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HomeMy WebLinkAbout17-04 Middletown Site No. 1410 - Telecommunications - Opequon - BackfileOWNER: CROWN CASTLE ATLANTIC LLC 4700 CORRIDOR PLACE, SUITE D BELTSVILLE, MD 20705 SITE I.D.#: 1410 SITE NAME: MIDDLETOWN APPLICANT: CINGULAR WIRELESS 7150 STANDARD DRIVE HANOVER, MD 21076 SITE ADDRESS: 824 PEACE &PLENTY LANEI STEPHENS CITY, VA 22655 COUNTY: FREDERICK LATITUDE: 390 3' 56.8"N LONGITUDE: 78° 13' 42.4"W ZONING JURISDICTION: FREDERICK COUNTY AREA OF CONSTRUCTION: f 1250 s.f. MAGISTERIAL DISTRICT: OPEQUON ENGINEER: CLOUGH HARBOUR & ASSOCIATES LLP 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CONTACT: WILLIAM L. RUCH III, P.E. PHONE: (804) 897-3564 FROM STANDARD DR TURN (L) ONTO PARKWAY DR. TURN (R) ONTO PARK CIRCLE DR. PARK CIRCLE BECOMES COCA COLA DR. MERGE ONTO MD-100 (W). MERGE ONTO US-29 (N). MERGE ONTO 1-70 (W). MERGE ONTO US-340 (W) EXIT 52, MERGE ONTO US-340 (S). MERGE ONTO VA-7 (W). MERGE ONTO 1-81 (S). TAKE THE VA-277 EXIT 307. TURN (R) ONTO VA-277/VA-631 /FAIRFAX PIKE. TURN (R) ONTO TOWN RUN LN/VA-1012. THIS PROJECT WILL INSTALL ADDITIONAL TELECOMMUNICATIONS EQUIPMENT AT AN EXISTING TELECOMMUNICATIONS SITE. NINE ANTENNAS WILL BE ADDED TO THE TOWER. ONE 10'x20' EQUIPMENT SHELTER WILL BE ADDED TO THE SITE. ASSOCIATED POWER AND TELEPHONE CIRCUITS WILL BE ADDED WITHIN THE SITE. 11 PROJECT NAME:0 PROJECT TYPE: titi pdw-��JWAd4IS104 APPROVAL SIGNATURE DATE APPROVED BY ZONING ADMINSTRATOR COmLOCATION ON EXISTING COMMUNICATON TOWER 224 PEACE & PLENTY LANE STEPHENS Awl"'mr1luBe Imomm Stephens City Exit 307 ,�O v �o S,/ SITE LOCATION pPQ cP 8, �n SCALE: 1 " = 2000' VA-277 FEair-Pax Pike 0 �C� u� PROJECT CONTACTS CINGULAR REPRESENTATIVE TOWER OWNER CONTACT — CROWN CASTLE DON CORBIN CONSTRUCTION MANAGER CHA PROJECT MANAGER (410)-262-5119 don.corbin@cingular.com9,31-7341 ELECTRICAL COMPANY WILLIAM L. RUCH III ASSOCIATE CINGULAR CONSTRUCTION MANAGER (804) 897-3564 wruch@cha—Ilp.com ALLEGHENY TELEPHONE COMPANY DON CORBIN CONSTRUCTION MANAGER (410)-262-5119 don.corbin@cingular.com VERIZON I Ll Fil:TIR mo ff!,7wT1T1,TA I DRAWING INDEX SHEET N0: SHEET TITLE REVISION HISTORY N0: DATE T01 TITLE SHEET 0 03 / 09 / 04 1 BOUNDRY SURVEY 0 02 / 26 / 04 2 TOPOGRAPHIC SURVEY 0 02 / 26 / 04 3 TOPOGRAPHIC SURVEY 0 02 / 26 f 04 C01 SITE PLAN 0 03 / 09 / 04 CO2 TOWER ELEVATION & RF SCHEDULE 0 03 / 09 f 04 CO3 SEDIMENT &EROSION CONTROL NOTES 0 03 / 09 / 04 C04 SEDIMENT &EROSION CONTROL PLAN 0 03 / 09 / 04 11110 NOT CONTRACTOR SHALL VEI�II- Y ',,l I-ri "'N 1 EXISTING DIMENSIONS & CONDITIONS ON THE JOH `>1 II IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF AN'!' I ONICIES BEFORE PROCEEDING WITH THE WORK Ok' ! i7r_`_ I I rINSIBLE FOR SAME m i_1 1!