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HomeMy WebLinkAbout43-05 Clearbrook Properties - Commercial - Stonewall - Backfile (2)NOTES: 1. BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED ON A FIELD RUN SURVEY BY BOWMAN CONSULTING GROUP, COMPLETED DECEMBER, 2004. Sl TE PLAN 2. THESE PLANS HAVE BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DO NOT NECESSARILY INDICATE ALL ENCUMBRANCES. 3. THE LAST INSTRUMENT IN THE CHAIN OF TITLE CAN BE FOUND AT INSTRUMENT #040016423 IN THE FREDERICK COUNTY CIRCUIT FOR COURT CLERK'S OFFICE. 4. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-552-7001, UTILITY COMPANY REPRESENTATIVES, PERFORM TEST PITS, REVIEW CURRENT TEST PIT DATA, AND WHATEVER OTHER OPERATIONS AVAILABLE TO INSURE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE AREA OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY BOWMAN CONSULTING GROUP OF ANY POTENTIAL CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. 5. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE ALL INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL EXTENT OF THE WORK REQUIRED TO MAKE THE PROPOSED WORK CONFORM TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF THE WORK, CONDITIONS, AND CONFORMATION AND CLF / \RBROOK CONDITION OF EXISTING GROUND SURFACE AND THE CHARACTER OF THE EQUIPMENT AND FACILITIES NEEDED PRIOR TO AND DURING PROSECUTION OF THE WORK. OBSTACLES TO BE ENCOUNTERED. ANY INACCURACIES OR DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BROUGHT TO THE OWNER'S ATTENTION IN ORDER TO CLARIFY THE EXACT NATURE OF THE WORK TO BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY WORK. 6. IN ORDER TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF A GIVEN UTILITY AND TO ASSIST THE CONTRACTOR AND/OR OWNER IN DETERMINING AREAS OF SPECIAL CONCERN, BOWMAN CONSULTING GROUP HAS INDICATED HEREIN CERTAIN LOCATIONS WHERE TEST PITS SHOULD BE EXCAVATED PRIOR TO COMMENCING CONSTRUCTION. THESE INDICATIONS ARE NOT INTENDED TO BE ALL INCLUSIVE AND WILL NOT RELIEVE THE CONTRACTOR AND/OR OWNER OF THE RESPONSIBILITY OF DIGGING ADDITIONAL TEST PITS, AS MIGHT BE REQUIRED BY ACTUAL SITE CONDITIONS, ANY DISCREPANCIES FOUND BETWEEN ACTUAL AND P F ASSUMED CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF BOWMAN CONSULTING GROUP. PRO b R I I ES� Ll 7. UNLESS OTHERWISE NOTED, ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE. 8. UNLESS OTHERWISE NOTED HEREIN ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND. STONEWALL MAGISTERIAL DISTRICT 9. FOR THE PURPOSE OF DESIGN COORDINATION, CERTAIN FUTURE CONSTRUCTION IMPROVEMENTS ARE SHOWN HEREIN AS EXISTING. THESE FEATURES MAY INCLUDE BUT ARE NOT NECESSARILY LIMITED TO THE HORIZONTAL &VERTICAL LOCATION OF CURBS, SIDEWALKS, PAVEMENTS AND UFREDERICK COUNTY. VIRGINIA UTILITIES. 10. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED TO THE REQUIRED DISTANCE BEYOND THE RIGHT-OF-WAY LINE PRIOR TO THE INSTALLATION OF ANY SUBBASE MATERIAL, CURB AND GUTTER OR SIDEWALK. 11. NO BLASTING SHALL BE PERMITTED WITHIN 25' OF EXISTING U1ILITIES LINE OR STRUCTURES. BLASTING TO BE EXTENDED TO 25' BEYOND PROPOSED STRUCTURES IF CONDITIONS WARRANT FUTURE EXTENSIONS. 12. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT-OF-WAY. 13. THE APPROVAL OF THIS PLAN SHALL IN NO WAY GRANT PERMISSION BY THE COUNTY FOR THE DEVELOPER TO TRESPASS ON OFF -SITE PROPERTIES. 14. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 15. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS SCHEDULES OR FAILURE TO CARRY OUT THE WORK. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR THEIR AGENCIES OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 16. IN RESPONSE TO THE (FREDERICK COUNTY DEPARTMENT OF BUILDING AND DEVELOPMENTS REQUEST) FOR FIELD ASSISTANCE, WHEN REQUIRED TO IDENTIFY SPECIFICATIONS OF PROPOSED DEVELOPMENT AS RELATED TO SPECI FIC IFlC SITE CONDITIONS, PLEASE CONTACT JON ERICKSON AT BOWMAN CONSULTING GROUP. 17. EMERGENCY VEHICLE ACCESS SHALL BE PROVIDED DURING ALL PHASES OF CONSTRUCTION. 18. WHERE IMPROVEMENTS ARE PROPOSED WITHIN EXISTING EASEMENTS OF RECORD, THE DEVELOPER SHALL OBTAIN WRITTEN PERMISSION FROM THE AUTHORITIES THAT ARE DOMINANT TENEMENTS OF THESE EASEMENTS FOR PERMIT FOR ANY DISTURBANCES WITHIN THESE AREAS PRIOR TO CONSTRUCTION. 19. ALL FINISHED GRADING, SEEDING, SODDING OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF WATER. 20. ALL EXISTING ON -SITE WELLS AND DRAINFIELDS WHICH ARE NOT REQUIRED TO SUPPORT THIS PROJECT WILL BE ABANDONED BY THE CONTRACTOR ACCORDING TO LAW. 21. PLACEMENT OF CG-12 CURB RAMPS LOCATIONS SHOULD BE FINALIZED BY VDOT INSPECTOR AND/OR ENGINEER. 22. ALL OUTDOOR LIGHTING WILL BE SHIELDED TO PREVENT GLARE ON ROADS AND ADJOINING PROPERTIES. GENERAL SPECIFICATIONS, 1. UNLESS OTHERWISE NOTED OR SHOWN HEREIN, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE SUPPLIED AND INSTALLED IN STRICT CONFORMANCE WITH THE RULES, SPECIFICATIONS AND/OR REGULATIONS CONTAINED IN: A. THE VIRGINIA DEPARTMENT OF TRANSPORTATION, ROAD & BRIDGE SPECIFICATIONS AS AMENDED TO DATE. B. THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, LATEST EDITION. C. THE FREDERICK COUNTY ZONING AND SUBDIVISION OF LAND ORDINANCE. D. THE FREDERICK COUNTY SANITATION AUTHORITY STANDARDS E. THE DEPARTMENT OF JUSTICE FEDERAL REGISTER IMPLEMENTING TITLE III OF THE AMERICANS WITH DISABILITIES ACT, PUBLIC LAW 101-336 FOR NONDISCRIMINATION ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATION. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS AND/OR / RECONSTRUCTION OF ALL UTILITY COVER (MANHOLE FRAMES AND COVERS VALVE BOX COVERS ETC.) TO MATCH THE FINISHED GRADES OF THE AREAS EFFECTED BY THE CONSTRUCTION. 4. THE CONTRACTOR MUST HAVE THE APPROVED CONSTRUCTION DRAWIN GS IN POSSESSION PRIOR TO THE START OF CONST RUCTION. AT LEAST ONE (1) COPY OF THE APPROVED PLANS, WITH REVISIONS, MUST BE KEPT ON -SITE AT ALL TIMES. 5. ALL UTILITIES NOTED TO BE RELOCATED OR REMOVED SHALL BE AT THE DEVELOPERS EXPENSE, TO INCLUDE ALL POLES AND STRUCTURES AS REQUIRED. ALL POLES REQUIRED TO BE RELOCATED MUST BE MOVED PRIOR TO CO NSTRUCTION. ONSTRUCTION. 6. CONTROLLED FILLS SHALL BE COMPACTED TO MAXIMUM DENSITY AT 0 - PTIMUM MOISTURE CONTENT PER STANDARD PROCTOR AASHTO T99 ASTM-D698 OR VTM-1 AS APPLICABLE. DENSITY SHALL BE CONFIRMED AND CERTIFIED BY A QUALIFIED AND REGISTERED PROFESSIONAL ENGINEER. 7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. AN ENTRANCE PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION FOR ANY WORK WITHIN DEDICATED RIGHT-OF-WAYS OR FOR ANY TEMPORARY AND/OR PERMANENT ENTRANCE OFF OF A STATE AINTAI D ROA ,::, ... '. , .FF ;. i + k ., " :; �: , :' 1. „ ! a'� ..... kt.. :. .:.... .. :....:. t aF ::. {tY .. k k - 4 .. .: �:L f ' j ., S' .:. " ,. (t ` a S ,.. .e : .k.. .:'- f : .., ,: > s . .. N ;.:: ;: .� . ;` ' "'',""'. ; � ' .:",.' s :.. ; ;: : ,:, .' ;"',_ - , ... ,"...' 0 -11 .. ' "­­ " '. .. I .....' , , '. , � � . - ., .. � I- .: ,, . j , ---'�" .. , I --�,'Y �1.1 .' 1, _'...", � - _ ,''.....