOD OF INLET PROTECTION SHALL IS APPLICABLE \ temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentional) transported WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT P rY P P P Y P WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT \ following specification: STRUCTURES AND UNPROTECTED AREAS. 2. GRAVEL AND WIRE MESH GRAVEL SHALL BE VDOT #3, X1357 Permanent Seeding , OR #5 COARSE AGGREGATE. \ `--- Seedbed Preparation: DROP INLET 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). SEDIMENT BARRIER SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) PHASE 2 E&S PLAN Tall fescue 120 Ib.ac 97 85 Red Top Grass 2 lb/ac 95 65 Scale: 1 "-50' Ladino clover 8 Ib/ac 95 65 EXTRA STRENGTH FILTER FABRIC DIVERSION RIDGE REQUIRED Nurse Grass -(season dependent) WHERE GRADE EXCEEDS 2% Sept 1 - Feb 15: NEEDED WITH WIRE SUPPORT 2 % OR GREATER Annual Ryegrass 12 Ib/ac 98 85 EXISTING PAVED Winter Rye 12 Ib/ac 98 85 STEEL OR ROADWAY' _ - Aug 31: May 1 German Millet 12 Ib/ac 98 85 WOOD POST __ _ y or - "" - �� �"��-'F'LOV FILTER FABRIC Feb 16 - Apr 30: Annual ryegross 12 Ib/ac 98 85 �--�` FLOW SECTION A - A Mulch: 1.5 ton/ac small grain straw NOTE: / Fertilizer: 1000 Ib/ac 10-10-10 FLOW USE NDBAGS, STRAW BALES SEDIMENT BARRIER SPILLWAY OR HER APPROVED METHODS SEQUENCE OF CONSTRUCTION _ -~ ` - "` '�-� -� TO USE( RUNOFF TO BASIN Phase 1 (TRAW BALE TYPE SHOW) EQUIRED S N \ AS Prevously completed. - 10 FT MAX. SPACING WITH Phase r - WIRE SUPPORT FENCE SUPPLY WATER TO WASH WHEELS IF NECESSARY. 1. Install temporary construction entrance with wash rack. _ .---'� �� - 2. Clear and grub the site. 3. Install perimeter silt fence and inlet protection for existing inlet drains. I 4. Perform final grading of site and stabilize all slopes. PONDING HT. PONDING HT. Q 5. Install proposed improvements 3, o 6. Apply permanent seeding on all disturbed areas. 12" STEEL OR WIRE & FILTER FABRIC I 7. Remove all temporary erosion controls after site is fully stabilized. GRAVEL FILTER* WIRE MESH WOOD POST ATTACH SECURELY Q �o -�� 36' HIGH MAX TO UPSTREAM O NOTE: RUNOFF WATER FILTERED WATER SIDE of POST. I FLOW �� FLOW ALL TOPSOIL STOCKPILES SHALL BE SURROUNDED BY SILT FENCE AND RECEIVE TEMPORARY SEEDING.;w _ RUNOFF RUNOFF Ld ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. 4s' m F -- � -' � ,-, ; ,- _- �� g" MAX. ALL TEMPORARY CONTROLS WILL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BE ". I_i 3 I I " =� (RECOMMENDED) REMOVED AND STABILIZED. + STORAGE HT. Q I i y _•, -_ a- A A 2"-3" COURSE z_ _� ! 17 WASHRAC K AGGREGATE 8 c _ -OfMIN. 6" THICK N EROSION AND SEDIMENT CONTROL MAINTENANCE: O The contractor shall be responsible for the installation and maintenance of all erosion and sediment controls. All measures shall be -- -' 1 " _!. - w._. 2 MIN. 12 MIN. 1 ,,I Inspected daily and after each significant rainfall by the site superintendent or his/her representative. Any damaged structure shall SEDIMENT 4 I � s be repaired or replaced by the end of that work day. - I ._. 14"x6" TRENCH O a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the WITH COMPACTED GRAVEL CONCRETE GUTTERT BACKFI 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 12" z DIVERSION RIDGE the construction vehicles, then a wash rack must be installed as directed by the local program administrator. H b. The silt fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as CURB INLET STANDARD DETAIL ALTERNATE DETAIL V) not to release the trapped sediment downstream or on adjacent properties. w 70' MIN. c. All seeded and sodded areas shall be checked regularly to ensure that a good strand of grass is maintained. Areas shall SPECIFIC APPLICATION TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL PLAN be repaired, fertilized, and reseeded or resodded, as required. NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" NOTES: THIS MEATHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE 1. THE ENTRANCE SHALL BE MAINTAINED IN A PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. CONDITION THAT WILL PREVENT TRACKING OR INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - 2. REMOVED SEDIMENT SHALL BE DEPOSITED OF -WAY. THIS MAY REQUIRE TOP DRESSING, AREAS. TO AN AREA THAT WILL NOT CONTRIBUTE 6. ATTACH WIRE FILTER FABRIC TO THE WIRE REPAIR AND/OR CLEANOUT OF ANY MEASURES SEDIMENT OFF-SITE AND CAN BE PERMANENTLY FENCING AND EXTEND IT INTO THE TRENCH. USED TO TRAP SEDIMENT. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. GRAVEL GRAVEL CURB INLET SEDIMENT FILTER CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.07 SILT FENCE DETAIL WITH WIRE SUPPORT THAT DRAINS INTO AN APPROVED SEDIMENT TRAP NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 44. INSTDALL IMENT CATT EINGUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT O 0 .0W Z Z Z U g U acnWcn I` �? C;8 M Q F NC -4 C/)Z = /t1 C N U) 43 Z = Z 0 0- C) Fn 0 0 0 W W Qz CO SOILS MAP Scale: 1 =200, ■ N .0W Of y 5; a w 1 L L' -I 0_ I` �) o N /t1 C N L E .F O -_ IONAL / LLJ I C0 I N U) 3 CD ~ L, Qz CO CO 1 C9 V) z J LL.I �w U) O129 (_) LLI LTH O.P Of 5 CD o0 .0W Of y 5; -D 0- 1 L L' -I 0_ 0.HN �) ' UW c WQ W LLI = L E .F O -_ IONAL 00 Z _Q O O O E Z U _ ~ L, LLJr- SCALE: DATE: SHOWN 11/16/18 C9 V) z J LL.I �w U) O129 (_) LLI LTH O.P v 0.HN C. LEWIS ' Lic. No. 021621 04 IONAL SURVEY: C.I.: P -L 2' DRAWN BY: JOB NO.: P -L 1808023 SCALE: DATE: SHOWN 11/16/18 SHEET: 3/10 �. N �O \ N II U- I THE CONTRACTOR SHALL COORDINATE 00 m O $o �p WATER MAIN SHUT DOWN, REMOVE EX. 0 ' lob ��1 ��� 6p ` U-4 TASSY. 8" GATE VALVE AND INSTALL 8" MJ I MH TOP=718.66 x N, IN 160 \ 6" PVC /n=713.70' PLUG IN EX.. MJ TEE PER FREDERICK i0 " I I WATERS INSPECTOR REQUIREMNT 12 "PVC /n= 713.61 , 3 I cel NEW FIRE 24 RCP /n=712.30 I& UMIT'S OF DISTURBANCE -6.7 ACRES 0' �0� +• G _SERVICE LINE TAP — OX Out= -712.J1' ' I — — — �a Z — — BY-FR-E&ER" — • I I— — — 20 FREDERICK WATER ESMT. — — J O — — — —'I H" TEE- 10" OWL — — — — — WATER — OX8 TAP — x GV — EX. 100= 1 g> \ ct 0 0 �2H AsSY. i MH TOP= 718.66 I \ 6 PVC /n= 713.70 _C14 ^ . G \ 12 PVC /n-713.61 J I( T�' 24 RCP / =7 3 I LIMITS OF DISTURBANCE=6.7 ACRES n 12.30 � � `�� l Out=712.31 ' { 00 ; I - _ 20' FREDERICK WATER ESMT. _ _ - _j \ ^, X GV = _ =f �;t\ti �°boa.�. '' '`:`4 f O \ I II I \ / ` ` �� 1,1\1 R \ \ a\\\\�\' \ \\ \�^IjI� SIIIII I I /II i {I �`f i i i� � il / �/ -ilk/ q/•�5 ,2A%� III �/III J� '_�----_^ _ __ ____ - -_-- r.- OX'S - EX. 1 COWL MA 7T0O1 MATCH EX. EOP XI,S 1. TEX. EOP HING mom man o I(i '101 1FH - A-SSYE.2099' EX. 718.29 MATCH _F EOPEXISTIN XFMR TOP 71 - 4.24' 12- P/C _j 6PVC 14.24 1348w of S TOP=717.'po 7 6500 PVC 716 /n-714.39 4. RI I PVC Out- 61 hti 12" Out= 714.09' /tI{ _ Y ^ ` Cd ^Qs ^� ^C6 ^Z Of w nh I CL I I k k k k l�k o ' I � o �� e \ \ 3 -VC -1! ^ 75 BRL T q � -� u ------- X 1_ - + w ti ti 0, O T ,� _ ti t F ^ ^ t0 Cb V- 10 V• 0% { Cd EX. ECS^� �; I k u TOP=719.6' k k k ot 1 \ k ----ll_ ,F�' 2YC /n11�' �Ex. 8/dg.