_1 1Y OF VIRGINIA VE BIG, CALL BEFORE YOU D I III 1° r� h Ittt � I en III II,«linns r i IIII I I ��,�i I I q� i II I IIII u, I. I n I o I it I •'.II I.IL.�,I onntini II aeg I NI n1jil IIII Iruml II °� I•II II I IIII I' Illi I I��url III m,.� IIII �u I� Ilo.,t I 4-n«ml � III I I I I161 �I I I -�64 X cingular TM WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 VelociTel CH IA DRAWING COPYRIGHT © 2004 CLOUGH, HARBOUR & ASSOCIATES LLP ENGINEERS. PLANNERS F LAN❑SCAPE ARCHITECTS 1080C MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1005 — 1601 NO. I SUBMITTAL O 103/09/04 i ISSUED FOR SITE PLAN REVIEW BY: DSS CHK: JDH I APP'D: WLR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1410 SITE NAME: MIDDLETOWN SITE ADDRESS: 824 PEACE & PLENTY LN STEPHENS CITY, VA 22655 FREDERICK COUNTY SHEET TITLE TITLE SHEET SHEET NUMBER IN STEPHENS_ CITY EXIT 307 FAIRFAX PIKE (VA-277) J O` �A a� A RTY oo MAGNE NOR7 GRID NORTH 0' 10" GENERAL NOTES: 1. NO TITLE REPORT WAS PROVIDED® 2. PROPERTY LINE INFORMATION IS COMPILED FROM DEEDS AND PLANS OF RECORD AND IS NOT THE RESULT OF A FULL BOUNDARY SURVEY. 3. THE PROPERTY IS SUBJECT TO ALL RESTRICTIONS AND EASEMENTS OF RECORD INCLUDING UNLOCATED POLELINE EASEMENT (DB302, PG223). 4® ALL UNDERGROUND UTILITIES PRESENTED ON THIS PLAN WERE DETERMINED FROM PLANS OF RECORD AND FIELD EVIDENCE ONLY AND MAY NOT SHOW TRUE LOCATION. 5. TOPOGRAPHY SHOWN HEREON WAS FIELD RUN ON 02/02/04. 6. AREA OF PROPERTIES SHOWN HEREON IS PER ASSESSMENT RECORDS® PLAN DATUM® 1. BEARINGS ON THIS PLAN ARE BASED ON NAD 83 VIRGINIA STATE PLANE GRID, NORTH ZONE. VERTICAL DATUM IS BASED ON NGVD 29. THE U.S. SURVEY FOOT WAS USED TO CONVERT FROM METERS TO FEET (1 METER = 39.37 INCHES) 2. THIS IS TO CERTIFY THAT THE GEOGRAPHICAL LOCATION SHOWN ON THE DRAWING IS ACCURATE TO WITHIN ±50 FT HORIZONTALLY AND ±20 FT VERTICALLY® FLOOD ZONE® ACCORDING TO 0200 B. DATED FLOOD HAZARD FEMA MAP COMMUNITY PANEL #510063 JULY 17, 1978, THIS PARCEL IS IN ZONE C. ®�®®� LEASE AREA 90, 2500 SQ FT ov C Fs 0 25 50 SCALE 1 "=25' 1. 1 TIE LINE FROM VDOT R/W MARKER TO NW CORNER OF LEASE AREA: S 12023'30"E 856. 