-o r I � ' ' . ' � ' , . - � ­:'__.'_ :i , � .. __._ . �'�', ..,.,. . , " � - .�_��.. '. "'�� """'J'��";�� .. .4 ._' .... ....... . .� - ... 1. 4 .. " { .>t, ; t F -.k t ,:..., .,.. '. s ,::: . s .: ,�. C I :..:: f .) i?f' a.k i r �. t . , :.' �..,; ,. ... .., . .. If ; ... :: ,., - 5 r : 11 .. . k ) .. .. „ •..., K ':'� .'.'.�' '.---.* * - - .. .. ' ", "** , "..':: L . ' ..... . .. F ..; ' . 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"". ;;:;��%'�'.....-� . . ..... � . �.�� , .. ­­' "" "" ; - I :. :.. - ..".. '.w . ­'_�� ___ '. -I . ..... ::,�' ' W�'-:�: .1 ,.. . I 4 .:.,;;;',,.. � � �6�/ '" I "", -'4 -"'.. � �-' '.:z!�� . " '; i;z ::::," ..'�:�.f:" ..' I , .. ''.1 ..� e. " " "" "' i',"��'-"" .....' . ..... .. ... . . ..... ""':.' I '- 'i::*:'::" i:i�.� il:.'.�- " - . ., ..� . .. ... :: --_----."'.--"___-'_ ...... , " '," "." _'� - ' :�:'�' I ." �. . , -"''-,, �- ­. I I I .. ­--l�_---_-.._'l---l`-­ 11 ­­...........' I., .. - .."....'­............. I .1 I ­...... I..... ­ '"..' I ­.. -.1 � ,. :. :..", _- ` ...... .111, I - - 1, '� ems .. .,. -­­ . .. . ­­­ .... .. ­11­1-11 ".... .. 1. 1. . :" ...." �: �...,..,.",.........,.'......'',�.,;....,...!.,- :� �.' 1. :_ -­­ ... .... �­-.-.-.. . ... .. I.-,.-. -I!"-l-lzlll- " "... ... " ... .. ... ... .. .� , .. .... tf " � --.) ....-l" -.1-11 11 I .. .. ...."I.- - I � , ... .''....'....."......... ..- I-, " I ' I ...'.....', �� ..__---...� "''-'----.-----"-'-' , ". .'�`:�:*"'. ;'_,'--' ] � .... _.... "" .... / . .- - -, " M NE DWAY. 8. THE CONTRACTOR AND/OR OWNER SHALL OBTAIN A GRADING PERMIT FROM FREDERICK COUNTY PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. 9. THE CONTRACTOR SHALL NOTIFY THE VIRGINIA DEPARTMENT OF TRANSPORTATION, FREDERICK COUNTY AND THE WATER AND SEWER AUTHORITY A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION OF ANY IMPROVEMENTS SUBJECT TO INSPECTION AND/OR MAINTENANCE BY SAID AGENCIES. 10. ALL STORM SEWER AND CULVERT PIPE SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO THE LATEST EDITION OF A.A.S.H.T.O. DESIGNATION M170. 11. REFER TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS FOR CONSTRUCTION DETAILS NOT SHOWN OR CONTAINED HEREIN. 12. UNLESS OTHERWISE NOTED HEREIN V.D.O.T. STANDARD IS-1 SHAPING SHALL BE APPLIED TO THE INVERTS OF ALL DRAINAGE STRUCTURES. 13. UNLESS OTHERWISE NOTED OR SHOWN HEREIN ALL COMMERCIAL/RESIDENTIAL STREET ENTRANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH V.D.O.T. STANDARD CG-11. 14. ALL STRIPING AND SIGNAGE SHOWN HEREIN IS TO BE SUPPLIED AND INSTALLED IN CONFORMANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS CONTAINED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS (M.U.T.C.D.) AND THE VIRGINIA SUPPLEMENTS THERE TO AS WELL AS THE THE FREDERICK COUNTY ZONING AND SUBDIVISION OF LAND ORDINANCE. 15. STRIPING AND SIGNAGE PLANS (AS REQUIRED) SHALL BE SUBMITTED AND APPROVED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO SUBMISSION OF A ENTRANCE PERMIT APPLICATION. APPROVAL BLOCK SURVEYOR'S CERTIFICATE FREDERICK COUNTY, VIRGINIA I HEREBY CERTIFY THAT THE LAND CONTAINED IN THE SITE PLAN IS THE SAME LAND CONVEYED TO CLEARBROOK PROPERTIES, LLC. BY DEED DATED MARCH 15, 2004 AND RECORDED IN DEED BOOK 754, PAGE 082 AT THE FREDERICK COUNTY CIRCUIT COURT CLERK'S OFFICE. 0//Z �e_ JL----.., /'�"-Voo 9i� . ONING ADMINISTRATOR DATE SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL DATE VICINITY MAP SCALE:1 "=2000' OWNER DEVELOPER: CLEARBROOK PROPERTIES, LLC. 13880 BERLIN TURNPIKE LOVETTSVILLE, VA 20180 (540)882-3802 NOTICE REQUIRED P.O. BOX 1877 VATLANTIIC (540) 868-1061 CONTRACTORS SHALL NOTIFY OPERATORS WHO PHONE: BEI MAINTAIN UNDERGROUND UTILITY LINES IN THE P.O. BOX 17398 AREA OF PROPOSED EXCAVATION OR BLASTING AT BALTIMORE, MD. 21297 (301) LEAST TWO (2) WORKING DAYS, BUT NOT MORE 954-6282 THAN TEN (10) WORKING DAYS PRIOR TO POWER: ALLEGHENY POWER COMMENCEMENT OF EXCAVATION OR DEMOLITION. P.O. BOX 1458 NAMES AND TELEPHONE NUMBERS OF THE HAGERSTOWN, MD. 21741 1 OPERATORS OF UNDERGROUND UTILITY LINES 800-654-3317 APPEAR BELOW. THESE NUMBERS SHALL ALSO BE GAS: SHENANDOAH GAS CO. USED TO SERVE IN AN EMERGENCY CONDITION. P.O. BOX 2400 WINCHESTER, VA 22604 (540) 869-1111 THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. PROJECT NARRATIVE: THIS PROJECT PROPOSED TO DEVELOP 6.86 ACRES IN THE M1 ZONED AREA OF FREDERICK COUNTY. THE TOTAL AREA FOR THE SITE IS 6.86 ACRES, OF WHICH 4.31 ACRES WILL BE DISTRUBED. THE PIN FOR THE SITE IS TAX MAP 33-A-148. THE SITE DEVELOPMENT WILL CONSIST OF DEMOLITION OF AN EXISTING METAL BUILDING, REMODELING THE REMAINING BUILDING, AND THE ADDITION OF A PARKING LOT FOR 19 CARS. THE EXISTING BUILDING WAS PREVIOUSLY USED AS AN OFFICE, WAREHOUSE, AND A METAL FABRICATION SHOP. UPON REMODELING THE BUILDING SHALL BE USED AS AN OFFICE, WAREHOUSE, AND SHOP USE. A GRAVEL EQUIPMENT STORAGE AREA USED FOR SPECIALITY HEAVY CONSTRUCTION EQUIIPMENT LOCATED EAST OF THE BUILDING WILL RECEIVE ADDITIONAL GRAVEL (EXISTING GRAVEL HAD DETERIORATED TO THE POINT OF BEING UNDEFINABLE). SHEET INDEX.* 1. COVER SHEET 2. SITE AND EROSION & SEDIMENT CONTROL PLAN 3. BRUCETOWN ROAD PLAN & PROFILE 4. STORMWATER MANAGEMENT - PRE -DEVELOPMENT 5. STORMWATER MANAGEMENT - POST -DEVELOPMENT 6. STORMWATER MANAGEMENT COMPUTATIONS 7. LANDSCAPE PLAN 8. LANDSCAPE PLAN NOTES AND DETAILS 9. DETAILS AND NOTES E.A.R. CALCULATIONS: AREA: 298970 S.F. BUILDING AREA: 13562 S.F. F. A. R: 4.54% PARKING TABULATIONS.* REQUIRED PARKING: OFFICE: 1 SPACE PER 250 SQ. FT. OF FLOOR AREA=(2091 /250)=9 SPACES SHOP AND WAREHOUSE: 1 SPACE PER EACH EMPLOYEE=10 SPACES TOTAL REQUIRED: 19 SPACES PROVIDED PARKING: 19 SPACES VDOT GENERAL NOTES 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS. 3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF OT'S WORK ARE PROTECTION MANUAL FURTHERMORE, ALL TRAFFIC CONTROL F LAGGERS MUST BE RRE T ED VD A PRO , CERTIFIED IN ACCORDANCE WITH SECTION 104.04(C) OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 4. LI THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE/PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF S THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS, ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THEDEVELOPER FROM HIS RESPONSIBILITY. 5. I DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO r'. BE THE CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHA 1����„t,4, -y � ,.. RESPONSIBILITY OF THE DEVELOPER. 6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT-OF-WAY. 7. IF REQUIRED RESIDENCY OFFICE, SHALL BE ARRANGED AND HELD BY THE Q BY THE LOCAL VDOT RE N Y I A PRE -CONSTRUCTION CONFERENCE N ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. 8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE C C F Q TE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED IN ACCORDANCE NTH SECTION 3.02OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION THE DEVELOPER SHALL HAVE,WITHIN THE LIMITS OF THE PROJECT AN EMPLOYEE CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION(VDCR) IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT THE EROSION AND SILTATION CONTROL DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION AND OPERATION, DEFICIENCIES SHALL BE PROMPTLY RECTIFIED. 