� k I f 719.81k ^ ^ 7 719. 0 T II 6 PVC /n=708.90 ^~ C vk k / TCO 04 I 719.95 /n=708.34' ^� TC fi EX. T 128.00'-30"0 RC 0.3 / TO -724.08 C i ff ^ / ^ n - ,^ /^ a ,o o, • Out=708.20 ^"' \ a/O , Dut- �5. �2 k- - a� O1 - `V k °'- ^`� GV - _ _' L Ex. 1724`8 PVCk® 1.00'89 +-- - '` -' = k__ - ^`L �o f GV T- j n; / i 720.18 i 720.18 - - - ' 20.18 - - -- ^`� J_t ^� _ `� I CONC ! _ _ ` r, I ' ; CONC F ^� k - �� k 1720. 0 I - - OZL I j 70 720.42 OZL 720.0 G CON E 72b. 720.76 C NC 'CONbV ,o 00 ^� / �; - ^� i ; ; of o M k o o i o; Y„ � o� .., . _ •. II16 7 1 .0 f k k k k -.c- ^-�-k 1» C d o TDP= k k k ��ZZ ti k CD 0* / / 38 196' ' \ l' cy 721.0 0 /f� N I 724.4 �- TC "' k------ �--�- - -7o AN � \ 0-0�Av ST00 ®��M% �' ! E / MATCH 1 X r O ^^ v o ^ 720.4 XISTING \\ �� I ^� n� n�TC // / k ^ ^ 14"1 ^� ^V ^ti obi I - - ^ k X. STM. 75 85-15 ARCP 11's,%r 0 \\ ^ ^ k o - t� k �• ^� ^� o 0 ori COD ," k ��\ I ca ^ ICU ^ No ^� /� ^� ^� ^� 10 / ms's% i / �a -�pP� ��- 'I `,I,�O• � ,�pP v � k v \\ � I hi �' � h __-._ � 0% IV 00, T 0D ry I 0% j 0$ t! � �l CD 1Q11 k 7 k 0 k ,PROPOED B LD ING k E k -- - a,! ICD 21.4 a I ._ ,889333 SF TC ^� P, I �� .� k �, k FF- 7-2 50 � i ti ti ti k ^ H I G HTS 0' k k k ni / O \\ k k k k X 4 k hi V r v k o //X1 \ \ \ / W N ^tL ^�2/ U �L k^�4 0% IQJ CD ` .k k k a 0, ^ti a Cp (b 72 3.00 Ah^Q ^Q ; k 72 .5 ^ TC %0 REDERICK WATER OTES: 724.45T 722.45 72445 k TC CONT CTOR HALL TEST PIT THE ^ k 1iII �t +' ^ i' v WATER M IN TO C�NFIRM A INIMUM 0 0 / , �l l CONS ,� (COVER IS MAINTAINED AND DJUST TH ti r�tT _. /`� R ::'� a �,: k EXISTING' ATER AND SEWERFACILITIES T I ' k �o ^`� �" IQ ^ti ^ ^ti °` ' - �NSPECTOf'S FINISHED GRADE PER THE �REDERICK WA E TC P !�; ^ �::. kkkQ RE UIREMENTS. t'` o '` I 728.81 !, \ \ I \\ � a ^� 724.45 \ TC HP ^ 724.45\ ^� CONIC I \ 24.45 CONC -CONC \� I � \ 'o m^ k 724.5 \ I \ ^ ^ ^�� ti TC i \ NOTE: ( I , k ^ 7 3.77 _ ^ a k : i 1 1 I PMT 1. PR TO OMMENC�IG SITE GRA#G WORK, A _ LAND D STURB NCE PER IT SH LLB OBTAINE 72.27 ,'£ , � -•o Ci TC t 724. i i ^ 724.4 ^ I {I I I FROM T E PUB IC WOR S DEP RT M T. ALSO AN \1 \ ^� TC I` \ ' ON -SIT PRECO STRUCTI N M ETIN WITH TH \ 'i` { ® j ® + I ® PMT t� 727. 0 ^`� j ! ? ! 6, 0, o, 724 ^ k )IC I ONTRA TOR AN PUBLI WORKS SAFE I 72 71 I - TC ^`� i ^ ^ I " " ! I k RECOMMENDED. TC HP ti ^ti k k 724.0 k _ IZ!3_._9 3x93 �' `1 \ ^1 ' ^ i _! \ ^ \ \ X24:0 PVMT 723 �3 PVMT '` 723. ^123.86 k I A G TECHNIC L ENG( EE WIL NEED TO RIFY 7 .21 k �, k 72 7 5ii PVMT PVMT PVMT ^ I THE 0 ROL ED FILL TONSURE 723.40 PVMT 72,3 8 723.86 TC \ T E PLA EMENT \ TC P� TC �L3.O PVMT 723.6 I IT� IS PLACED IN CONFORM CE I H BOCA BUI DING \ �P PVMT LP - _ I 1 C DE REG�RDING F UNDAT NS D SLABS. PVMT TC -- \ q p \ \ \ ^ ^ ^ry 3.64 ti 23.52 a 723.16 ^� {{ 1 \ CD ^^ry T k T ^� o, T C k 7 �--- - i \ \ k C k N v k rc CD ^ ^ 7 2 7 ^� ^ 72 O U 0 w _j H H d 00 Q V_ Z 0 M FI Q ap a� Z� w/ Cn W w CL CL C W D L 0 M U) ww WU N a0 0� a. Z W :;;z �W Ld ~ � O m a 00 d J o ■ N EO O CLQ N � U Cn■� N � I I N C,\ 3 � �- W 0� o' 00 v a V) J_ o W �. H o= �_ Z � Z U ~ W a� a 0V) z J w �w ZZ Man0 w I ` TC is 5 72 .2 22. k k k k k I APPROXIMATE LTH F \ \IPT**' \\ t� k k RAISE TOS 20.7 ^ ^ ^ TC ^ END OF WATER ! I ��,A \ ,o TOP- 8.08 ^ k a 4 \ �+ TC a LP 721.0ti If a, TO 719.5 T ^., 15^` RCP /n=7 8J. ^a ti LINE IL - �_ --- G'r TEST PIT*** REPORT ` / ^ ti Q OC / PVMT LP �� TUP= 8. ��' 1.1. 7 k 24 RCP /n=703.0 722.6 k _ - ______. EXISTING DEPTHS Tq ENGINEER -FINAL \ - I - " L N C. LEWISGRADES 9 \ � _ '�- _ _ - �• - _ - 1.5 RCP t_711. �T 4 RCP Ou{=702: 95 F I - ' ADJUSTED MAY BE ` k T • • Tsss ^ ^ "� L k r C. No. 021621 \ 727.00 k k h 20. a o, ti V TIC IONAL 6HIGH BER �ZL T 720.5 ' SURVEY: 6" HIGH BER TC \ 3" � Ex. 316.91 '-24'� ®2.29 / / P -L 2' TC ftAft ' c -- _w� DRAWN BY: JOB NO.: 30 0 30 90--�--- -- --------- _ k �� � \ � � 1 -.-- --�- -%221- -� -- P -L 1808023 SCALE: DATE: \ \ RRESSURE REDUCING STATION17.138" 2�'0 ® 6271 - ✓ - - - _ _ - - - - SHOWN 11/16/18 S NANDOAH GAS ! ^ --� SHEET: 5/10 Scale in Feet �1- " 71- - - - - 735 730 725 720 715 710 general backlill A new water (or forced sewer) main shall be connected to an existing main by a wet tap. 6" stone s: Frederick Water shall furnish all needed material and make the tap. SHEET: location marker 24" select 4 °i meter interface unit 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick backtilt Water's roadway box° 2" CTS polyethylene L12" All backfill to be compacted to 95% W =) H 7. of ASTM D698 maximum density, tubing (PET) 200 psi 48" min. w/ SS inserts at all stone L 12., 6", 8" and 12" STANDARD 725 general backfill Before a permanent meter is installed: general backfill •�� 81 8 - location /� 24" select location marker 24" select installation is in an area having a high groundwater table, the marker PC backfill D backfill 720 concrete concrete pad 18" dia. x 6" deep finished grade /r stone { l DE a. Frederick Water shall furnish and install: - 12" 6, 1. all %'V/4", 3/4", 1", 1Y" and 2" water services. O 1/2 0, D, 2. all sewer services. 1/2 O.D. 6" stone ! y 715 1. coordinate (or have the contractor coordinate) the location of the service lateral 48" min. valve box be bevel gear type L 6" L grade concrete stone 12" CONCRETE CRADLE CONCRETE ARCH adjustable valve box general backfill 2" min. - 6 max. saddle with corporation stop .. $" 8" location marker 24" select water main COVER valve box backfill type N screw type adjustable valve box ball valve curb stop with PJ adaptor ° ' < 8" ff " M N. CLR. ° — 60" min. concrete 6" above top of base locator marker CONCRETE ENCASEMENT :: over -excavation ::.:::._:.::::::.:.... valve TRENCH & BEDDING stone cloth - -1- MAR 18 735 730 725 720 715 710 10+00 11+00 12+00 WATERLINE PROFILE SCALE: HORIZONTAL: 1' = 50% VERTICAL: 1" = 5' FREDERICK WATER CONSTRUCTION NOTES 1. The Frederick Water Water and Sewer Standards and Specifications are available at www.frederickwater.com. 2. The contractor shall adhere to Frederick Water's standards and specifications in effect at the time of construction. 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. rIA10 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. 6" stone s: Frederick Water shall furnish all needed material and make the tap. SHEET: Z An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made. 4 °i meter interface unit 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick 730 Water's roadway box° 2" CTS polyethylene bracket furnished by 27'-29" T T ` FCSA and installed by inspector. W =) H 7. Frederick Water's maintenance division shall furnish and install all water meters though 2 inch in tubing (PET) 200 psi 48" min. w/ SS inserts at all size. 6", 8" and 12" It is the contractor's responsibility to have the meter box assembly installed correctly. 