5' N/F BOYDI, LUCILLE V. & WILLIAM 129 WOOD AVE. WINCHESTER, VA 22601-3027 TAX MAP 85A, PARCEL 20 NO REFERENCE 0.12 ACRE 2. N/F GUARD, BELVA L. 291 SALEM CHURCH ROAD STEPHEN'S CITY, VA 22655-5314 TAX MAP 85A, PARCEL 21 DB299, PG320 0.47 ACRE 3. N/F GUARD, BELVA L. 291 SALEM CHURCH ROAD STEPHEN'S CITY, VA 22655-5314 TAX MAP 85A, PARCEL 22 DB299, PG320 0.35 ACRE 4. N/F GUARD, BELVA L. 291 SALEM CHURCH ROAD STEPHEN'S CITY, VA 22655-5314 TAX MAP 85A, PARCEL 23 DB221, PG295 0.45 ACRE 5. N/F GUARD, BELVA L. 291 SALEM CHURCH ROAD STEPHEN'S CITY, VA 22655-5314 TAX MAP 85A, PARCEL 24 l/ DB221, PG295 1.21 ACRES N/F NURI, I SMET F. & BEVERL Y K. 2731 SALEM CHURCH ROAD STEPHEN'S CITY, VA 22655-5314 TAX MAP 85A, PARCEL 71 NO REFERENCE 3.25 ACRE N57011'56"IN 13.1 N01 °56'29"VI/ N/F COMER, EMILY G. 301 SALEM CHURCH ROAD STEPHEN'S CITY, VA 22655-5315 TAX MAP 85A, PARCEL 72 DB759, PG313 3.00 ACRES y 57,53 W /, 160.750 / VDOT R/W MARKER S42°32'02"E 7.99' N/F CONNER, EMMA H. 529 SALEM CHURCH ROAD STEPHEN'S CITY, VA 22655-5549 TAX MAP 85A, PARCEL 75 NO REFERENCE. 26.37 ACRES N/F TOWER CENTER -TOWER LEG ----------------------- EASEMENT LINE ®- - - - - DEPARTING PROPERTY LINE ------------ GRAVEL ROAD RAMEY, WILLIAM LARRY & ELIZABETH 824 PEACE & PLENTY LANE STEPHENS CITY, VA 22655 TAX MAP 85, PARCEL 60 ry INST #010012005 c�Q� 20.000 ACRES cG s - A.' �o N. t N� N/F SEE, JERRY L. BELINDA G. 307 BUCKINGHAM DRIVE STEPHENS CITY, VA 22655 TAX MAP 85A, PARCEL 134 DB804, PG248 s'no.,_ 13.00 ACRES N/F GUARD, RALPH P. ET AL C/O BETSY G. JENKINS 734 KLINE'S MILL ROAD MIDDLETOWN, VA 22645 TAX MAP 85A, PARCEL 133 INST #010015636 84.50 ACRES 0 200 400 SCALE: 1 "=200' Xcingu- larm WIRELESS 7150 STANDARD DRIVE. HANOVER MD, 21076 CLOUGH, HARBOUR & ASSOCIATES LLP ENGt,�. Fl-wNnf3:s & LANOSCAPE AFI:14T>=cTs 10600 .MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1005 — 1601 CEOMETRICS 0pIIIIa. 236 CAMBRIDGE STREET FREDERICKSBURG, VIRGINIA 22405 (540) 372-3499 NO. SUBMITTAL 02/26/04 FINAL 0 BY: BCL CHK: DAR APP'D: DAR P!o. 1 13 �1- 1q�0 oR- SUR\ 1 ._E� SITE ID: 1410 SITE NAME: MIDDLETOWN SITE ADDRESS: 824 PEACE & PLENTY LN STEPHENS CITY, VA 22655 FREDERICK COUNTY ® SHEET TITLE BOUNDARY SURVEY SHEET NUMBER 1 OF 3 GRID NORTH STEPHEN'S CITY _ 0 25 50 SCALE 1 "=25' TOWER CENTER -�- TOWER LEG - - GRAVEL ROAD X FENCEL,I NE _ SITE CONTROL STATIONS POINT NORTHING EASTING ELEV. DESCRIPTION GPS 1 7071372.27 11559988.46 764.84 RESAR W/ CAP GPS 2- 7071139.05 11560402.16 746.46 RESAR W/ CAP TSNI 1 N/A N/A 763.43 1 "X" ON TOWER LEG GENERAL NOTES: 1® NO TITLE REPORT WAS PROVIDED. 2. PROPERTY LINE INFORMATION IS COMPILED FROM DEEDS AND PLANS OF RECORD AND IS NOT THE RESULT OF A FULL BOUNDARY SURVEY. 