10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END THE OF CONSTRUCTION. 11. ALL WATER AND SEWER LINES WITHIN THE EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCH COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. 12. ANY UNUSUAL SUBSURFACE CONDITIONS (e.g., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. 13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AN APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT, TO BE ACCEPTED BY VDOT, AND THAT TESTING SHALL BE PERFORMED IN ACCORDING WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. 14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL AND BACK FILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINIMUM 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT, DENSITY TESTS SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE WITH VDOT ROAD AND SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. 15. VDOT STANDARD CD AND UD UNDER -DRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. 16. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. 17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR AT VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE LOCAL VDOT RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. 19. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON THE SUBGRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. 20. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF THE TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE MISS UTILITY PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. 800-552-7001 21. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZ ATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. 22. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER. 23. VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESES PLANS AND/OR AS SPECIFIED BY VDOT. 24. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE. -i E a O U J `O N N M I-*- CD a w o cm ' Eg N - -. �a "IC) Y ^ N C m c UOU 6 t .us ' ai o E E �S _q O 'C N 'C m�r� ta C � m I • 0 I w Cn U W CK - (_ 1 I- � z - jr - C) ^^rr// (i W W z n LL Q - W =Q ® �I- I- z m ry (J-) D ry W CD QU 0 W H O U 0 ® J I � Q W 0 Of Ld z0:� LLJ m W 0 ILL. Ci ) V / Q Ld U 3 TH 0 Ld 'o O 1 r o i U K. ERICKSON NO. 323 5 ro �sto Z7®� 0`sIONAL o a_ REVISIONS a 2/13/06 PER COUNTY 0- Cn 6/21/06 PER COUNTY w 7/12/06 DATE ONLY a' a) 01 w DATE DESCRIPTION c o O BE PD DESIGN DRAWN CHKD U _ ^^ ,, SCALE HORIAS NOTED VERT. _0 h'� 0 JOB No. 3373-01-001 3. ° A 0 DATE JUNE 2005 U FILE No. 3373 m M SHEET 1 0F 9 K M M MATCH LINE — THIS SHEET 0 3 0 0 I I I I I I I I {{�� :1 y. .2' 'i C.h Z.. \ 4 I s i < i 13"i} 13 ;k '�./ ✓. '. I"� rr �} I I I I D,B, L. 0, P 5 84 Y 1 €€ M�y"N � W fig �.:. 3YE 9 f 00� O ^ I I I I Z Z CD 0 Ln W �m 0 z I I I I I I / Q. o / I I / Q Q�' � / I cn I �� I / I I i I I I �71 D.B. / I I I I LIMITS OF CLEARING I AND GRADING I I I TIE INTO EXISTING FENCE.L@ I` I w I --- --_ CONTRACTOR TO INSURE THAT co i CONTRACTOR TO INSURE THAT —" D.B. EX. FENCE IS A 6' WOODEN FENCE. m I EX. FENCE IS A 6' WOODEN FENCE. IF NOT, IT SHALL BE REPLACED > IF NOT, IT SHALL BE REPLACED WITH A 6' WOODEN OPAQUE FENCE. f z �'I WITH A 6' WOODEN OPAQUE FENCE. I # Q Ln N I 3, 3.. a Eb .., .i f 2, ti` c.r �i � Z C,f �. : RA �J F J V) J E a. 7 O O o y O Co N C*J CDa N O as c O O O U C U N N L[) rn O C o Y ^ N C w U m U `-55 cD c 3 c� 2 E(Dcd ui 0 E Lu U U C 30 0i C C_ on N O d X LL m Z � U J O cr- U O W �< U �-- - cD �ry z W 1> z — a O LLJ 0 -I �-- z W a- ry cn ::) cn L Q o ceV) �v z -' u O O Q� O �C) U-) W LLI O � zry w m o1 c):f cf) z Q Q LJ w —� U) z Q J d un W I W F- (n TH 0 O N r, o K, ERICKSON No. 323 5 0s oft v� C SIONAL � o REVISIONS o 2/13/06 PER COUNTY o 6/21/06 PER COUNTY i 7/12/06 PER VDOT a 8/01/06 PER COUNTY C 0, C W O O O I M r r!7 r7 DATE DESCRIPTION BE PD DESIGN DRAWN CHKD SCALE HORIZ.1"=30' VERT. 0 JOB No. 3373-01-001 3 DATE JUNE 2005 U FILE No. 3373 m SHEEP 2 OF 9 X �IM LEVEL. SPREADER L LEVEL E, 0 ex F 187S 4 "E CG— STOP SIGN ISTOP L�111AR (30 X 30-) PROPOSED ROW ... ........ STOP BAR HEAVY PA�NENIT it, , , , . " i m., " A-- _ _ 19 20 ar36 W I 21 1 50 22+55.51 - 1-1 GRAPHIC SCALE 25 50 100 ( IN FEET ) I inch = 50 ft. 200 F= m L741 E 2 ILO C\j C\1 cv,) 14- EP 9 2 N CC> CIS 0 C> C� E j,- M 0 te, C', E E -'C--(D Lu 3: coo r d L.L0 • Ljj < F-- Cn 7- — 0 ry Ld < > -j z n ry < CL 0 7' 0 Q Lu In < C) 0 C) 0 < [):� 0 3:0 LLJ O Of z Ld ry LLJ m 011 I--- :D rY C/') � < m LLJ THO __j 0 L) K. ERICKSON v) N0. 323 5 0 lot SIGNAL Cn REVISIONS U) C 0 2/13/06 DATE ONLY a- 0) 6/21/06 PER COUNTY C ui 7/12/06 DATE ONLY 01 z C/) CA DATE I DESCRIPTION Q) < V) 0 z JBF JBIF 600 z bi z 0 Li 600 DESIGN DRAWN CHKD HORIZ.1*=50' SCALE 0 VERT. 1"=5' 0 x Li JOB No. 3373-01-001 0 cr) Ld 0 Lo CD DATE NOVEMBER 2005 2 C� in 4- 1 n FILE No. 3373 m 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2.3 3 9 SHEET OF 1 " ■ +616.73 -}-618.13 +618.45 MATCH LINE - MATCH TO THIS SHEET -}-618.09 VELOPED D�11RA +619.28 +618 62 +621.05 N LLJ I +621 92 M +622.54 O Z }-620.32 +620,3a +621.64 +620.05 +621.79 +623.34 +623.44 +620.13 +621 11 +622.12 +622.56 +620,24 +621.15 +619.38 +619.53 +620.54 +620 77 IRS +619.13 N89'57'38"E - 283.88' +62 1,68 +622.04 +622.58 �n rn _o L0 O 3 d- O N +620.90 +620.28 +621.22 MATCH LINE - MATCH TO THIS SHEET +62 _ 3 +626.16 +625.16 BUILDINGS F = 6 27.5 ' 3 SHEET O - D.A. - 0. 89 Ac. FLOW„ j62143 00 +624�9 FF=627 2 „ „ A„T O B +620.31 0 `� O O Z SHALLOW +627,Q1 „ „ B +621.88 19.77 +619.24 +6 CONCENTRATED 2 ......... .._., ._, FLOW PATH EXISTING +623.06 +619.79 +620,35 B TO ASPHALT 627,41 +6., 2807 , +628.29 ... 30.22� +628, 45 C1 N88'58'36"W r*� 0 GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. p J E O -o O` N co (3 N _ j- N 00 u U O) N Ln O r C O Y N ctT c C0 � m a)ai ' E E U wU C o _C N O X m Z W• � U w � O 1 w ..� > CO U W W o - < � r �CD 0:� o- W 15 I zQ Q' ry )- LLJ �rYC/� :D W�InQo wV) >\-" I � U_ Q 0 Qry Q 0 �o ry zry m L 0►1 Ld Cf) Q Q 3: W Or-1 U O 3 TH 0 I a o �b r K, ERICKSON N No. 323 5 o�s Io 27 Qk�' N SIONAL o REVISIONS _o 2/13/06 DATE ONLY a 6/21/06 DATE ONLY 7/12/06 DATE ONLY w i 0 0 i 0 I r7 i DATE DESCRIPTION CRF CRF o DESIGN DRAWN CHKD SCALE HORIZ.1"=30' VERT. JOB No. 3373-01-001 DATE JU N E 2005 0 U FILE No. 3373 m i SHEET 4 OF 9 MAIUH LINL — MAICH IU IH15 5SHLLI ED OS D V_ 0 D I\AG D V D_�_s I I D I �f r t„r Li„, A RI..£R:..i S•.r K > ,if# <r I F_ 00 N Ufa .ND P f l0MPS0"`•,l r t '0 427 ........................ .......... 678, ' ZONE RA Ttt ((t1 3-H 3 i(3t F2: V f .1 .3c . .) r::. ::still'€ E ZONE RA POST N87'00'26"E 149.30' Ln (6 CV . ql_ Ln ` u / LO 00 Z I c + 27D I I I I I I I MATCH LINE — MATCH TO THIS SHEET I I I f I I I .., .:if. �i P1 t✓�'4s s E U ... _ l% :....:.., \ 292 29 +29 28 rn N Stage —Storage Curve 4136.07 3308.86 M 2481.64 N i= 7 1654.43 827.21 0.00 iit a I 1 2 a a ■ 0 1 . . . . . . . . . 