725 CL Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. Weep holes shall not be subject to being submerged. If connections b. The frame and cover shall be set to final grade. EXISTING c. The distance between the top of the cover and the coppersetter shall be between 18 and installation is in an area having a high groundwater table, the PR PC SE D d. All components of the meter box assembly shall be in proper working order. 720 GRADE concrete pad 18" dia. x 6" deep finished grade /r For services that connect to existing lines: GR I DE a. Frederick Water shall furnish and install: F O C) Z 1. all %'V/4", 3/4", 1", 1Y" and 2" water services. O No 2. all sewer services. ..... 6" stone screw type adjustable Note: valve shall 6" stone b. The owner/developer shall: 715 1. coordinate (or have the contractor coordinate) the location of the service lateral 48" min. valve box be bevel gear type screw type with Frederick Water's engineering assistant. grade 2. submit an Application for Service and pay the required fees. MIN. adjustable valve box Note: valve shall 2" min. - 6 max. saddle with corporation stop PJ X FIP coupling and copper wire for line tracing, P � 9 MIP plastic taped at 10 foot intervals P Pug be spur ear P g 6" stone water main COVER valve box valve box adaptor type N screw type adjustable valve box ball valve curb stop with PJ adaptor ° ' ff " M N. CLR. ° — 60" min. above top of base locator marker :: over -excavation ::.:::._:.::::::.:.... valve M stone cloth - NOTES: : : : .................... r` ..............:.:..:..:.:...............:....:............:......:. .............................�stone restrained min joint: stone restraints 1. W at r service crossingstreet shall be encased in SCH 40 PVC or SDR 21 pipe. The piping shall DI run from one foot beyond sidewalk across street y 8"x 8"x 16 to one foot beyond sidewalk. solid block " SAN. SE W. 8" J N 0 2. Install 12 gauge solid insulated copper wire (for line tracing) N N 8"x 8"x 16'from solid block a_ 0 -- ----------- mechanical joint corp. stop to into the meter box [ wrap wire around stop; wire to be ed to to of PET at 10 foot corp.P• P; P P . , ..:,s tee Q fn swivel with 6" branch angle ball valve; terminate with 12'tail piece]. Water oa fD .0. X..$. X. •'.::::'..... ... ;.:::-:_::•: ........... U- ::::.::::.::::::............................ (typical) ...E rc xceeslfif::it:::.:::::::::soC! THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE O > 1 %2' AND 2" X ~ O METER INSTALLATION -5- APR 09 -s- APR 09 W 000 N 00 cc OX O O O O O Oco CY + + + 10+00 11+00 12+00 WATERLINE PROFILE SCALE: HORIZONTAL: 1' = 50% VERTICAL: 1" = 5' FREDERICK WATER CONSTRUCTION NOTES 1. The Frederick Water Water and Sewer Standards and Specifications are available at www.frederickwater.com. 2. The contractor shall adhere to Frederick Water's standards and specifications in effect at the time of construction. 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. rIA10 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as 710 required). The assembly must meet ASSE standard number 1015 or 1013. concrete pad 18" dia. x 6" deep finished grade 6" stone screw type adjustable valve box 48" min. valve box location marker adaptor joint valve restrained stone restraints to main ........ ..... ........ ...... ........ i�;; F- 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. 6" stone s: Frederick Water shall furnish all needed material and make the tap. SHEET: Z An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made. 4 °i meter interface unit 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick 730 Water's roadway box° 2" CTS polyethylene bracket furnished by 27'-29" T T ` FCSA and installed by inspector. W =) H 7. Frederick Water's maintenance division shall furnish and install all water meters though 2 inch in tubing (PET) 200 psi 48" min. w/ SS inserts at all size. 6", 8" and 12" It is the contractor's responsibility to have the meter box assembly installed correctly. 725 CL Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. Weep holes shall not be subject to being submerged. If connections b. The frame and cover shall be set to final grade. lY c. The distance between the top of the cover and the coppersetter shall be between 18 and installation is in an area having a high groundwater table, the L0 Lr) 21 inches. 1 w Li -1 lr d. All components of the meter box assembly shall be in proper working order. 720 concrete pad 18" dia. x 6" deep finished grade 8. For services that connect to existing lines: 0 E a. Frederick Water shall furnish and install: F O C) Z 1. all %'V/4", 3/4", 1", 1Y" and 2" water services. O No 2. all sewer services. ..... 6" stone screw type adjustable Note: valve shall 6" stone b. The owner/developer shall: 715 1. coordinate (or have the contractor coordinate) the location of the service lateral 48" min. valve box be bevel gear type screw type with Frederick Water's engineering assistant. grade 2. submit an Application for Service and pay the required fees. 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as 710 required). The assembly must meet ASSE standard number 1015 or 1013. concrete pad 18" dia. x 6" deep finished grade 6" stone screw type adjustable valve box 48" min. valve box location marker adaptor joint valve restrained stone restraints to main ........ ..... ........ ...... ........ i�;; F- trench width as required 6" dia. schedule 40 steel pipe filled with concrete 3 and painted yellow finished grade 2' �:.•••••• � 18" dia.P 1'-6" concrete encasement e3' CertainTeed Rexus 24" manhole cover no. CDRU60EH 3/a" concrete wedge anchor bolt - 4 ea. 2" adjustment ring with butyl joint sealant on 2" custom setter (meter by FCSA) top and bottom varies atline property standard flat top for see note 3 2' max. ( ) 4' diameter manhole concrete pad 18" dia. x 6" deep finished grade of avement or earth 6" stone s: t+ Y= . t s ............................................ ......................... SHEET: Z ■ 4 °i meter interface unit 18" to 24" 8"x 8"x 16" solid block for 12" valve Q- LJ BOLLARD DETAIL roadway box° 2" CTS polyethylene bracket furnished by 27'-29" T T ` FCSA and installed by (� W =) H m NOTE: tubing (PET) 200 psi 48" min. w/ SS inserts at all ,, 12" contractor + 3' riser section for 4' 6", 8" and 12" CLC) 0W CL 4^° =Q F— C) ~ Weep holes shall not be subject to being submerged. If connections _l _ diameter manhole lY JY installation is in an area having a high groundwater table, the L0 Lr) Elwith cutouts 1 w Li -1 lr Authority's engineer shall be contacted for hydrant relocation. concrete pad 18" dia. x 6" deep finished grade O concrete pad 18" dia. x 6" deep 0 E ° 3'min. F O C) Z O U L� O No 2" min. e ..... 