3. THE PROPERTY IS SUBJECT TO ALL RESTRICTIONS AND EASEMENTS OF RECORD INCLUDING UNLOCATED POLELINE EASEMENT (DB302, PG223). 4. ALL UNDERGROUND UTILITIES PRESENTED ON THIS PLAN WERE DETERMINED FROM PLANS OF RECORD AND FIELD EVIDENCE ONLY AND MAY NOT SHOW TRUE LOCATION. 5. TOPOGRAPHY SHOWN HEREON WAS FIELD RUN ON 02/02/04. 6. AREA OF PROPERTIES SHOWN HEREON IS PER ASSESSMENT RECORDS® . PLAN DATUM: 1. BEARINGS ON THIS PLAN ARE BASED ON NAD 83 VIRGINIA STATE PLANE GRID, NORTH ZONE. VERTICAL DATUM IS BASED ON NGVD 29. THE U.S. SURVEY FOOT WAS USED TO CONVERT FROM METERS TO FEET (1 METER = 39.37 INCHES) . 2. THIS IS TO CERTIFY THAT THE GEOGRAPHICAL LOCATION SHOWN ON THE DRAWING IS ACCURATE TO WITHIN ±50 FT HORIZONTALLY AND ±20 FT VERTICALLY. ACCORDING TO 0200 B, DATED FLOOD HAZARD COMMUNITY PANEL #510063 1978, THIS PARCEL IS IN Xcingularry WIRELESS 7150 STANDARD DRIVE, HANOVER MO, 21078 C: H7 L_-A 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 - 1005 - 1601 EO M E T R I C S I p i I 1 0 e . 236 CAMBRIDGE STREET FREDERICKSBURG, VIRGINIA 22405 (540) 372-3499 NO. SUBMITTAL 02/26/04 FINAL 0 BY: 8CL CHK: DAR APP'D: DAR SITE ID: 1410 SITE NAME: MIDDLETOWN SITE ADDRESS: 824 PEACE & PLENTY LN STEPHENS CITY, VA 22655 FREDERICK COUNTY SHEET TITLE TOPOGRAPHIC SURVEY SHEET NUMBER w•]= 0 GRID.. w:m X cin gular TM WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 VelOciTel CLOU(3H, HAR®OUR & ASSOCIATES LLP ENGu.E�. PL�s LANPFXZF# ECTS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND. VA 23235 CHA PROJECT NO: 12760 - 1005 - 1601 GE0 E T R I C 3 ara,isms® 236 CAMBRIDGE STREET FREDERICKSBURG, VIRGINIA 22405 (540) 372-3499 NO. SUBMITTAL 02/26/04 FINAL 0 BY: BCL CHK: DAR APP'D: DAR SITE ID: 1410 SITE NAME: MIDDLETOWN SITE ADDRESS: 824 PEACE & PLENTY LN STEPHENS CITY, VA 22655 FREDERICK COUNTY SHEET TITLE TOPOGRAPHIC SURVEY SHEET NUMBER 30F3 APPROX. TRUE APPR�� N MAC N PROPOSED CINGULAR 4' 0 " MAN GA TE REMO VE & REUSE EXISTING SECTION OF FENCE FABRIC PER CINGULAR REPRESEN TA TI VE - - PROPOSED C/NGULAR ICE BRIDGE (APPROX. 18' LF.) EXISTING 6'-0" HIGH CHAINLINK FENCE WITH BARBED WIRE � SITE PLAN GRAPHIC SCALE 10 0 5 10 IN FEET PROPOSED C/NGULAR PROPOSED CINGULAR 10')( 20' EQUIPMENT BACKBOARD WITH 400A SHEL TER ON METER AND DISCONNECT CONCRETE SLAB (FUSED FOR 300A) x- EXISTING ICE BRIDGE (TYP.) EXISTING 11'-0" X 16'-6" SH EN TEL SHELTER EXISTING 15-10 " CFW EQUIPMENT -- PAD BASEMAP NOTES: 1. BASEMAP INFORMATION