1 622.00 622.80 623.60 624.40 625.20 626.00 Stage — ft CMF 0 J N J � a O O -o U J 0 to a (j N V o CM d cti M N o pp j U U C C .� N N O C O r (n Y C 0 N N C w CB U m U m M W c`a W ai o n 0$ E _O X m m r d ll z W � U O 1 I _J W W C%) U W �< ~ �U O ry W > �Q0-Q ry>- -� � z z ry (� � W � n Q O W V) � � _jU Q p QLLJ ry Q 0 o z� m QLd LL � (n Q Q C: LLJ L Dr-0, U O V) 3 I TH O 0 I a_ I Ln f. o K, ERICKSNN NO. 323 5 M o, s IoLn a, SIGNAL o a_ REVISIONS _ o 2/13/06 PER COUNTY a 6/21/06 DATE ONLY i 01 7/12/06 DATE ONLY Q Ld w 0 0 I 0 I r r7 DATE DESCRIPTION CRF CRF o DESIGN DRAWN CHKD SCALE HORIZ.1"=30' VERT. a JOB No. 3373-01-001 0 DATE MAY 2005 FILE No. 3373 SHEET 5 OF 9 PRE - DEVELOPED CALCULATIONS 11ME OF CONCENTRATION (Existing Condition) Subject Property Segment A-B: Tc: TR-55 Sheet Mannings n 0.1500 Hydraulic Length 68.13 ft 2yr, 24 hr P 3.0000 in Slope 0.0050 ft/ft Avg. Velocity 0.09 ft/sec Segment A-B Time: 0.2160 hrs Subject Property Segment B-C: Tc: TR-55 Shallow Hydraulic Length 245.33 ft Slope 0.03110 ft/ft Unpaved Avg. Velocity 2.85 ft/sec Runoff Curve Number Data (Existing Condition) Subarea 10 Impervious Area Adjustment Adjusted Soil/Surface CN acres %C %UC CN Commercial & Business; 95 0.120 95.00 Fair Condition; grass cover 50% 79 0.770 79.00 Composite Area & Weighted CN 0.890 81.16 (81) ----------------------------------------- - - - - - - TIME OF CONCENTRATION (Proposed Condition) Sub Area 10 Segment A-B: Tc: TR-55 Sheet Mannings n 0.1500 Hydraulic Length 68.13 ft 2yr, 24 hr P 3.0000 in Slope 0.0050 ft/ft Avg. Velocity 0.09 ft/sec Sub Area 10 Segment B-E: Tc: TR-55 Shallow Hydraulic Length 157.73 ft Slope 0.01200 ft/ft Unpaved Avg. Velocity 2.23 ft/sec POST DEVELOPED CALCULATIONS Segment A-B Time: 0.2160 hrs Segment B-E Time: 0.0197 hrs Segment B-C Time: 0.0240 hrs Total Tc: .2357 hrs ----------------------------------------------- - - - - Total Tc: .2400 hrs ------------------------------------------- Sub Area 20 - - - - - - - - - - - - - - Segment C-D: Tc: TR-55 Sheet ----------------------------------------------- Type.... Design Storms Mannings n 0.1500 Name.... Frederick County Hydraulic Length 98.73 ft 2yr, 24 hr P 3.0000 in Slope 0.0405 ft/ft Title... Project Date: 5/17/2005 Project Engineer: Project Title: watershed Project comments: Ex. SWM Pond "A" DESIGN STORMS SUMMARY Design Storm File,ID = Frederick County f Storm Tag Name = DevIO0 --- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 6.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = Dev 10 Data Type, File, ID = Synthetic Storm Typell 24hr Storm Frequency = 10 yr Total Rainfall Depth= 4.9000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = Dev 2 Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 2 yr Total Rainfall Depth= 3.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs step= .1000 hrs End= 24.0000 hrs MASTER DESIGN STORM SUMMARY PRE DEVELOPED FLOW EXISTING CONDI1IONS Network Storm Collection: Frederick County Total Depth Rainfall Return Event in Type RNF ID 2 yr 3.0000 Synthetic Curve TypeII 24hr 10 yr 4.9000 Synthetic Curve TypeII 24hr 100 yr 6.0000 Synthetic Curve TypeII 24hr MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion; ) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Return HYG Vol Qpeak Qpeak Node ID Type Event cc-ft Trun hrs cfs - - - - - ---- SUBAREA 10 JCT ----- ---- - - - - - - - - - 2 .097 12.0500 - - - - 1.43 SUBAREA 10 JCT 10 .215 12.0500 3.14 SUBAREA 10 JCT 100 .288 12.0500 4.17 *OUT 10 JCT 2 .097 12.0500 1.43 *OUT 20 JCT 10 .215 12.0500 3.14 *OUT 20 JCT 100 .288 12.0500 4.17 Max Max WSEL Pond Storage ---ft -- -- ac _ft -- - Avg. Velocity 0.22 ft/sec Segment C-D Time: 0.1259 hrs Sub Area 20 Segment D-E: Tc: TR-55 Shallow Hydraulic Length 72.46 ft Slope 0.13430 ft/ft Unpaved Avg. Velocity 5.91 ft/sec Segment D-E Time: 0.0034 hrs ---------------------- Total Tc: .1293 hrs -------------- Type.... Design Storms Name.... Frederick County Title... Project Date: 1/22/2004 Project Engineer: Project Title: watershed Project Comments: Prop. Pond "B" DESIGN STORMS SUMMARY Design Storm File,ID = Frederick County f Storm Tag Name = Dev100--- ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 6.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = Dev 10 Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 10 yr Total Rainfall Depth= 4.9000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = Dev 2 Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 2 yr Total Rainfall Depth= 3.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs MASTER DESIGN STORM SUMMARY POST DEVELOPED FLOW PROP. POND "B" Total Depth Rainfall Return Event in Type RNF ID 2 yr 3.0000 Synthetic Curve TypeII 24hr 10 yr 4.9000 Synthetic Curve TypeII 24hr 100 yr 6.0000 Synthetic Curve TypeII 24hr MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion; ) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event (ac-ft) (hrs) (cfs) (ft) (ac-ft) - - - - - SUBAREA 10 - - - - AREA - - - - - - - - - - - - - - - - 2 .113 12.0500 - - - - - 1.66 - - - - - -------- SUBAREA 10 AREA 10 .226 12.0500 3.23 SUBAREA 10 AREA 25 .281 12.0000 3.97 SUBAREA 10 AREA 100 .294 12.0000 4.14 SUBAREA 20 AREA 2 .012 11.9500 0.20 SUBAREA 20 AREA 10 .027 11.9500 0.47 SUBAREA 20 AREA 25 .035 11.9500 0.60 SUBAREA 20 AREA 100 .037 11.9500 0.63 *OUT 20 JCT 2 .125 12.1000 0.98 *OUT 20 JCT 10 .253 12.0500 1.58 *OUT 20 JCT 25 .316 12.0500 1.81 *OUT 20 JCT 100 .330 12.0500 1.86 POND 10 IN POND 2 .113 12.0500 1.66 POND 10 IN POND 10 .226 12.0500 3.23 POND 10 IN POND 25 .281 12.0000 3.97 POND 10 IN POND 100 .294 12.0000 4.14 PROP. POND OUTFLOWS POND 10 OUT POND 2 .113 12.2000 .023 FOR 2, 10 AND 100 YR 0.92 623.73 POND 10 OUT POND 10 .226 12.2000 1.35 624.80 .055 STORM EVENTS POND 10 OUT POND 25 .281 12.2500 1.48 625.18 .075 POND 10 OUT POND 100 .294 12.2500 1.50 625.25 .079 Runoff Curve Number Data (Proposed Condition) ----------------------------- Subarea 10 Soil/Surface CN - - - - - - - - - - ---- Commercial & Business; 95 Fair Condition; grass cover 50% 79 Composite Area & Weighted CN-- Subarea 20 Impervious Area Adjustment Adjusted acres %C %UC CN - - - - - 0.370 - - - - - - - - ------- 95.00 0.410 79.00 - 0_780----- -------------- 86.59 (87) Impervious Area Adjustment Adjusted Soil/Surface CN acres %C %UC CN - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- Fair Condition; grass cover 50% 79 0.120 79.00 Composite Area & Weighted CN 0.120 79.00 (79) Type.... Vol: Elev-Volume Name.... PROP. POND Elevation Volume Sum (ft) ------------------------------------------- (cu . ft) 622.55 0 623.00 297.19 624.00 1261.72 625.00 2697.28 626.00 5783.21 REQUESTED POND WS ELEVATIONS PROPOSED POND "B" Min. Elev. = 622 ft. Increment = 0.10 ft. Max. Elev. = 626.00 ft. OUTLET CONNECTIVITY - - - - > Forward Flow Only (Upstream to Dnstream) < - - - - Reverse Flow Only (Dnstream to Upstream) < - - - > Forward and Reverse Both Allowed Structure No. Outfall