6" stone screw type adjustable Note: valve shall 6" stone :._ 24" min. as required concrete pad 1'-6" dia. x G' deep finished ....... • ... :. � 6" stone solid support bbcks under custom setter 48" min. valve box be bevel gear type screw type grade 12 gauge solid insulated valve restrained to main adjustable valve box Note: valve shall 2" min. - 6 max. saddle with corporation stop PJ X FIP coupling and copper wire for line tracing, P � 9 MIP plastic taped at 10 foot intervals P Pug be spur ear P g 6" stone water main see note 4 valve box valve box adaptor type N screw type adjustable valve box ball valve curb stop with PJ adaptor ° ' stone to be minimum of ti' valve box adaptor (CTS) both ends with 2" gate valve operating nut ° — 60" min. above top of base locator marker :: over -excavation ::.:::._:.::::::.:.... valve stone cloth - NOTES: : : : .................... r` ..............:.:..:..:.:...............:....:............:......:. .............................�stone restrained min joint: stone restraints 1. W at r service crossingstreet shall be encased in SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk across street y 8"x 8"x 16 to one foot beyond sidewalk. solid block 8" ----....... ,. 2. Install 12 gauge solid insulated copper wire (for line tracing) 8"x 8"x 16'from solid block =jx '`i°�:%"?%>. -- ----------- mechanical joint corp. stop to into the meter box [ wrap wire around stop; wire to be ed to to of PET at 10 foot corp.P• P; P P . , ..:,s tee intervals; come up into meter box; wrap around bottom of swivel with 6" branch angle ball valve; terminate with 12'tail piece]. Water Forced Sewer .0. X..$. X. •'.::::'..... ... ;.:::-:_::•: ........... CUTOUT DETAIL ::::.::::.::::::............................ (typical) ...E rc xceeslfif::it:::.:::::::::soC! THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 16",18", 20" and 24" 1 %2' AND 2" GATE VALVE FIRE HYDRANT ASSEMBLY METER INSTALLATION -5- APR 09 -s- APR 09 -9- FEB 09 40 10. All fire lines must have backflow prevention assembly (detector double check valve of RPZ, as required). The assembly shall meet ASSE standard number 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. 11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its b. fire service line's backflow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents must be received before substantial completion is issued and water meters released. Scale in Feet �o „► ..m mut r..° awaWAMR&P a. '0 'w w" ii *9- 1W a* tp p ® w'YG s a dW •.. PRESSURE REDUCING STATION SHENANDOAH GAS TRUCK ACCESS EXHIBIT LLI Z W Q ■ 00 ZV V-- :5 Z ■ J o SHEET: Z ■ N N ,^ w c / rw Q- LJ 0- O Z Z (� W =) H m cn 6 WOWU N N `j u)C6 CLC) 0W CL Lu =Q F— C) ~ ZiW D m LL- lY JY > ■ JOB NO.: 1808023 SCALE: DATE: ■ J o SHEET: 6/10 ■ N E lJJ o N M N N `j u)C6 Lj oQ I I N N N �( W �_f�� JY > L0 Lr) 1 w Li -1 lr 2 O WQ f W Q=_aN.= E O C) Z O U L� O ZU ~ W r- 00 v i a O V O WI 0 11 0 fn Z J W W U) Z_ Z O O Z U w �ti"rx of o � J HN C. LEWIS 9 ic. No. 021621 O �'�S C SI E� '� - ONAL - SURVEY: C.I.: P—L NA DRAWN BY: P—L JOB NO.: 1808023 SCALE: DATE: SHOWN 11/16/18 SHEET: 6/10 NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2'1 HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED 4" MULCH 3" SAUCER AROUND TREE ---�_ EXISTING GRADE SOIL MIX TREE PLANTING SECTION MH TOP=718.66' / y 5" PVC /n=713.70' /- \ / 12" PVC /n=71,3.61' 24 " RCP /n=712..30' \ _Out=712. 31 ' I ' I Ex. 205.99-18"o ® 157JX - - -`- 1 \ o � �0-7m ® I \ / C II I i / / I I TO -7 12" PVC 4.24' In o I 1 TC 6" PVC 14.24' 1 QP t= 1,J 48' _ 0 E oyn 7 I \ 4p�. 7.65' � " TOP_ 71 71 51� � 15 �2 / I I 1 6" PV /n=7f4.39' )TC 26PP Dut= f4.61' / x 2%� 12" C Out -714.09 75' BRL I 11 \{ I TOPP--X719.6 71L9 11' (Ex. B/dg.) I T 6" PVC /n=708.90 �---------- --- If TO_7g2g4.>/n=708..34' F 05.62' I I Out=708.20' _ -71 Ex 22724 -8 PVC 0 1.008__- - TC 0Z OZL T I I 777 L 4- '7 _ / � / / / � X38 AN 196• / �1, � '` _________ _._ 9' 1 \ T TC It T TC I ; T PROPOSED BUILDING E T� �- - w \ �. $89333 SF FF=__7Zk.50 TC QZ J a- a. U Z 1M1 Ill APPROXIMATE EXISTING GRADE / / H IGHT= 0 / �- / / \00 TC Z Q \ ofcop L 0�- Q �t 1TC j i Q a- qk- RB / , 0 (n ., CU �t �-- -----� - X W TC g / \ F CL 0 / \ 0 Z Z 1i(n U m ❑ TC m 36±" BERM ABOVE TOP PAVEMENT \ t D WY PARKING LOT BERM DETAIL 011. 1111111111111111111 --1 NN. I , . LANDSCAPE REQUIREMENTS: Parcel Greenspace Required: 25% Parcel Greenspace Provided: 78.2% Proposed Impervious Areas: Roof Area= 88,333 sq. ft. Auto Parking Area= 40,685 sq. ft. Access & Truck Area= 104.596 sq. ft. Total Impervious Area= 233,641 Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2000 sf of parking up to 100,000 sf 100,000/2000=50 trees (1) Tree per 5000 sf of parking over 100,000 sf 45,281/5000=29 trees Required Trees: 79 trees Provided Trees: 79 trees Interior Areas: (1) Tree Per 10 Parking Spaces Trees Required: 83 spaces/10= 9 trees Trees Provided: 9 trees 5% Interior Greenspace Required: 40,685 sq. ft. x .05= 2,034 sq. ft. Provided Interior Greenspace: 5.72% or 2,326 sq. ft. Headlight Berm: 36" screen berm provided. Zoning District Buffers/Screening: M1 against M1: no buffer required M1 against RP: Category C buffer required Provided: 350' inactive & 50' active buffer no screen(see Sheet 1 for distance buffer) PLANT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING AS 9 Acer saccharum 'Fairview' Fairview Sugar Maple 2" Cal. See Plans PA 21 Prunus americana American Plumb 2" Cal. See Plans QP 29 Quercus palustris Pin Oak 2" Cal. See Plans TC 29 Tilia cordata Littleleaf Linden 2" Cal. See Plans 1808023 SCALE: DATE: SHOWN 11/9/18 SHEET: CE1 QP 1 P 1 \ \ \ \ { I I lro 4 11 TC f I \ " TOP -7 8. �, �{ O \ \ 1 TO24" RCP /n=70 P= 8.5� 15 RCP /n _ 13 PA - - --- _.�- -_-_ _ _ _-_-- _-. 6"P_VC t=7f RCP In f l.. _ _. __ .3. N \ \ P RCP f. - 4" �t=702.9 _ - -.-_ -._ W v -W • �s _ P 5 N i to \ _ 10 � � N � `I 3 \ \\ \ W \\ \ Q \ 12Q , i►L " �C� ^ \ \ \ }� 1 Ex. 316.91 -24 0 ® 2.29.8' W pO v \ -- - \ \ \ \ \ t 36 722 J w a� \--\ � " HIGH B\ U I__Ex. 17 '_2 " ® .6278VW) osc 'O36W 1< _. LLI 2 - Ld 0 0 40 12 ao LANDSCAPE INSTALLATION: Scale in Feet 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 ` E • conflicts with the layout shown on the plan. F F LI 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 , t' the Owner at time of bidding., t PARK1 G PERIMETER=9 3. All materials are subject to approval by the Owner or Owners 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 accordingto the American Association of Nurserymen. ! F ry 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 e e e e e 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 1 ® ® ® Q ® 0 ® a 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 same bed. Grade finished planting beds so as not to impede surface drainage. 