OBTAINED FROM A OCTOBER 17, 2003 SITE VISIT PERFORMED BY CLOUGH, HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. EXISTING 190'-0" TALL LATTICE TOWER EXISTING 9'-6" X 12'-0" TRITON EQUIPMENT PAD �EXISTING PROPANE TANK x x x i' - COMPOUND SURFACE TO MA TCH EXIS TING i STONE SURFACE PROPOSED CINGUL AR GPS ANTENNA ATTACHED TO ICE BRIDGE PROPOSED CINGUL AR UNDERGROUND TELEPHONE FROM EXISTING TEL CO SA CKSOA RO PROPOSED CINGUL AR 25' 0 " x 50'- 0 " FENCE EXPANSION EXISTING VF I'll I BACKBOAR[_> --EXISTING TELEPHONE PEDESTAL PROPOSED CINGUL A R UNDERGROUND POWER FROM EXISTING TRANSFORMEF EXIS IIN6 EXISTING 1, V DOUBLE SWIM,_, CINGULAR TO USE EXISTING ACCESS & PARKING xl� I I P11( I\1 /11, �111 I I 11:) N V E R X cingular TM WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 VelociTel CLOUGH. HARBOUR & ASSOCIATES LLP ENC-,INEERS. PLANNERS & L_ANE3SEAPE ARCHITECTS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 - 1005 - 1601 N0. SUBMITTAL 03/09/04 ISSUED FOR SITE PLAN REVIEW BY: DSS CHK: JDH I APP'D: WLR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1410 SITE NAME: MIDDLETOWN SITE ADDRESS: 824 PEACE & PLENTY LN STEPH EN S CITY, VA 22655 FREDERICK COUNTY SHEET TITLE SITE PLAN SHEET NUMBER col -- CENTERLINE OF EXISTING CFW ANTENNAS AT 188'± AGL )X CENTERLINE OF EXISTING DISH X< ANTENNA AT 177'± AGL CENTERLINE OF EXISTING SHENTEL ANTENNAS AT 163'± AGL i CENTERLINE OF EXISTING TRITON ANTENNAS AT 150'± AGL PROPOSED CINGULAR RA D CEN TER A T 140'- 0 " A GL J U Q -H CENTERLINE OF EXISTING o ANTENNA AT 120'± AGL I I O rn Q ry Li O Li U H- I CD z f= (n X 1 CENTERLINE OF EXISTING w ANTENNA AT 77'± AGL LL - O I CENTERLINE OF EXISTING DISH o ANTENNA AT 68'± AGL I � I I PROPOSED CINGULAR ICE BRIDGE PROPOSED CINGULAR 10' X 20' SHEL TER EXISTING FENCED COMPOUND EXISTING GRADE TOWER ELEVATION NO SCALE CABLE SCHEDULE AND RF SYSTEM DESIGN PLAN SECTOR ANTENNA MAKE MODEL POSITION 1 #1 CSS DUO-1417-8686 1 #2 FUTURE 1 #3 CSS DUO-1417-8686 RAD CTR, AZIMUTH COAX EXT. FT. AGL SIZE, IN. LENGTH 140'± 0' 1 5/8" 160'± 140'± 0` 1 5/8" 160'± TAPE COLOR BROWN BROWN/RED RED 2 #1 CSS DUO-1417-8686 140'± 120° 1 5/8" 160'± ORANGE 2 #2 FUTURE ORANGE/YELLOW 2 #3 CSS DUO-1417-8686 140'± 120' 1 5/8" 160'± YELLOW 3 #1 CSS DUO-1417-8686 140'± 240' 1 5/8" 160'± GREEN 3 #2 FUTURE GREEN/BLUE 3 #3 CSS I DUO-1417-8686 140'± 2400 1 5/8" 160'± BLUE. GPS (MOUNTED ON ICE BRIDGE POST) 1 /2" 25'± # OF ANTENNAS PER SECTOR: 3 (INSTALL 2, RESERVE 1) (2) TOWER MOUNTED AMPLIFIERS PER SECTOR FUTURE