E1, ft. E2, ft. Weir -Rectangular W1 - - - > TW 626.00 626.00 Orifice -Circular 01 - - - > TW 622.55 626.00 TW SETUP, DS Channel OUTLET STRUCTURE INPUT DATA Structure ID = W1 Structure Type Rectangular - - ---_-Weir_ # of Openings - - - - - = 1 Crest Elev. = 626.00 ft Weir Length = 10.00 ft Weir Coeff. = 3.100000 Structure ID = 01 Structure Type-- Orifice _Circular - - - - - - - - - - - - # of Openings = 1 Invert Elev. = 622.55 ft Diameter = 0.50 ft Orifice Coeff. = 0.610 Structure ID = TW Structure Type = TW Setup, DS Channel Free Outfall Conditions Specified Convergence Tolerances Maximum Iterations = 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs PROPOSED STORM WATER MANAGEMENT STAGE STORAGE DISCHARGE CALCULATIONS Type.... Pond E-V-Q Table Name.... PROP. POND File.... c:\Documents and Settings\cfrook\Desktop\PR. POND\ LEVEL POOL ROUTING DATA HYG Dir = c:\Documents and Settings\cfrook\Desktop\VIRTS POND\ Inflow HYG file = work_pad.hyg - POND 10 IN 100 yr Outflow HYG file = work_pad.hyg - POND 10 OUT 100 yr Pond Node Data = POND 10 Pond Volume Data = POND 10 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 622.55 ft starting volume = .00 cu.ft Starting Outflow = .00 cfs starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Infilt. Q Total 2S/t + 0 ft cfs ac.ft cfs cfs cfs -------------------------------------------------------------------------- 622.55 .00 .000 .00 .00 .00 623.05 .48 .008 .00 .48 4.31 623.55 .83 .019 .00 .83 10.03 624.05 1.07 .031 .00 1.07 15.91 624.55 1.27 .047 .00 1.27 24.06 625.05 1.44 .065 .00 1.44 33.12 625.55 1.59 .101 .00 1.59 50.43 626.00 1.72 .133 .00 1.72 65.99 I r E d Z3 U J CD N d- � o C F C N a�0 � C7 _= U 0 .21 CM N Lp CO r c O > C'c co U `a5 U m c Cam �L o E uJ 3 � c_ C m3N�s O a v_ m V • U Z J 0 °-" V) U 0 CD Z Q Iz w Q � ® �z i- w 0- O.Of Q Q 0 Z Q Y U_ 0 J ® Q� 0 w Of z li� Q W O L ry 0 W J 3 V) z 0 < TH Q a o f 1 i K. ERICKSON 9 N No, 323 5 Ohs 10 27 ®' iv SIDNAL �, C a REVISIONS _o 2/13/06 DATE ONLY a- 6/21/06 DATE ONLY 7/12/06 DATE ONLY C 01 0 C i 0 i i DATE DESCRIPTION v CRF CRF o DESIGN DRAWN CHKD SCALE HORIZ. N/A VERT. JOB No. 3373-01-001 O DATE JUNE 2005 3 ° U FILE No. 3373 m SHEET 6 OF 9 a MATCH LINE — THIS SHEET 00 N O O C6 Z CD � n" 0 �Li O I- d LL] m Q O 0 0 Z iO rn O 0 O 0 F'K. b VVUUUtN OPAQUE FENCE- v PQ OPAQUE FENCE 8. „E 24982' 3 2 5 Cc aF Qr Cv 4 �a Pa • '2 ' Cv Lq �CD N89.57'38"E — 283.88' MATCH LINE — MATCH TO THIS SHEET LEGEND - no CANOPY TREE z m� Vf 0 Z 1=0 E O U J O co M a C7 _ N V o O1 O ca N 0 N CD rn U O) N O Ln C O Y �, r' N cU C O O - �O 1� E U U cn U a)o 3. t ai nzz E C_ d- C_ O X S m ca d ti 52 • U J w C) U LLJ � Q Z ry — ory CD LLJ -1 Q Z m ry >= w Q —� 0 Illf— �— z Q _ U�u � Q O 0V) U Z Q p Q� —' p 3�: o ot�z z m o ►L- ry ci-) Q w I U 3 w d EVERGREEN TREE 0 TH 0 Q I J ORNAMENTAL TREE L) K, ERICKSNN C/' No, 323 5 SHRUB ZONAL a_ REVISIONS o 2/13/06 DATE ONLY a 6/21/06 PER COUNTY i 7/12/06 DATE ONLY a C W O O O - I n r7 DATE DESCRIPTION U CO CO DESIGN DRAWN CHKD SCALE HORIZ.1"=30' VERT. 7D 0 ,toe No. 3373-01-001 co DATE OCTOBER 2005 U FILE No. 3373 m K) SHEET 7 OF 9 / PLANTING HOLE: 2-3 TIMES WIDTH OF R00TI3ALL 1"-3" CALIPER STAKED TREE PLANTING DETAIL NOT TO 56ALE STAKING 15 REQUIREP ONLY ON OPEN WINDY 51TE5 OR IF DEENO NECE55ARY FOR PROTECTION BY THE PROJECT CERTIFIED ARbOR15T. STAKE Al 5 -&'EVERGREEN TREES WITH TWO PRE55URE TREATED PINE OR OAK STAKES V, X V, X 6 PLANT 1/6 TO I k GP ROOT PALL ABOVE FINAL IN CLAY SOILS NEVER GUT LEADERS. PRL,E ONLY TO REMO& DAMAGED OR DRaKEN bRAANutEs. USE 2 5TRAND5 OF GALVANIZED 14 6A WIRE THROU6H RUMER H05E TWISTED LNTIL TAUT AND TREE IS PLIM. * SET 5TAK-5 OR EW5 LIP TREE SEE DETAIL M., 3-4" LAYER 6HREDDED BARK MU-6,11 RAND #12 VAN IZED L WIRE, OPE AND 1TURAL AND I FROM OF $ALL -3" MPORARY RTH SAUCER )ISTIRBED L PEPE5TAL * STAKINIG 15 REQUIRED ONLY ON OPEN WINDY SITES OR IF DEEl" NECESSARY FOR PR0rEGTWN PY THE PRO.ELT CERTIFIED A MRIST. IV' MINIMLM VARIES REMOVE CONTAINER BEFORE PLANTING EARTH SAUCER 6PEOlf LED 13AGKF ILL _ = TAMP TO PREVENT II III = SETTLEMENT SCARIFY SIPES IIT�IIIIIII IIIIIIII=111111�11111111�1111111 12„ NOTE PLANT 1/5 TO 1/4 ROOTBALL ABOVE FINAL GRAPE IN CLAY CONTAINER PLUS 18 SOILS. CONTAINER SHRU 5 PLANTING DETAIL NOT TO SCALE * LOf 15 a f51DE OF sWSA AND THERE 16 NO GURp/ 6UfTER 1N THIS VEHIa& 6TOMt AREA PLANT 66HEPULE--PERIMETER PARKING; LOT-* KEY AN16AL NAME I COMMON NAME I ICOWITION ° DECIDUOUS TRMS TG 15 TILIA CORPATA LITTLELEAF LINDEN 2" 2.5 GAL. B & B PA 16 PLATANU5 x ACERIFOLIA L"ON) pLANETREE 2"2.5" GAL. B & B QR 17 GjL RCU RUaRA NORTHERN REP OAK V 2.5' GAL. 13 & 15 O ORNbAMI NrAL TREES NP 29 NANPINA POMESTICA 'NANA' DWARF HEAVENLY BAMBOO I�Z�" & B KEY QTY. BOTANICAL NAME COMMON NAME 517E CONDITION ° DECIDUOUS 6HAPE TREES PA 5 PLATANUS x ACERIFOLIA 1 OWON PL4EFF E Z" 2.5 GAL. B & B QR 10 gERGUS RUBRA NORTHERN RED OAK V 2.5' GAL. 15 & 15 TG h TILIA 6 WATA LITTLELEAF LINDEN 2" 2.5' GAL. B & B TWES CL 33 CLJPRE55pC mis LEYLANPII LEnANP CYPRESS 6-Y HT. B & B I aF 44 ILEX x ATTENJATA 'CULT' 1705TER HOLLY 6-7 HT. B & 15 P5 15 PINU5 STROAUS WHITE PINE 6-7 HT. B & 15 .9 ORN*& WAI- TREES C(, 23 GERGIS CMWEN515 REPftP 2" 2.5' GAL 13 & B GF 10 CORNU5 FLORVA FLOWERING DOGWOOD 2" 2.5' GAL. B & B GV 14 CHONANTHJS VIRGINICUS FRIN6ETR,EE 2" 2.5' GAL. 13 & B Py-TIO MAGNOLIA VIROINIANA SWEETbAY MAGNOLIA I V 2.5' GAL. B & _�] NOTE 1. PLANTS WERE C1105EN TO SERVE SPECIFIC NEEPS OR ACCENT INDIVIDUAL AREAS, THEREFORE, 511135TITLITIONS ARE TO BE MADE WITH THE PERMISSION OF THE LANDSCAPE DE616NER AND FREDERICK COUNTY PLANNING PER SECTION 165•-3613 &'�f THE ZONING ORPINANGE. T. 6UB5TITUTION6 WILL 15E REA60NA SLY GRANTED IF THE CONTRACTOR MAINTAINS WITHIN THE SPECIES OF THE PLANT/ 611006E A DIFFERENT C-ULTIVAR/ VARIETY OTHER THAN THE INDIVIDUAL PLANT IN QUESTION- 5. FOR TH06E SUBSTITUTIONS (OUTSIDE OF THE SPECIFIED SPECIES) OF WHICH NO AVAILABILITY 16 WITHIN THE PL. METRO AREA, THE CONTRACTOR OR OWNER 15 TO CONTACT THE LANDSCAPE DESIGNER FOR A SUITABLE REPLACEMENT AND NOT ,05T USE WHATEVER MAY 15E "IN STOCK' AT THEIR PLACE OF BUSINESS. 4. SHOI-P 61,)13STITUTION6 BE MADE WITHOUT THE CONSENT OF THE LANDSCAPE ARCHITECT, AND THE TREE 115 6RO55LY INCORRECT FOR THE AREA/ INTENTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE INCORRECT TREE AND REPLACEMENT WITH THE 6,0 R T ONE. LANDSCAPE INSTALLATION SPEGIFIGATIONS 1. ALL PLANT MATERIAL SHALL CONFORM TO CURRENT AMER16AN ASW61ATION OF NURSERYMEN'S STANDARDS ANP To HORTU5 THIRP (1977 EDITION) FOR BOTANICAL ANP COMMON NAMES. 2. BALLED AND BLJRLAPPED PLANTS SHALL BE PU6 WITH FIRM NATURAL BALLS OF EARTH. BALL 61ZE5 SHALL BE IN A66-ORPANCE WITH AAN. SPE641`I6ATION6. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTAB1-161-0 IN THE CONTAINER IN WHICH IT 15 SOLD. AN E5TABLISHED CONTAINER 6ROWN PLANT AN ESTABLI511EIP CONTAINER 6ROWN PLANT SHALL HAVE A ROOT SYSTEM DEVELOPEP SUFFICIENTLY DEVELOPED SUFFIUEN LY TO RETAIN ITS SHAPE WHEN REMOVED. 