1 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 tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 31 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. 1 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. 1 `. INTERIOR GREENSPACE 14. All existing plant materials shall remain unless otherwise noted on these plans. • 15. All plantings must conform to sec. 165-203.01 of the Frederick County Zoning Ordinance. a a 16. No trees or shrubs shall be placed on Frederick Water easements. f 1"0%L 10s J LANDSCAPE AREAS EXHIBIT C� 0 z J W Dw O Z LLI OF f' j�P o���AI,TH o � C. LEWIS 9 ic. No. 021621 w� 01.1 `SSIONAL SURVEY: DRAWN BY: JOB NO.: P -L 1808023 SCALE: DATE: SHOWN 11/9/18 SHEET: 7/1 0 Construction Notes: 1. All work and materials shall conform to the current standards of Frederick County, Virginia, the regulations of the Americans with Disabilities Act, where applicable, and all applicable codes. 2. Erosion and sediment control shall conform to the standards and specifications of the Commonwealth of Virginia, where applicable. 3. It shall be the responsibility of the Contractor to notify "Miss Utility" at 811 at least two (2) working days, but not more than ten (10) days prior to commencement of any land disturbing activity. 4. No disturbed areas shall be denuded more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 5. 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 will be the responsibility of the Contractor to verify the location of all existing utilities prior to construction. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the Engineer, the owner, and the appropriate utility company. 6. All proposed utilities shall be installed underground. 7. It shall be the responsibility of the Contractor to obtain all permits necessary for construction prior to the commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived from a topographic survey performed by Painter -Lewis, P.L.C. A field survey determined the topographic information which has been based on U.S.C. and G.S. datum and a contour interval of one (1) foot has been established for this project. Contact Painter -Lewis, P.L.C. at 540-662-5792 to establish vertical control for project construction. 9. No soils report was prepared 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 the existing utilities with the appropriate utility company, where applicable. 12. The Contractor shall provide all AS BUILT documents and plans to the regulatory agency requiring such. Erosion and Sediment Control: 1. All Erosion and Sediment Control measures shall be installed prior to any land disturbing activities. All work shall be done in accordance with the current edition of the of Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All work shall be confined to the designated Limits of Construction. 3. 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 be the end of that work day. 4.Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary Erosion 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 needed. 5. The Contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the public R -O -W. If necessary, a trash rack shall be used as part of the Construction Entrance to help in the control of potential mud generated as part of the development of this site. If it is determined that this is not sufficient, then a wash rack shall be installed, as needed. It is the responsibility of the Contractor to maintain clean streets and to allay dust at all times. Paving and Concrete: 1. The proposed main drive aisles and parking areas shall receive the minimum pavement sections, as detailed on the plans. All points of connection with the existing pavement sections shall be graded as required to provide a smooth transition between the pavement sections.. 2. All concrete shall be VDOT classification A-3. All work shall be done in accordance with standard practices. 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. 2. All deleterious materials, demolished debris, and cleared and grubbed materials shall be removed and properly disposed of off-site. 3. All topsoil or vegetative cover shall be excavated to its full depth and stockpiled on-site, if applicable, in the areas as directed by the Owner's representative for future finish grading. 4. All borrow fill material, if necessary, shall be obtained by the Contractor and 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. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the Owner. 6. All landscaped islands, slopes, and lawn areas shall receive a minimum of 4" topsoil obtained off-site or from the topsoil stockpile on site. The topsoil shall be graded and raked, prior to application of permanent vegetative cover. 7. All disturbed lawn areas shall be stabilized by the establishment of permanent turf grass installed in accordance with generally accepted practices. NOT TO SCALE PA W-7MM 0 E �oin�ar GHT 2M AM1091MIRWIT, "I; 'AlO CG -9D EXISTING OR PROPOSED SIDEWALK OR'S1DEWALX SPACE EXPANSION JOINT A-; IDTH OF ENTRANCE & EXPANSION JOINT O' W a� ENTRANCE WIDTH - EXPANSION IOiNT DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT y q HALF PLAN VZ5LU UT rt Vt ZHMANZ,. IIF IF PEDESTRIAN ACCESS ROUTES ARE BEING a a • o " . " . PROVIDED, A MINIMUM 4'TRAVERSABLE WIDTH IS SECTION B"B REQUIRED WITH A MAX. 2'/..CROSS SLOPE, WHEN USED IN CONJUNCTION WITH STANDARD CURB FACE 'ON THIS THE MOUNTABLE) CURB CONI GURATIO ADJUSTED. TO MATCHSOL}+- Q •�{ PA U_RVE C j CURVE - p, A u, _ xx i. `x *O%ITO YOX CHANGE - SECTION C -C' CLASS A3 fH.E.S.l_ CONC., 5' G" f� POINT OF GRADE CHANCE Q, X x 12 X :MAXIMUM INCREASE IN SLOPE AT MWItytUM 10'.INTERVALS x X X-3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8 % .MAXIMUM :DECREASE FOR SUCCEEDING 'MINIMUM 'td' INTERVALS • a • a "' " �" SECTION D -D STANDARD ENTRANCE GUTTERSREFERENCE CE EFE TIO VIRGtNIA.DEPARTMENT OF TRANSPORTATION Sat a WIDTH OF NIN TRA z�z W W,. .�...._.. ..�. . a ACCESS ROUT€' RN N TRAY R LE LIMITS OF PEO STR AN Z CESS ROUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & Z WITHOUT UPAVED SPACE ADDITIONAL RIGHT OF WAY is REO IRED IF THE LIMITS 1,_3 OF PEDESTRIAN ACCESS ROUT£ EXTEND, EXISTING OR PROPOSED MOOT RIGHT,=OF w 15"�jj PEDESTRIAN ACCESS ROUTES FIRM AND IN ^PROVIDE A CONTUOUS , UNOBSTRUCTED, STABLE, SLIP RESISTANT. �. cin�wer �r .,acai^'e NORMAL GUTTER t' -ice Q. . 0 ' °• o4oa'o:a o. o. 0 4o4ao4ot'a4 0.+'> 4.c 4 0. o o• a o' o I 6" AGGREGATE BASE j TYPE I SIZE 21 T2'!, MAX, SLOPE FOR SIDEWALK CURB AND GUTTER BUn.T CONCURRENTLY SECTION A -A )SGE STANDARDS REVISION DATE r - ER PLAN I -III-) I I -III I I I III -III � I I I I � I I I I� ,J� V I I I, -III-) (( III-•�' 6X6 W4.0 X W4.0 WELDED WIRE FABRIC 7" 3500 PSI CONCRETE " COMPACTED VDOT 21-A STONE COMPACTED SUBGRADE CONCRETE PAVEMENT SECTION NOT TO SCALE 1 "0 DOWELL HO -6,-O" FRONT VIEW FINISHED GRADE DETECTABLE EAR WARNING MARKE TAPE (TYP) COMPACTED BACKFILL 3' ECT MATERIAL SCH 40 PVC(TYP) ECT MATERIAL TYPICAL UNDERGROUND COUNDUIT DETAIL NOT TO SCALE MODIFY AS REQUIRED FOR POWER AND COMMUNICATIONS PER PLANS ........................ .. 4" CRUSHED STONE -J J (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) CONCRETE WALK/STOOP DETAIL NOT TO SCALE 1"0 DOWELL HOLE PRE -CAST WHEEL STOP DETAIL NOT TO SCALE CONT #4 R END VIEW PROP. 6' CAR STOP EX. PAVEMENT STRUCTURE 5/8"008" 18" STEEL DOWELL FINAL GRADE DETECTABLE WARNING T) SELECT E t"0/1 "0 160 PSI, 'E K COPPER TUBING FER LINE WATERLINE INSTALLATION D ETAI L NOT TO SCALE » 22 •• 1 » �! . •• a .J . •, : •'. . " 2'-0" CG -6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE ,. • e' .. 2'_0„� CG -6 COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG -6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) a2" 00 CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SURFACE BASE SUBBASE CG -2 HEADER CURB NOT TO SCALE (SEE VDOT (CG -2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) HEAVY 1 1/2" SM -9.5A 3 1/2" BM -25.0 8" 21-B EIIIEEIII= COMPACTED SUBGRADE-----11-111-111 LIGHT 1 1/2" SM -9.5A 2 1/2" BM -25.0 8" 21-B COMPACTED SUBGRADE HEAVY PAVEMENT DETAILS.. ... LIGHT SITE PAVEMENDETAIL NOT TO SCALE NOT TO SCALE APPLY THE HEAVY PAVEMENT SECTION TO THE APPLY THE LIGHT PAVEMENT SECTION TO THE MAIN ACCESS ROAD AND REAR TRUCK PARKING MAIN ACCESS ROADS AND FRONT PARKING AREA -SEE DIAGRAM AREA -SEE DIAGRAM O O J N Q O Z Z Z o U U 17) N�N N Z Z 00 U U w J C0 � Q ZV Z OQ CO CL :*z� Of Z IxcCn�}. o- W CL F - ON WJ H �m�� D� LJ 'IV CL o 0- Z =Q JW LJ �W 0 O m L1_ of a U J O ■ cV LEWIS 9 c. No. 021621 w� E W C:) F- N 0)� O C6 Cfl V) N N P -L U vi d o Q I N N 1808023 SCALE: a CO `D a) d � Of 0 J bi _ @ 4 I -III-) I I -III I I I III -III � I I I I � I I I I� ,J� V I I I, -III-) (( III-•�' 6X6 W4.0 X W4.0 WELDED WIRE FABRIC 7" 3500 PSI CONCRETE " COMPACTED VDOT 21-A STONE COMPACTED SUBGRADE CONCRETE PAVEMENT SECTION NOT TO SCALE 1 "0 DOWELL HO -6,-O" FRONT VIEW FINISHED GRADE DETECTABLE EAR WARNING MARKE TAPE (TYP) COMPACTED BACKFILL 3' ECT MATERIAL SCH 40 PVC(TYP) ECT MATERIAL TYPICAL UNDERGROUND COUNDUIT DETAIL NOT TO SCALE MODIFY AS REQUIRED FOR POWER AND COMMUNICATIONS PER PLANS ........................ .. 4" CRUSHED STONE -J J (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) CONCRETE WALK/STOOP DETAIL NOT TO SCALE 1"0 DOWELL HOLE PRE -CAST WHEEL STOP DETAIL NOT TO SCALE CONT #4 R END VIEW PROP. 6' CAR STOP EX. PAVEMENT STRUCTURE 5/8"008" 18" STEEL DOWELL FINAL GRADE DETECTABLE WARNING T) SELECT E t"0/1 "0 160 PSI, 'E K COPPER TUBING FER LINE WATERLINE INSTALLATION D ETAI L NOT TO SCALE » 22 •• 1 » �! . •• a .J . •, : •'. . " 2'-0" CG -6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE ,. • e' .. 2'_0„� CG -6 COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG -6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) a2" 00 CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SURFACE BASE SUBBASE CG -2 HEADER CURB NOT TO SCALE (SEE VDOT (CG -2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) HEAVY 1 1/2" SM -9.5A 3 1/2" BM -25.0 8" 21-B EIIIEEIII= COMPACTED SUBGRADE-----11-111-111 LIGHT 1 1/2" SM -9.5A 2 1/2" BM -25.0 8" 21-B COMPACTED SUBGRADE HEAVY PAVEMENT DETAILS.. ... LIGHT SITE PAVEMENDETAIL NOT TO SCALE NOT TO SCALE APPLY THE HEAVY PAVEMENT SECTION TO THE APPLY THE LIGHT PAVEMENT SECTION TO THE MAIN ACCESS ROAD AND REAR TRUCK PARKING MAIN ACCESS ROADS AND FRONT PARKING AREA -SEE DIAGRAM AREA -SEE DIAGRAM O O J N Q O Z Z Z o U U 17) N�N N Z Z 00 U U w J C0 � Q ZV Z OQ CO CL :*z� Of Z IxcCn�}. o- W CL F - ON WJ H �m�� D� LJ 'IV CL o 0- Z =Q JW LJ �W 0 O m L1_ of a U J O ■ cV LEWIS 9 c. No. 021621 w� E W C:) F- N 0)� O C6 Cfl V) N N P -L U vi DRAWN BY: o Q I N N 1808023 SCALE: DATE: CO `D a) W00 � Of 0 J bi Ln v @ W U U ~c W W Q2 L E O 0 in C) Z v Z U LL. W 1� Q 00 a �N z� J W JW z� O UJ J C. LEWIS 9 c. No. 021621 w� IONAL SU RVEY: C. I.: P -L NA DRAWN BY: JOB NO.: P -L 1808023 SCALE: DATE: SHOWN 11/16/18 X0.0 0 +0.0 +0.1 +. +. +. + 41 +0.6 +o.o +°.1 +°.1 b.3 +0.7 +1.0 1.3 1.8 PROPOSED BUI DING E +2. �.5 Q �t +0.6 +o . 0 b.1 +0.1 +0.3 +0.6 +0.8 +0.9 1.5 V 3 3 r +1 • +1.3 b � 3 3 � b.5 +0 +0.0 .1 +0.1 +0.3 +0.5 b.7 +0.8 41.5 0 �1. +l .1 b +0.5 b.0 +0.1 ' + + + +1.7=724 + b.7 +0.0 +0.1 +0.1 +0.3 +0.7 +1.0 +1.3 +1.8 +2. +1.5 +l +0.6 +0.0 +0.1 b.1 +0.3 +0.6 +0.8 +0.9 41.5 41. 41.3 b b.5 +0.0 +0.1 b.1 +0.3 +o.5 +0.7 +0.8 41.5 41. +1.1 +0 +0.5 +0.0 +0.1 E0.1 +0.3 +0.7 +1.0 +1.3 +2.0 +2. 41.7 +1 + 0.7 +0.0 +0.0 +0.1 +0.3 +0.7 +1.0 41.2 41.7 +2. +1.5 +1 +0.6 +0.0 b . o +0.1 +0.2 +0.5 +0.7 +0.8 +1.4 41. 41.3 b 0.5 b . 0 +0.0 +0.1 b.2 +0.4 +0.5 +0.6 +1.2 +1. +1.1 b 0.5 +0.0 b . 0 +0.1 b.2 +0.4 +0.7 +0.9 +1.4 +2. 3 +1.7 41 F 0.6 + + + + + + + + + + + + 0.0 0.0 0.1 0.2 0.4 0.5 0.8 1.3 2 3 .2 +2. 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OPTIONAL INTEGRAL MOTION SENSOR - Passive infrared motion sensor activates switching of luminaire light levels. High level light is activated when passersby enter target zone and increased to full bright in 1-2 seconds. Low light level (30% of maximum drive current) is activated when target zone is absent of motion activity for 5 minutes and is gradually ramped down (10 seconds) to low level. Sensor detection range 1100 horizontal x 930 vertical x 10 meters maximum distance. Z EXPECTED LIFE - Minimum 60,000 hours to 100,000 hours depending upon the ambient J temperature of the installation location. See LSI web site for specific guidance. 0- LEDS - Available with 28 or 48 select high -brightness LEDs in Cool White (5000K) or Neutral DOE LIGHTING FACTS White (4000K) color temperature, 70 CRI. L Department of Energy has verified representative product test OPTICSIDISTRIBUTIONS - Ultra-high efficiency reflectors provide three distributions. Choose Z data and results in accordance with its Lighting Facts Program, from Wide Throw (WT), Forward Throw (FT) or Wall Wash (WW). Visit www.lightingfacts.com for specific catalog strings. HOUSING - The aerodynamic aluminum housing is a rectangular shape. All mounting hardware is stainless steel or electro -zinc plated steel. Housing and optical unit are sealed J LIGHT OUTPUT -XGBWM3 with extruded silicone gasket; supply conductors with molded EPDM bushing. Distribution/Lumens (Nominal) OPTICAL UNIT - Clear tempered optical -grade flat glass lens sealed to the aluminum optic Milliamps # of LEDs Type -FT Type WTTType WW watts housing creates an IP67 rated unit. Pressure stabilizing breather allows super -tight za-_ 2a7s 2902 30,32 3032 _3g _ protection while preventing cycling from building up internal pressures