LMU ANTENNA NEW EQUIPMENT? YES EQUIPMENT SHELTER SIZE? 10'x20' COAX PORT ASSIGNMENTS (VIEWED FROM INSIDE EQUIPMENT ROOM/SHELTER) ry O ~ 2 U W cn N ANTENNA POSITION 1 2 3 BR BR/R R 0 O/Y Y G G/B B 1 BR 3 B SECTOR 0° TRUE NORTH MAGNETIC NORTH ` FUTURE 2 2 SECTOR FUTURE 3 240° 04, 1 G ` 3 Y 3 R 1 0 FUTURE SECTOR 2 120° COLOR KEY R - RED BR - BROWN B - BLUE G - GREEN Y - YELLOW 0- ORANGE TYPICAL ANTENNA ORIENTATION AND COLOR CODING NO SCALE X cingular TM WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 VelociTel ti- A DRAWiNo COPYr Ik i I I n � CLOUGH, HARBOUR & ASSOCIATES LLP ENGINEERS, PLANNERS E LANDSCAPE ARCHITECTS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1005 — 1601 N0, SUBMITTAL 03/09/04 ISSUED FOR SITE PLAN REVIEW BY: DSS CHK: JDH APP'D: WLR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1410 SITE NAME: MIDDLETOWN SITE ADDRESS: 824 PEACE & PLENTY LN STEPH EN S CITY, VA 22655 FREDERICK COUNTY SHEET TITLE TOWER ELEVATION 8c RF SCHEDULE SHEET NUMBER PROJECT NARRATIVE: 1. PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF THE CONSTRUCTION OF AN EQUIPMENT SHELTER ON A CONCRETE SLAB, UNDERGROUND UTILITY TRENCHES, AND MISCELLANEOUS UTILITY CONNECTIONS TO THE METER BOARD AND TOWER. TOTAL DISTURBED AREA = 1350 S.F. 2. EXISTING SITE CONDITIONS: THE SITE CONSISTS OF AN EXISTING TELECOMMUNICATIONS FACILITY. 3 ADJACENT AREAS: ADJACENT AREAS CONSIST OF RURAL LAND WITHIN FREDERICK COUNTY, 4 OFF —SITE AREAS: NO OFF —SITE AREAS WILL BE USED. 5. SOILS: DUE TO THE SMALL AREA OF DISTURBANCE, SOILS INFORMATION IS NOT CRITICAL IN THIS PROJECT. 6. CRITICAL AREAS: THERE ARE NO AREAS WITHIN THE PROJECT SITE THAT HAVE POTENTIAL FOR SERIOUS EROSION. THE SITE IS GENERALLY LEVEL. 7. EROSION AND SEDIMENT CONTROL MEASURE: A SILT FENCE WILL BE THE PRINCIPAL E&SC MEASURE ON THE SITE. OTHER MEASURES MAY BE TAKEN BY THE CONTRACTOR OR DIRECTED BY FREDERICK COUNTY INSPECTORS IF UNFORESEEN CONDITIONS DEVELOP. A. CONSTRUCTION PRACTICES: SILT FENCE BARRIER — 3.05 SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT —LADEN RUNOFF FROM SHEET FLOW AND ALSO USED AS TREE PROTECTION. INSTALLATION WILL OCCUR PRIOR TO ANY LAND DISTURBANCE. B. VEGETATIVE PRACTICES: TEMPORARY SEEDING — 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THEN 7 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR THAT IT IS APPLIED, AND SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND CONTROL HANDBOOK. C. MANAGEMENT STRATEGIES: 1. CONSTRUCTION TRAFFIC WILL BE LIMITED TO ACCESS ROADS AND AREAS TO BE GRADED. ALL TRAFFIC WILL BE PROHIBITED FROM CROSSING DRAINAGE SWALES EXCEPT WHERE ABSOLUTELY NECESSARY. 2. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING SEPARATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 3. THE AMOUNT OF AREA DISTURBED SHALL BE MINIMIZED AT ANY ONE TIME. NEW CONSTRUCTION SHALL BE COMPLETED PRIOR TO ADDITIONAL LAND DISTURBING ACTIVITY. 4. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. ALL STABILIZATION SHALL BE IN ACCORDANCE WITH E&S HANDBOOK AND SHALL BE APPROVED BY THE COUNTY. 5. AREAS NOT TO BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 6. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION EROSION AND SEDIMENT CONTROL PRACTICES. 7. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED. NO E&S MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE COUNTY INSPECTOR. X cingular TM WIRELESS 715C STANDARD DRIVE, HANOVER MD, 21076 VelOciTel CH A DRAWING COPYPIGH- © 2003 CLOUGH, HARBOUR & ASSOCIATES LLP ENCEINEF_RS, PLANNEPS LANDSCAIPE ARCHITECTS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 - 1005 - 1601 NO.I SUBMITTAL O I03/09/04 I ISSUED FOR SITE PLAN REVIEW BY: DSS CHK: JDH I APP'D: WLR d _2 o 44 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1410 SITE NAME: MIDDLETOWN SITE ADDRESS: 824 PEACE & PLENTY LN STEPHENS CITY, VA 22655 FREDERICK COUNTY SHEET TITLE SEDIMENT & EROSION CONTROL NOTES SHEET NUMBER 1*115-11 APPROX. TRUE PROPOSED ANGULAR PROPOSED CINGULAR NEl 10' X 20' ElXJIPM£NT \ BAG7CBOAR0 NTH 400A AP SIL T FENCE SHELTER cw METER AND DISCONNECT NI A G �� CONCRETE SLAB - �� (FUSED FOR 300A) N COMPOUND SURFACE TO MA TCH EXISTING S70NE SURFACE PROPOSED CINGULAR 4'--O' MAN G4 TE 100/%, REMOVE & REUSE EX/STING SECTION - - - Z I / OF FENCE FABRIC PER CINGULAR REPRESENTATIVE -- .. i —EXISTING ICE BRIDGE (TYP.) I PROPOSED CINGULAR I / ICE BRIDGE (APPROX.. I8' L.F.) -- -- �� EXISTING 11'-O X 16'-6" SHENTEL SHELTER 6 -0 I HIGH CHAINLINK FENCE WITH - BARBED WIRE EXISTING - - t I 8'-0" X 15'-10" CFW EQUIPMENT PAD i--- �- - , I EXISTING 190'-0" TALL LATTICE TOWER I EXISTING 9'-6" X 12'-0" TRITON EQUIPMENT PAD EXISTING T_X PROPANE TANK x _____X X - PROPOSED CINGULAR !PS ANTENNA ATTACHED TO ICE BRIDGE PROPOSED CINGULAR UNDERGROUND TELEPHONE FROM EXISTING -jj TELCO BACKBOARD --PROPOSED CINGULAR 25'--0' x 50'-0" FENCE EXPANSION I EXISTING VERIZON TELCO BACKBOARD rr,w vJ EXISTING TELEPHONE PEDESTAL / - PROPOSED CINGULAR UNDERGROUND POWER FRAM EXISTING �rrww TRANSFORMER vJ SEDIMENT & EROSION CONTROL PLAN GRAPHIC SCALE 20 0 10 20 IN FEET EXISTING GENERATOR EXISTING 12' WIDE DOUBLE SWING GATE CINGULAR rO USE EXISTING ACCESS & PARKING EXISTING TRANSFORMER BASEMAP NOTES: 1. BASEMAP INFORMATION OBTAINED FROM A OCTOBER 17, 2003 SITE VISIT PERFORMED BY CLOUGH, HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 6' MA X. FLOW —ail II — III 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. I;! I III �4" -4„ 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. hI;�� �IIl�ill�Ill� 1 I II I i— FLOW � — SHEET FLOW INSTALLATION, ; , I I I ( PERSPECTIVE VIEW) 3' MAX Y I_ 1201111111111 1I Ii�i�i I VAVAVAl Ii! ►�iViViVi IIIIIIN �i�i�i1 "1 E �VAINAMNS �W ��W­VAI, Z� �1 kViViVi! ►�I d %VAVAViVif Di / VkAVAVAVAVAVAVAV 6VAI MVAVAVAVAVAVAVAVA i\ ►lAVAVAVAVA MT, Dim OVA MARVN I Di0iVAVAVAVAVAVA QV 9A' VAVAVAVAVAVAVAl ►�A ::::: � 2 I EROSION CONTROL DETAIL NO SCALE SEQUENCE OF CONSTRUCTION: THE FOLLOWING IS THE GENERAL SEQUENCE OF THE CONSTRUCTION TO BE FOLLOWED IN ORDER TO PUT THE PROPOSED SEDIMENT EROSION CONTROL MEASURES IN PLACE. 1. THE OWNER SHALL GIVE THE COUNTY INSPECTOR 24 HOURS NOTIFICATION TO SCHEDULE AN ON —SITE PRE —CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 2. STAKE LIMITS OF DISTURBANCE. 3. CONSTRUCT SILT FENCE WHERE INDICATED ON THE PLANS. 4. LIMIT DISTURBANCE TO MINIMUM NECESSARY TO PERFORM CONSTRUCTION AND PROVIDE STABILIZATION FOR DENUDED AREAS AS REQUIRED OR DIRECTED BY THE COUNTY. 5. CONSTRUCT ALL OTHER UNDERGROUND UTILITIES IN ACCORDANCE WITH CONSTRUCTION PLANS. 6. STABILIZE ALL DISTURBED AREAS WITH PERMANENT OR TEMPORARY SEEDING. 7. UPON COMPLETION OF ROUGH GRADING, PROCEED WITH CONSTRUCTION. 8. AFTER CONSTRUCTION AREAS ARE STABILIZED, FINISH GRADE AND SPREAD GRAVEL IN THE SITE AREA. SILT FENCE IS NOT TO BE REMOVED WITHOUT PERMISSION FROM THE COUNTY INSPECTOR. 9. MAINTAIN ALL SEDIMENT EROSION CONTROL MEASURES AS IDENTIFIED. cingular TM WIRELESS 7150 STANDARD DRIVE, HANOVER MD, 21076 Velo Clm Tel CH A CLOUGH. HARBOUR & ASSOCIATES LLP ENGINEERS, PLANNERS L; LANDSCAPE ARCHITECTS 10800 MIDLOTHIAN TURNPIKE, SUITE 303 RICHMOND, VA 23235 CHA PROJECT NO: 12760 — 1005 — 1601 N0, SUBMITTAL 03/09/04 ISSUED FOR SITE PLAN REVIEW 0 BY: DSS CHK: JDH APP'D: WLR Tft O WILLPAM L. RUCH III, � WOL 029162 E IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SITE ID: 1410 SITE NAME: MIDDLETOWN SITE ADDRESS: 824 PEACE & PLENTY LN STEPHENS CITY, VA 22655 FREDERICK COUNTY SHEET TITLE SEDIMENT & EROSION CONTROL PLAN SHEET NUMBER C04