3. ALL PLANT MATERIAL. SHALL BE NURSERY 6ROWN UNLESS OTHERWISE SPECIFIED. NO PRUJIN SHALL BE PONE BEFORE PLANTING OR DURINOT11E RANTING OPERATION EXCEPT FOR PRUNING OF BROKEN LIMBS DIE TO HANDLING. 4. ALL PLANT MATERIAL SHALL BE 6OVERED ANP PROTECTED FROM EXCZ661VE PRYING DURING TRANSIT ANP DUJRIN6 ON51TE 6TORA6E. ROOTBAIl.S/ GONTAINERIZEQ RANTS ARE TO BE THOROUGHLY WATERED DAILY IN THE MORNING. UDDER NO 6I96,UVISTANCE5 ARE TREES TO BE STORED ON51TE FOR MORE THAN ONE WEEK. 5. ANTI-DE6166ANTS SHALL BE APPLIED ON ALL MATERIAL DU6 WHILE IN LEAF. 6. MUCH MATERIAL SHALL BE SHREDDED HARDWOOD MUCH, PINE BARK OR APPROVED EQUAL. MATERIAL SHALL BE MULHIN6 GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER 7. PLANTIN6 BACKFILL MIXTURE SHALL BE THREE PARTS EXISTIN& TOPSOIL MIXED EVENLY WITH ONE PART SPHAGNUM PEAT MOSS, LFAF6R0(TM), OR 61MILAR MARKETED OROANIG MIX. EXISTING TOPSOIL SHALL BE FREE OF STONES, LUMPS, RANTS, ROOTS, ANP OTYIER DEBRIS OVER 2 INUIES. IT SHALL. NOT CONTAIN TOXIC SUBSTANCES HARMfU- TO PLANT 6ROWT11. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0 5. PLANTING PROCEDURES FOR TREES ANP 6HRL956: A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL PETALS. 15. REMOVE ALL TA6, RIBBONS AND BINPIN6 MATERIALS 15ffORE PLANTING. G. TREES AND SHRUBS SHALL BE PLACED IN THE RANTING PIT, AND MANEUVERED ONCE IN IT, BY LIFTING FROM THE BALL (NEVER FROM THE BRANDIES OR TRUNK). ALL PUNT MATERIAL SHALL BE PL A6ED IN A STRAIGHT P051TION WITHIN THE RANTING PIT WITH THE MOST DESIRABLE SIDE PLACED TOWARP THE PROMINENT VIEW (51PEWAL K, STREET, ETC.). D. THE TREE OR SHRUB PIT SHALL BE BAGKFILLED WITH A SOIL MIXTURE, A5 PER #7 OF THESE SPFlf. THE PIT SHALL BE FILLED HALFWAY INITIALLY ANP TAMPED FIR -Y. ALL ROPES AROUND THE ROOTBALL SHALL BE OJT, T•A65 ARE TO BE REMOVED (ANP 61VEN TO THE CLIENT), WIRE BASKETS ARE TO BE GUT/ REMOVED HALF OF THE DEPTH OF THE BALL, ANP THE BURLAP OR BALL WRAP 16 TO BE PULED BACK ONE THIRP ON ALL W PLANT MATERIAL. COMPLETE BA64<FILLIN6 THE PLANT PIT AND TAMP FIRMLY. BAGKFIH SOILS SHALL NOT COVER THE TOP OF THE ROOTBALL MU. -CH THE ROOT15ALL ANP SAUCER WITH A MINIMUM OF 3" 6HREDDED HARDWOOD OR PINE BARK MUCH. TAPER THE MUCH TO THE BASE OF THE TRUNK. UNDER NO (AF61 5TANCE6 15 THE TRUNK TO BE BURIED IN ANY DEPTH OF MLL,CH. IF NOTICED IN A P05T-60NSTRUCTION VISIT, CONTRACTOR CAN BE ASKFP TO RE -VISIT THE SITE AND FIX THE MU-611 AC60RDIN6LY. E A SOIL INOGUJWT CONTAINING MYCORRHIZAE, ANP ROOT 115I05TIMULANTS SHALL BE ADDED AFTER COMPLETION OF THE 15A0CFILLIN6. TREE CANOPY 6&6t"TION6 GROSS SITE AREA: 298,970 SF ((S( AC) llffER (MI TO RA) -IOd WIDE FULL 56REEN (W/ 6' H16H BARRIER) REQUIRED PLANTING (3 PLANTS/ 10 LF): 174 -560 LF/ 10 = 56 x 3 = 174 PROPOSEP PLANTING 174 PARKING LOT LANDSCAPING (INTERIOR) REQUIRED PLANTING: 2 TREES & 720 SF -NO L -66 THAN I TREE/ 10 SIP & 57. OF PARKING LOT AREA IN ISLANPS PROPOSED PLANTING 4 TREES & 540 SF PARKING LOT LANDSCAPING (PERIMETER) REQUIRED PLANTING: -1 SHAPE TREE/ WOO s f 51 -IO2,000 SF IMPERVIOUS & GRAVEL SURFACES -3, HIGH (EVEROW-EN) 6HRU15 HEDGE* 29 PROPOSED PLANTING --SHADE TREES 51 -3' 6HRU15 HEDGE* 29 * 6' OPAQUE FENCE SURROUNPS 6RAVEL AREA 9►9►� -WAl '" 1. iw 1. THIS PLAN FOR RANTING LOCATIONS ONLY. 2. CONTRACTOR SHALL BE SOLELY RE61?ON5IB1J= FOR ALL PLANT MAINTENANCE, IN(LU?IN6 SHRUBS ANP 6ROUND6OVER, AND SHALL MAINTAIN AREA IN A WEED- ANP PFPR16-FREE CONDITION, THROUGHOUT THE ONE YEAR 6UARANT Eff PERIOD. 3. CONTRACTOR SHALL LAY OUT ANP CLEARLY STAKE ALL PROPOSED IMPROVEMENTS INCLUDED ON THIS PLAN. 4. CONTRACTOR 15 RESPONSIBLE FOR CONTACTING M155 UTILITY PRIOR TO PE&INNIN6 CONSTRUCTION FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOGATFD A MINIMUM OF 4' FROM SEWER/WATER EASEMENTS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY ANP ALL PUBLIC OR PRIVATE UTILITIES. 5. CONTRACTOR TO VERIFY PANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN. LANDSCAPE ARDIITECT SHALL BE ALERTEP 15Y CONTRACTOR OF ANY DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION. UNIT PRIDES FOR ALL MATERIAL SHALL BE SUPPLIED TO THE OWNER AT 15PPIN6 TIME 6. ALL MATERIALS SHALL BE SUbdELT TO APPROVAL BY THE LANP666APE ARDIITEGT. OWNER SHALL RECEIVE TA6 FROM EA(11 PLANT SPECIES AND A LIST OF PLANT SUPPLIERS. WHERE ANY REQUIREMENT5 ARE OMITTED FROM THE PLANT LIST, THE PLANTS FIBNI5110 SHALL MEET THE NORMAL REQUIREMENTS FOR THE VARIETY PER THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, P1fL16HED BY THE AMER16AN A5506,IATION OF NL RSERYIvEN (AAN). RANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARGHITELT. T WHERE TREES ARE PLANTED IN ROWS, THEY SHALL BE UNIFORM IN 517E ANP SHAPE 5. SIZES SPECIFIED IN THE RANT LIST ARE MINIMUM SIZES TO WHICH THE RANTS ARE TO BE JUD6ED. FAILURE TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN REJECTION OF THAT RANT. 9. ALL PLANTS SHALL BE FRESHLY DUG, Sam, HEALTHY, VI60R0Ln, WELL BRANCHED, FREE OF DISEASE, INSECT E665, AND LARVAE, ANP SHALL HAVE APEQUJATE ROOT SYSTEMS. 10. NO EXISTING TREES SHAH. BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER EXCEPT WHERE NOTED ON BANS. No GRUBBING SHALL OCCUR WITHIN EX16TINO TREE AREAS. II. TREES SHALL BE LOGATEP A MINIMUM OF 4' FROM WALLS ANP WALKS WITHIN THE PROJECT. IF CONFLICTS ARISE BETWEEN ACTUAL 61ZE OF AREA ANP PLANS, CONTRACTOR SHALL GONTAGT IANPSGAPE ARGHITFLT FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE OWNER OR LANDSCAPE ARDIITELT WILL RESULT IN CONTRACTOR'S LIABILITY TO REL ZATE MATERIALS. 12. CONTRACTOR To SLIGHTLY ADJUST PLANT LIIGATIO46 IN THE FIELD A5 NECESSARY TO BE CLEAR OF DRAINAGE SWALES AND UTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED 50 A5 TO NOT IMPEDE PRAINA6E. 13. TREE STAKING ANP 6UYIN6 SHALL BE DONE PER PETAILS, IF NECESSARY. CONTRACTOR SHALL ENSURE THAT TREES REMAIN UPRIGHT FOR THE DURATIJON OF THE ONE YEAR 6UARAMEE PERIOD. AT THE ENP OF ONE YEAR, ALL RUBBER HOSE AND WIRE STAKES, AND ANY MISG. TAG5 ARE REMOVED FROM THE TREES ANP THE SITE. 14. MULDi I5 TO BE SHREDDEP HARPW00P BARK FOR TREES ANP SHRUBS. 15. ALL CONTRACTORS SHALL BE REIvIRED TO COMPLETELY REMOVE ALL TRASH DEBRIS ANP EXCESS MATERIALS FROM THE WORK AREA AND THE PROPERTY (ESPECIALLY AT ALL CURB, WFFERS ANP 6PEWALKS) DAILY DURING INSTALLATION. 