and vacuums that 3 48 �4855� 4931 5038 55 can stress optical unit seals. o 7g 28 3522 1 3542 3720 44 J --- - } --- --- -- --- A --- ---- --- WALL MOUNTING - Galvanized steel universal wall mounting plate easily mounts directly to e 48 5900 I 5972 6115 fi 72 4" octagonal or square junction box. EPDM gasket is supplied to be installed between _28 27$71 2792 2898 1 34 mounting plate and junction box, sealing junction box from entrance of water. Universal 3 48 4553 1 4660 4555 1 55 plate permits fixture to be mounted in uplighting (indoor only) or downlighting position. E 28 3377 3369 3517 44 --- - - 5. - ---- -_--- _ POLE MOUNTING - XPMA for square or XPMAR for round allows mounting to poles in 48 5453 5562 � 5452 72 ( ) ( ) 9 LED Chips are frequently updated therefore values may increase. single and D180 configurations. Use with 3" reduced drilling pattern. co ELECTRICAL - Two-stage surge protection (including separate surge protection built into T_ Q electronic driver) meets IEEE C62.41.2-2002, Location Category C. Available with universal Z V I Z voltage power supply 120-277VAC (50/60Hz input) or 347-480VAC. 0 0 DRIVER - Available in 350mA and 450mA drive currents (Drive currents are factory � Q Of programmed). Components are fully encased in potting material for moisture resistance. Q - Driver complies with IEC and FCC standards. Driver can be easily accessed and removed. Z i This product, or selected versions of this product, meet the EMERGENCY OPTIONS - Integral emergency battery -back-up options are available. BB option 0J standards listed below. Please consult factory for your specific operates in 0°C to 60°C ambient temperature and CWBB operates in -20°C to 60°C W CnLLI Z requirements. ambient temperature. When primary AC power failure occurs, both options operate 10 C L ® - 1 U n- LEDs for minimum of 90 minutes. 0 Z W Z lio- ' ` Intertek t wet location OPERATING TEMPERATURE - -40°C to +50°C (-40°F to +122°F) V ' 0 FINISH - Fixtures are finished with LSPs DuraGrip® polyester powder coat finishing process. m (n 0 ARRA IP67 RHS The DuraGrip finish withstands extreme weather changes without cracking or peeling. _ Funding Compliant t.'OMPUANT DECAL STRIPING - Optional color -coordinated decals in 9 standard colors to accent the fixture. LTJ Y Decals are guaranteed for five years against peeling, cracking, or fading. CK V WARRANTY - LSI LED fixtures carry a limited 5 -year warranty. n- C) Z W ZE PHOTOMETRICS - Please visit our web site at www.isi-industries.com for detailed photometric LJJ CL Q Q data = UJ SHIPPING WEIGHT (in carton) - 31 IbsJ14Kg Of w _JOf LISTING - ETL listed to ANSI/UL 1598. UL8750 and other U.S. and international safetyO m LL_ standards. Suitable for wet locations in downlight position. For a list of the specific products in this series that are DLC listed, please consult the LED Lighting section of our website or the Design Lights website at www.designlights.org. ■ Project Name 1 Fixture Type 1 07/28/16 © 2016 J O Catalog # I LSI INDUSTRIES INC. ■ N a � 0 0) N C6N N 11 N Ld O Q tD ( N W �a J W'vv� N 1 w IY 2 LLI CJ ~ C Of w s E o W Q= 0- in- FO v_ � LL U E U Z Z LLJr- Calculation Summary Label CalcType Units Avg Max Min Max/Avg .,.v ,,.v v.v ,,.v v.v v.v V.V V.V U.0 V.0 U.0 U.V U.0 V.V U.0 V.V U.0 U.0 U.0 U.0 U.0 U.0 3.2 0.0 5.82 20 FT 0.800 44 3523 LSI INDUSTRIES, INC XGBWM3-F7-LED-28-450-CW-UE B1 -U0 -G1 +0.0 +0.0 +0.0 b.0 + +0.0 +0.0 +0.0 +0.0 +0.0 '0.0 '0.0 +0.0 +0.0 b.o b.o +0.0 +0.0 b.0 b.0 b. +0.0 +0.0 +0.0 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0 +0.0 +0.0 +0. +0.0 +0.0 +0.1 .1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0 b.0 +0.0 +0 . +0.1 +0.1 +0.1 .2 +0.2 +0.2 +0 + . 3 +0 + . 3 +0.3 +0.3 +0.3 +0.3 +0 + . 3 +0 + +V. 3 +0.3 10. + +0 + .3 +0 + .3 +0.3 +0.3 +0.3 +0.3 +0 + .3 +0 + .3 +0.3 +0.3 +0.3 +0.2 +0 + .2 +0.2 +0.1 +0 0 +0.1 +0.1 +0.2 .3 +0.4 +0.4 +0 4 +(.6 +0 7 + . 6 +0.5 +0.7 +0.7 +0.6 b 5 + .7 b 7 + 6 10.5 +0.7 10. + .6 0 5 + .7 +0 7 +(.6 +0.5 +0.7 +0.7 +0.6 +0 5 + .7 +0 7 +(.6,0.5 +0.7 +0.7 +0.5 +0 4 + .4 +0.4 +0.3 +0 +0.0 1 10 +0.1 + .1 +0.1 +0.1 +0.2 .4 +0.6 +0.6 +0 6 +C.9 +1 0 +C.8 +0.7 +1.0 +1.0 +0.8 +0 7 + . 0 +1 0 +C 6 +0 7 +1.0 + + .8 0 7 + .0 +1 0 +(.8 +0.7 +1.0 +1.0 +0.8 +0 7 + .0 +1 0 t.8 +0.7 +1.0 +1.0 +0.7 +0 5 t.6 +0.5 +0.3 +0 b.0 +0.1 + 0. .1 + 0.1 + 0.2 + 0.3 .5 + 0.7 + 0.7 + 0 7 + .2 2+ 1 2 + .9 + 0.8 + 1.3 3+ 1.2 + 0.9 + 0 8 + .3 4+ 1 2 + + 0 8 + 5+ 1.311. + .9 0 8 + 6+ .3 1 2 + .9 + 0.8 + 7+ 1.3 1.2 + 0.9 + +0,8 + 8+ .3 1 2 + .9 + 0.8 + 9+ 1.2 1.2 + 0.9 + 0 6 + .9 + 0.6 + 0.4 + 0 +0,0 +0.1 b . +0.1 +0.2 +0.3 +0.5 .8 +1.0 +1.1 +1 3 + . 9 +1 7 + . 5 +1.4 + 7 +1.5 41 4 + . 0 41 7 + 41 4 2.0 5 4 + . 0 +1 7 .5 41.4 + 7 41.5 41 4 + . 0 41 7 .5 41.4 + 7 41.4 +1 2 + . 5 +0. 9 +0. 6 +0 +0.0 A +0.2 + .1 +0.2 +0.3 +0.4 +0.4 +0.6 b . +0.4 +0 0• +0.3 0.0 0.1 +0.2 +0.4 +0.6 +0.8 +1.2 +1. +0.9 +0 0.0 +0.3 . 0 +0.1 +0.2 +0.4 +0.6 +0.6 +l .1 +1.0 +0 0.0 +0.3 0.0 + .0 +0.1 +0.2 +0.4 +0.6 +0.7 +1.3 +1. +1.0 +0 .0 +0.4 0.0 + +0.0X0.1 0.3 0.7 1.0 1.3 1.9 -2. 5 1.6 41 .0 +0.6 .0 .0 +0.1 +0.1 +0.3 +0.7 +1.0 +1.3 +1.8 +2 . 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OPTIONAL INTEGRAL MOTION SENSOR - Passive infrared motion sensor activates switching of luminaire light levels. High level light is activated when passersby enter target zone and increased to full bright in 1-2 seconds. Low light level (30% of maximum drive current) is activated when target zone is absent of motion activity for 5 minutes and is gradually ramped down (10 seconds) to low level. Sensor detection range 1100 horizontal x 930 vertical x 10 meters maximum distance. Z EXPECTED LIFE - Minimum 60,000 hours to 100,000 hours depending upon the ambient J temperature of the installation location. See LSI web site for specific guidance. 