16. DEAD PLANTS ARE TO BE REMOVED FROM THE JOP BY THE COMPACTOR WEEKLY. CONTRACTOR SHALL MAINTAIN AN UPDATED, COMPREr1EN51VE LIST OF ALL REAP MATERIALS REMOVED AND PRESENT A COPY OF THE LIST TO THE OWNER AT THE ENP OF EVERY MONTH DURING TI-E CONTTRAGT PERIOD. IT CONTRACTOR SHALL 6IW*FEE ALL LANDSCAPE IMPROVEMENTS, INCLUDING 6EEDIN6, FOR ONE FL L YEAR A5 REQUIRED BY THE SPECIFICATIONS. CONTRACTOR MUST CONTACT THE OWNER AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE ACCEPTANCE INSPECTION(S). CONTRACTOR MUST REPLKACE ALL DEAD OF UNACCEPTABLE RANTS DUJRIN6 THE FOLLOWING RECOMMENDED RANTING SEASON. I6. ALL PLANTIN6 SHALL CONFORM TO THE REQUIREMENTS OF VIROINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION 6 "6UDELINE5 FOR PLANTING ALONG VIROININS ROADWAYS AS APPLICABLE. �_ r • r '„ I (AS PER VESGH U6 REQUIREMENTS) TEMPORARY SEEDING (A5 PER E8S REQUIREMENTS) NOTE: PRIOR TO SODDING, THE SURFACE SHALL BE CLEARED OF ALL VEGETATION, TRASH, DE13RI5, AND OF ALL ROOTS, W116H, WIRE, GRADE STAKES, AND OTHER OBLFJS THAT WOULD INTFRFFRE WITH THE PLANTIN6, FERTILIZING, OR MAINTENANCE OPERATIONS. I. SELECTION OF PLANTS SHOULD BE BASED ON THE SPECIFIC SITE ANP SEASON AND PER VESCH TABLES 3.31-W. -TEMPORARY SEED SHALL CONSIST OF THE FOLLOWING PER SEASON: FEE. 15: 50/5o MIX of ANNUAL RYE6RA55 (EAIUM MULTI-F-ORIM) AND CEREAL (WINTER) RYE (SECAL..E CERFALE) AT A RATE OF 75 L P/ ACRE DEB• 16 - APR. 30: ANNUAL RYES RA55 (LGLIUM MULTI-F`.ORUvI) AT A RATE OF 60 L.B/ ADzE. -NAY I - AUG. 31: 6ERMAN MILLET (SETARIA ITALIGA) AT A RATE OF 50 L15/ ACRE 2. LIMING REQUIREMENTS SHOULD BE BASED ON TABLE 331-A OF VESDI. -AFTER TESTING THE SOIL FOR A PH COUNT, LIME SHALL BE APPLIED AT A RATE OF: -3 TONS PER ACRE, IF PH 15 BELOW 42 -2 TONS PER ACRE, IF PH I5 4.2 TO 5.2 -1 TON PER ACRE OF PH 15 5.2 TO 60 -PO NOT APPLY LINE ABOVE A PH OF 6.0 3. FERTILLZERS SHALL BE APPLIED AT 600 LPf / ACRE FERTILVER SHALL BE INCORPORATED INTO THE TOP A!' OF THE SOIL -FERTILIZER SHALL CONSIST OF I/3 IMMEPIATELY AVAILABLE ANP 2/3 WATER IN501.11BLE NITROGEN. UREA FORMAL..DEIIYDE (LJF) ANP DISO"YLVENE UREA (IWU) MEET THESE STANDARDS. -NOTE: IF A SOIL TEST IS DONE ANP EXISTING NUTRIENTS ARE FOUND TO BE APEQUATE, No FERTILIZATION 15 NECESSARY. 4. SEED SHALL BE EVENLY APPLIED, AND SMALL 6RAIN5 SHALL BE RA 4W NO MORE THAN 1/2' DEEP. 5. SEED SHALL BE MULH=D AT A DEPTH OF 1/2-I" WITH STRAW MUL-I ANP SHALL BE ANCHORED WITH EITHER A GHEMIGAL MU.GH BINPER, TWINE, OR NETTIN6. PERM INC- (AS PER U& E=I ENTS) 1. PERMANENT VEGETATION COVER MUST MEET THE REQUIREMENTS OF MINIMUM STANDARDS 0 005 0)- -ALL TAGS ON CONTAINERS OF SEED SHALL BE LABELED TO MEET THE REQUIREMENTS OF THE STATE SEED LAW. -ALL SEED SHALL BE SUBJECT TO RE -TESTING 15Y A RECOGNIZED SEED LABORATORY THAT EMPLOYS A REGISTERED SEED TECHNOLOGIST OR 15Y A STATE SEED LAB. -ALL SEED USED SHALL HAVE BEEN TESTED WITHIN TWELVE MONTHS. -THE QUALITY OF THE SEEP USEP SHALL BE SHOWN ON THE BAO TA65 TO CONFORM TO THE GUIPELINE6 IN TABLE -TURF-TYPE TALL FESCUE: MIN. SEED PURITY-19S7./ MIN. 6ERMINATION-857- -PH;ZENNIAL RYE6RA%. MIN. SEED PURITY-98%/ MIN. 6ERMINATION--907. 2. PROVIPE A NOTE WHICH PESGRIBES THE PROCEDURE FOLLOWED IN SELECTIN& PLANT MATERIAL. THE SELECTION SHOULD BE BASED ON TABLES 35 n - AO DEPENDING ON CLIMATE, TOPOGRAPHY, SOILS, AND SITE CONDITIONS. --GRASS TYPES SHALL CONSIST OF 107o PERENNIAL RYE6RA55 ANP 90% TURF -TYPE TALL FESCAE. WITH THIS MIX, THE PERENNIAL RYE WILL 6ERMINATE FASTER TO HELP STABILIZE ANY %OPE5 BEFORE THE FESCUE SOON 6ROW5 BEHIND IT. BOTH TYPES ARE FAIRLY WINTER HARPY ANP THE FESCUE PERFORMS ADMIRABLY IN DROUGHT SITUATIONS. BOTH TYPES ALSO TOLERATE SOMEWHAT POORLY DRAINED AREAS. LIKEWISE, THEY TOLERATE FREQUENIT TRAFFIC, ANP HIGH MAINTENANCE THIS MIX SHOULD BE APPLIEP AT A RATE OF 200 LB/ PER ACRE 3. THE PLANTING SOIL MUST HAVE ENOL H FINE GRAINED SOIL, SUFFICIENT PORE SPACE, SU FIGIENT DEPTH, AND FREE FROM TOXIC OR EXCESSIVE QUANTITIES OF ROOTS ANP SHALL BE APPLIED IN A66,ORDANCE WITH STANDARD 3.30. -TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDPY CONDITION, WHEN TOPSOIL OR SUP&RAPE IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER 6RAPIN6 OR PROP05EP 50DDIN6 OR SEEDING. THE TOPSOIL SHALL BE UNIFORMLY DISTRIBUTED TO A MINIMUM COMPACTEP PPPTH OF 2" ON 3:1 OR STEEPER SLOPES ANP A" ON FLATTER SLOPES. ANY IRRE6LLARITIE5 IN THE SURFACE, RESLLTIN6 FROM TOP501LIN6 OR OTHER OPERATIONS SHALL BE CORRECTED IN ORDER TO PREVENT THE FORMATION OF DEPRESSION OR WATER POCKETS. -THE TOPSOIL MUST BE COMPACTED ENOLOH TO ENSURE GOOD CONTACT WITH THE UNDERLYING SOIL ANP TO OBTAIN A LEVEL SEED BED FOR THE ESTABLISHMENT OF H16H MAINTENANCE TURF. HOWEVER, EXCESSIVE COMPACTION 16 TO BE AVOIDED AS IT INCREASES RUNOFF VELOCITY ANP VOLUME, ANP PETERS SEEP 6ERMINATION. I. SODDED AREAS SHALL BE BROUGHT TO FINAL 6RAPE IN A6i5ORDAN6E WITH THE APPROVED BANS. 2. SOIL TESTS SHOULD BE MADE TO DETERMINE THE EXACT RE,VURE7MENT5 FOR LIME AND FERTILIZER -SOIL TESTS SHALL BE GONXUCTEP BY A STATE LABORATORY OR RE606NIZED COMMERCIAL LABORATORY. -FF-RTILIZER: ALL FERTILIZER SHALL BE LJNIFOWM IN COMPOSITION, fREE-FLOWING, AND SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT. FERTILIZER APPLICATION RATES SHALL BE DETERMINED BY SOIL TEXTS. FERTILIZER SHALL BE PISTRIWU EVENLY OVER THE ENTIRE AREA TO BE SEEDED. -LINE: LIME MATERIAL SHALL BE 6ROUNP LIMESTONE (HYDRATED OR BURNT LIME MAY BE SUBSTITUTED) WHICH CONTAINS AT LEAST 507 TOTAL OXIDES (GALLIUM OXIDE PLUS MAGNESIUM OXIDE). APPLICATION RATES FOR LIMING MATERIALS SHALL BE PETERMINED BY SOIL TESTS. LIME SHALL BE DISTRIBUTED UNIFORMLY OVER THE ENTIRE AREA TO BE SEEDED. ALL LIME AND FERTILIZER SHALL BE UNIFORMLY MIXED INTO THE TOP A" OF SOIL BY DISON6, HARROWING OR OTHER APPROVED METHODS. ANY UNDULATIONS OR IRRE6ULARITIES IN THE SURFACE RESULTING FROM FERTILIZING, TILLING, OR OT}IER CAUSES SHALL BE LEVELED PRIOR TO SOWIN6. 3. PRIOR TO LAYING SOD, SOIL SURFACE SHALL BE CLEAR OF TRASH, DEBRIS, ANP LARGE 0BJE6T6. 4. QUALITY OF SOD SHALL BE STATE CERTIFIED ANP ENSURE 6ENETI6 PURITY ANP HIGH QUALITY. 5. 60 SHALL NOT BE LAIP IN E7(GESSIVELY WET OR PRY WEATHER ANP BE DELIVERED AND INSTALLED WITHIN 36 HOURS. 6. SOD SHOU..D Nor BE LAID ON FROZEN SOIL SURFACES ANP SHALL BE INSTALLED PER RATE 3.33-I OF VESCH (SEE DETAIL THIS SHEET). E d O O U J o NN C3 N M C a - _ � _= U cf) � O > N c c 3 00 Lca L ai 0 v E E m � r 3 a LL m U V Q r- w V) 1--- U ® W rQ ® 0 C W -> W Z 0- Q i �- J ® L F- Z�- (n ::) z LLJ_ � Q O QV) 7; U 0 w 0 Qry �o Q � z z U M 0 � I:) (n z Q Q J L.Li A 3 L6 Q w 0 0 Z a w 0 z TH 0 Ln 0 Q co 0 v K, ERICKSON N No. 323 5 sIONAL o 0- REVISIONS _o 2/13/06 DATE ONLY 6/21/06 PER COUNTY i 7/12/06 DATE ONLY 0 0 s M DATE DESCRIPTION J.O. J.O. o DESIGN DRAWNFCH SCALE HORIZ. VERT. JOB No. 3373-01-001cj DATE OCTOBER 2005 FILE No. 3373 m SHEET 8 OF 9 C4 Ii GENERAL NOTES: STORM DRAIN 3.07-8 IP SILT FENCE 3.05-1 SF xx x x LEVEL SPREADER 3.21-2 INLET PROTECTION 0('WITH WIRE SUPPORT1. IMPERVIOUS CORE IS TO BE CONSTRUCTED FROM SOILS CLASSIFIED AS "ML", "CL", OR "SC" PER ASTM D-2487 ) f u I STREET APPROAGti s� COMPACTED TO 95% PER ASTM D-698. A 5EA'AOWANc AS MAwLNE 1. SET THE STAKES. 2• EXCAVATE A 4" X 4" TRENCH CROSS SECTION SHOWS TO DE AS l c I �' Ra.aw,r z BLOCK &GRAVEL CURB INLET UPSLOPE ALONG THE LINE _-wN! 2. THE CUT OFF TRENCH (IF REQUIRED) SHALL EXTEND A MINIMUM OF 2' BELOW SUBGRADE OR TO REFUSAL. OF STAKES. JUTE, OR EXCELSIOR (RADIUS 1a Be A$ RAlkx t1MFlNAT SHOWN ON PL.ANS> 4, SEDIMENT FILTER 6' + STAPLED EQUIVALENT , CURB AFya GLITTER MAX. VARIABLE MIN. 7' csrro. G-61 3. DESIGN AND CONSTRUCTION OF THE PROPOSED DAM IS SUBJECT TO RECOMMENDATIONS AND INSPECTION BY A QUALIFIED STAPLED IN PLACE � � T.. / � � �/ •.-' a y:r _,,, GEOTECHNICAL ENGINEER. CURB INLET f� II I I " I' CLASS A3 :, ''• . "° \` �I+ / " 6 MIN. 51EiEwxX I I _ (H.