0- LEDS - Available with 28 or 48 select high -brightness LEDs in Cool White (5000K) or Neutral DOE LIGHTING FACTS White (4000K) color temperature, 70 CRI. L Department of Energy has verified representative product test OPTICSIDISTRIBUTIONS - Ultra-high efficiency reflectors provide three distributions. Choose Z data and results in accordance with its Lighting Facts Program, from Wide Throw (WT), Forward Throw (FT) or Wall Wash (WW). Visit www.lightingfacts.com for specific catalog strings. HOUSING - The aerodynamic aluminum housing is a rectangular shape. All mounting hardware is stainless steel or electro -zinc plated steel. Housing and optical unit are sealed J LIGHT OUTPUT -XGBWM3 with extruded silicone gasket; supply conductors with molded EPDM bushing. Distribution/Lumens (Nominal) OPTICAL UNIT - Clear tempered optical -grade flat glass lens sealed to the aluminum optic Milliamps # of LEDs Type -FT Type WTTType WW watts housing creates an IP67 rated unit. Pressure stabilizing breather allows super -tight za-_ 2a7s 2902 30,32 3032 _3g _ protection while preventing cycling from building up internal pressures and vacuums that 3 48 �4855� 4931 5038 55 can stress optical unit seals. o 7g 28 3522 1 3542 3720 44 J --- - } --- --- -- --- A --- ---- --- WALL MOUNTING - Galvanized steel universal wall mounting plate easily mounts directly to e 48 5900 I 5972 6115 fi 72 4" octagonal or square junction box. EPDM gasket is supplied to be installed between _28 27$71 2792 2898 1 34 mounting plate and junction box, sealing junction box from entrance of water. Universal 3 48 4553 1 4660 4555 1 55 plate permits fixture to be mounted in uplighting (indoor only) or downlighting position. E 28 3377 3369 3517 44 --- - - 5. - ---- -_--- _ POLE MOUNTING - XPMA for square or XPMAR for round allows mounting to poles in 48 5453 5562 � 5452 72 ( ) ( ) 9 LED Chips are frequently updated therefore values may increase. single and D180 configurations. Use with 3" reduced drilling pattern. co ELECTRICAL - Two-stage surge protection (including separate surge protection built into T_ Q electronic driver) meets IEEE C62.41.2-2002, Location Category C. Available with universal Z V I Z voltage power supply 120-277VAC (50/60Hz input) or 347-480VAC. 0 0 DRIVER - Available in 350mA and 450mA drive currents (Drive currents are factory � Q Of programmed). Components are fully encased in potting material for moisture resistance. Q - Driver complies with IEC and FCC standards. Driver can be easily accessed and removed. Z i This product, or selected versions of this product, meet the EMERGENCY OPTIONS - Integral emergency battery -back-up options are available. BB option 0J standards listed below. Please consult factory for your specific operates in 0°C to 60°C ambient temperature and CWBB operates in -20°C to 60°C W CnLLI Z requirements. ambient temperature. When primary AC power failure occurs, both options operate 10 C L ® - 1 U n- LEDs for minimum of 90 minutes. 0 Z W Z lio- ' ` Intertek t wet location OPERATING TEMPERATURE - -40°C to +50°C (-40°F to +122°F) V ' 0 FINISH - Fixtures are finished with LSPs DuraGrip® polyester powder coat finishing process. m (n 0 ARRA IP67 RHS The DuraGrip finish withstands extreme weather changes without cracking or peeling. _ Funding Compliant t.'OMPUANT DECAL STRIPING - Optional color -coordinated decals in 9 standard colors to accent the fixture. LTJ Y Decals are guaranteed for five years against peeling, cracking, or fading. CK V WARRANTY - LSI LED fixtures carry a limited 5 -year warranty. n- C) Z W ZE PHOTOMETRICS - Please visit our web site at www.isi-industries.com for detailed photometric LJJ CL Q Q data = UJ SHIPPING WEIGHT (in carton) - 31 IbsJ14Kg Of w _JOf LISTING - ETL listed to ANSI/UL 1598. UL8750 and other U.S. and international safetyO m LL_ standards. Suitable for wet locations in downlight position. For a list of the specific products in this series that are DLC listed, please consult the LED Lighting section of our website or the Design Lights website at www.designlights.org. ■ Project Name 1 Fixture Type 1 07/28/16 © 2016 J O Catalog # I LSI INDUSTRIES INC. ■ N a � 0 0) N C6N N 11 N Ld O Q tD ( N W �a J W'vv� N 1 w IY 2 LLI CJ ~ C Of w s E o W Q= 0- in- FO v_ � LL U E U Z Z LLJr- Calculation Summary Label CalcType Units Avg Max Min Max/Avg Site Illuminance Fc 0.55 3.2 0.0 5.82 Luminaire Schedule Symbol Qty Label Mounting Ht LLF Lum. Watts Lum. Lumens [MANUFAC] [LUMCAT] BUG Rating 11/16/18 SHEET: 30 A 20 FT 0.800 44 3523 LSI INDUSTRIES, INC XGBWM3-F7-LED-28-450-CW-UE B1 -U0 -G1 O O W O Z O N Z � Jll.l LIJ Z O O 11Z ill (_) kh'SIONAL SURVEY: C. I.: P -L NA DRAWN BY: JOB NO. P -L 1808023 SCALE: DATE: SHOWN 11/16/18 SHEET: 9/10 STND. R1-1 STND. U -CHANNEL POST -----PROP. GROUND STOP 0 V-) \1 STOP SIGN NOT TO SCALE 2" x 18" STND. I�\ 2" x 4" STND. RESERVED • 12"X1 8" PARKING z x LN STND. alLj Cr VAN i — N ACCESSIBLE ; HANNEL M to U 'OST RESERVED �o PENAn s+oo soo I TOW -AWAY ZOIE PARKING ACCESSIBLE ROP. GROUND SIGN HANDICAP SIGN NOT TO SCALE R1-1 24"X24" OR 30"X30" RESERVED PARKING rENA�n >hoo-soo TOW -AWAY ZONE SIiGN SIGN CONCRETE WHEELSTOP a 12" x 18" STND. FND. U -CHANNEL POST PROP. GROUND o NO PARKING FIRE LANE 12"X18" FIRE LANE SIGN NOT TO SCALE 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 O NOTE: R 5' 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 OR OTHERWISE LOCATED 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 "q I X" z 3N II 32113 II ONIA1 ]V� II ON 4\.PAINT 20' OF CURB YELLOW D CENTERED ON FH /� II X z� �Z / I m m O II f�60 __=I l \ / „ oo A/1/ \\ 1 \\ i u Sk ' � t 1 ig,x" Z l 3NVl } 3213 1 ONI"Vd ON S ! � I i I I I77777 XZEA PROPOSED BUILDING E 88,333 SF FF=724.50 HEIGHT=40' �l D X Z %U O rnm PAINT 380' OF CURB YELLOW ALONG DRIVE AISLE, - I�\ 1 N • 12"X1 8" 12"X18" z x ZX XO alLj Cr 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 O NOTE: R 5' 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 OR OTHERWISE LOCATED 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 "q I X" z 3N II 32113 II ONIA1 ]V� II ON 4\.PAINT 20' OF CURB YELLOW D CENTERED ON FH /� II X z� �Z / I m m O II f�60 __=I l \ / „ oo A/1/ \\ 1 \\ i u Sk ' � t 1 ig,x" Z l 3NVl } 3213 1 ONI"Vd ON S ! � I i I I I77777 XZEA PROPOSED BUILDING E 88,333 SF FF=724.50 HEIGHT=40' �l D X Z %U O rnm PAINT 380' OF CURB YELLOW ALONG DRIVE AISLE, - P INT 15OF CURB YELLOW CENTERED ON FH V � D m m z t " WHITE PVMT ;KING TYP PAINT 15' OF CURB YELLOW CENTERED ON RADIUS 50 z x zrn X50 m z F ==F= ='--OD-.. I = i '14 W.. WE 04 w J Z z Za.g gw a IIS � o zaz N N 00- Ld LLL. J 00 Q 1 N • 12"X1 8" 12"X18" z x ZX XO alLj Cr °o N (, Ld -n H RESERVED M to U RESERVED �o 12"X18" I O0ER PARKING olo PARKING N Q J 12"X18" NCO (n N , Lo U I N RESERVED PARKING RESERVED PARKING VAN W �iY�,fa VAN W' vv0 � J CCESSIBL CCESSIBL . O VAN CCESSIBL W w a = VAN i PENALTY =100-500 w U Z OO PENALTY =100-500 ZLLJ U CCESSIBL 4. TOW AWAY ZONE TOW -AWAY ZONE 00 a 12"X4" 12"X4" PENALTY $100-500 Tow -AWAY ZONE PENALTY fioo-Soo TOW -AWAY ZONE 12"X4' " 12" XLL .: z P INT 15OF CURB YELLOW CENTERED ON FH V � D m m z t " WHITE PVMT ;KING TYP PAINT 15' OF CURB YELLOW CENTERED ON RADIUS 50 z x zrn X50 m z F ==F= ='--OD-.. I = i '14 W.. WE 04 w J Z z Za.g gw a IIS � o zaz N N 00- Ld LLL. J V) z J w �w ZO MLL OZ I 00 Q 1 V_ z 0 M ap �Q�� z O rn O Q }w (cn alLj Cr OZ z N (, Ld -n H M to U FW �o wU I O0ER a- zw W olo ,) N Q J 3 m NCO (n N , Lo V) z J w �w ZO MLL OZ I ■ 1 J O o � U C. LEWIS ■ N w� 04 a �o IONAL I E P -L 2' � ,) P—L 1808023 ■� C5 NCO (n N , Lo U I N 0 W �iY�,fa W' vv0 J E O W w a = L cL w U Z OO O E ZLLJ U Q 00 a V) z J w �w ZO MLL OZ I TH 1 � o � U C. LEWIS No. 021621 w� 04 IONAL I SURVEY: C.I.: P -L 2' DRAWN BY: JOB NO.: P—L 1808023 SCALE: DATE: SHOWN 11/9/18 SHEET: 1 0/