£.s.) :,` :. ►.� BURIED 6" MIN. BURIED 6 MIN. �„ / I,©W 6.. eoNGREErE -- PC GENERAL SPECS F 0 R S.W.M. _ DAM _ AND FACILITY - o / JOINT SECTION C-C NOTE; WIDTH "B" 2'-0' OR A$ c� MAk•A,.K ROADWAY FLOW SHOWN ON TYPICAL SECTMN A J 1. AREAS UNDER THE EMBANKMENT AND ANY STRUCTURAL WORKS SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL,'; :� 4" LEVEL LIP OF ROOTS OR OTHER OBJECTIONAL MATERIAL. l`LAN VIEW 2:1 OR COWTRW1 GHADE CHANGES W17H A PARABOLIC CURVE. 2. THE SUITABILITY AND ACCEPTABILITY OF ALL FILL MATERIAL WILL BE DETERMINED BY REGULAR PERIODIC SOIL ANALYSIS AND MIN• 6' FLATTER COMPACTION TESTS, WHICH SHALL BE MADE BY A QUALIFIED GEOTECHNICAL ENG. 3. ATTACH THE FILTER FABRIC WHEN THE ENTRANCE RADICANNOT ACCOMMODATE 4. BACKFILL AND COMPACT THE TURNNG REOUR£MENTS OF ANTICIPATED HEAVY TO THE WIRE FENCE AND THE EXCAVATED SOIL. LEVEL SPREADER WITH VEGETATED UP TRUCK TRAFFIC, THE DEPTH FOR SIDEWALX L CURB - EXTEND IT INTO THE TRENCH. 'n'PMAEXXIC CURVE RAMPS WITrw THE LIMITS of THE RALMSHcxz-D BE 3. TESTS FOR SOIL ANALYSIS, MOISTURE CONTENT, AND COMPACTION ARE TO BE CONDUCTED IN ACCORDANCE WITH THE LATEST _ __ _ EDGE OF SHOULDER OR LOP MAX. _ - D NCREASED TO 7", APPLICABLE ASTM STANDARDS AND SPECIFICATIONS. WIRE SCREEN - - `^ OPToxx FLOW LMIE D CONCRETE BLOCK WHEN SPD. CG-11 IS U5E0 FOR ENTRANCES BUILT ___ MAIN:I,E. ROADWAY ^....-. - --.-.. "- ••- •T... - IN ONAWlION WITH VDOT PRO CCTS. PLEASE 4. MATERIALS USED FOR THE IMPERVIOUS CORE AND CUT-OFF TRENCH, IF REQUIRED SHALL BE, COMPRISED OF ONE OF THE GRAVEL FILTER CROSS SECTION B x MAX 0 Nod TT FIx.I.OwrNa sLDI eHu,GL FOLLOWING SOILS AS DESIGNATED BY THE UNIFIED SOIL SYSTEM: SC, CL, OR ML, HAVING A MINIMUM PLASTICITY INDEX OF 8 VDOT #3, #357, #5, #56 OR 40NN. FOR srnE£r � "-•--�-�-... [} X� MAINLETME PAVEMENT S•w.t NE CONSTRUCTED 5`M,N• TO THE R/W LINE (EXCEPT ANY SUBGRADE WITH A MINIMUM OF 45% PASSING THE No. 200 SIEVE AND A MAX. OF 5 RETAINED ON THE N0. 4 SIEVE. RUNOFF �__. I #57 COARSE AGGREGATE IN STAN(IZAION R£OVRE0 FOR MANLW WATER WITH OVERFLOW _ GALVANIZED WIRE AMESH BASKET °' ° NTR °'""'ER PAVEMENT T CM BE OMITTED I( 5. THE EMBANKMENT MAY BE CONSTRUCTED AS A HOMOGENOUS EMBANKMENT DAM USING ACCEPTABLE MATERIAL CLASSIFIED SEDIMENT --� - f /� VARIABLE MIN. 7' SECTION A - A FILTERED WATER / :• RATXx CLINE DR COMBINATION clAm ML, CL, SC, OR GC SOILS PER ASTM D-2487. IN ADDITION TO THESE MATERIALS, SOILS CLASSIFIED CH AND MH MAY BE FILTER CLOTH ® ANa 4UT THE R/W NOT BE CDNSTRDK TED GUIDELINES FC3R GRAOL: CHANGED YOND THE R/W LINE EXCEPT FOR O USED AS COMPACTED EMBANKMENT FILL BELOW THE UPPER 5 FEET OF THE SLOPES. SOILS CLASSIFIED AS SM OR GM PER / / SECURE WIRE MESH TO TIMBER KPIACEIMEHT PURPOSES, ASTM D-2487 OR SUITABLE FILL MAY BE USED FOR EMBANKMENT IN THE DOWNSTREAM HALF OF THE EMBANKMENT. �` HIS FLOW SECURE WIRE TO 6X6 TREATED TIMBER • -IIIIII » WHEN USED N CONJI,NCTION WITH STANDARD I 6 MIN. cG 3 OR CIS T THE culls SAGE ON MATCH GROUND WITH #5 REBAR TO ENTRANCE YOLEJMME uEs:RAFAE MAxaKrM KTANOARD � TO BE AOJLtSTEa To WATCH THE 6. COMPACTION SHALL BE NOT LESS THAN 95% OF THE MAX. DRY DENSITY FOR THE GIVEN EMBANKMENT MATERIAL AS WIRE STAPLES SECURE TIMBER MOUNTABLE CUM CONFICURAT*N. DETERMINED BY USE OF THE STANDARD PROCTOR METHOD PER ASTM T-99 OR ASTM D-698. a : ,t: ' SIGH (MORE THAN ,SDo vPOj D z 3 z SEE STMMARO CG-!2 FOR CURB RAMP DESIGN MEDIUM (500-1500 VPO) S 3 X 6 z 10 BE USED WITH THIS STANDARD. 7. THE FILL SHALL BE CONSTRUCTED IN 8-INCH LOOSE LIFTS AND SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF THE , ,+ .d. v LOGY (LESS THAN Sou VPD) s 6 z 15 z )K PLANS Aff TO FLOW LKIDICA REQUIREDTO, POSITIVE FILL SO THAT SMOOTH HORIZONTAL PLANES ARE NOT BUILT INTO THE FILL STRUCTURE. SMOOTH HORIZONTAL PLANES CAN DRAINAGE ACWSS THE ENTRANW�. BE AVOIDED BY SCARIFYING OR USE OF SHEEPS-FOOT ROLLERS. SEDIMENT CIURB INLET EXTENSION OF FABRIC AND WIRE INTO THE TRENCH pP'( » 7' MIN. 3' ppRrl10F'"M0F'Qrl'"`LJTTTEERMTO PPRRECLUDE PPOOIIDDW OF WATER, WIRE SCREEN 2 X 4 WOOD STUD UNDISTURBED 8. THE EMBANKMENT SHALL BE CONSTRUCTED TO A MINIMUM ELEVATION 5% HIGHER THAN THE DESIGNED HEIGHT TO ALLOW FOR FILTER FABRIC SOIL J E SETTLEMENT WHEN MECHANICAL COMPACTORS ARE USED FOR CONSTRUCTION. SPECIAL APPLICATION 2:1 OR AMIN SPECIFICATION METHOD OF TREATMENT- - o o) a THIS METHOD OF INLET PROTECTION IS APPLICABLE AT _ 6' FLATTER REFERENCE c\I co 9. IF SUFFICIENT ACCEPTABLE MATERIAL IS NOT AVAILABLE ON THE SITE TO PROPERLY COMPLETE THE FILL, THE CONTRACTOR WIRE CONNECTION FOR STREET INTERSECTIONS N M o 2 IS RESPONSIBLE FOR ACQUIRING ACCEPTABLE BORROW MATERIAL. CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY 5D2 REV, 7.01 CD a N LEVEL SPREADER WITH RIGID UP AND COMMERCIAL ENTRANCES _ TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. - (D N � c = VIRGNIA DEPARTMENT OF TRANSPORTATION 203.04 U) � � �- � N 0 � 10. THE STORM WATER MANAGEMENT FACILITY IS TO BE OWNED AND MAINTAINED BY THE OWNER AS FOLLOWS: * MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & cc 1ze O Y N o * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SPEC. 3.19, RIPRAP 0 m � 0 3 (A) THE STORM WATER MANAGEMENT FACILITY SHALL BE INSPECTED ON A SEMI-ANNUAL BASIS AND AFTER ANY STORM 1t"" > L u t �; E WHICH CAUSES THE CAPACITY OF THE FACILITY TO BE EXCEEDED. ANY TRASH AND/OR DEBRIS WITHIN THE FACILITY' S MN ---' m N SHALL BE REMOVED AND PROPERLY DISPOSED OF. INSPECTION REPORTS ARE TO BE MAINTAINED BY THE OWNER. 6 CRUSHE TEMPORARY STONE 3.02-1 OUTLET PROTECTION 3.18-1 OPCID b n,an. RUN SUBBASE CONSTRUCTION ENTRANCE (B) THE STORM WATER MANAGEMENT FACILITY SHALL BE PERIODICALLY CLEANED OUT (EVERY 5-10 YEARS) DEPENDING ON1.. ' CROSSWALK SEDIMENT LOADING, SO AS TO REESTABLISH THE ORIGINAL CONTOURS WITHIN THE EXISTING WET POND AND OTHER 21-A 4 a4�a4 AlA A _ i1zaMy eeaa AREAS. 70 MIN. 5:1 r••To" 5 6" MIN. q 0.3' EXISTING t12''T PAVEMENT A •+E 3d0 do SRUC i CONSTRUCTION JOINT COMPACTED PIPE OUTLET TO FLAT r-1o" 5}D" 7•- ••' SUBGRADE FILTER CLOTH A MOUNTABLE BERM AREA WITH NO DEFINEDI :a:�•, 1"X4'X4'-8" SLATS, 2-FINISH NAIL AT SIDE ELEVATION (OPTIONAL) CHANNEL B TOP AND BOTTOM TYPICAL SECTION PLAN VIEW EXISTING GROUND GRDssWH-►c 2"X4"X4' BEAMS, TOE NAIL TO POST TEMPORARY GRAVEL (PAVING 70' MIN. L ' NOT TO SCALE B 10' WASHRACK MIN. _ a A. TANGENT PLAN TYPICAL PLACEMENT (OPTIONAL) 0% d AT INTERSECTION ALL SUBGRADE TO BE COMPACTED TO 95% MAX. 0 7" WHERE SM, WITHIN CROSSWALK cc * CG-3 CO-7 IS USED. /'� DENSITY AT OPTIMUM MOISTURE CONTENT. z 10' MIN. 5`-0" V 1 U rim 11 4"X4'X8' POSTS SECTION A -A EXISTING STD. cG-2 NOTES OR CC-6 -..----- rFHs DESIGN PLACEMENT OF A RAW, FLOOR AT S IS C OF TWO sCapgdG SIDES wf7rrH 6a°' x 80" MdNMiL�M PAVEMENT STD. C6-? �6" O�IEJ715;ONS. PLACEMEhir OF DRAHAGE STRUCTURES E5 CRITICAL. N KEY IN 6"-9"; RECOMMENDED OR Cc s ti )-" 's -1 "Ax' - 5 .5 FILTER CLOTH FOR ENTIRE PERIMETER CURB RAMP FLOOR TO ffE CLASS A-3 CONCRETE iCLASS A 4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL 20 ; 1 BETECTABLE WARNING SURFACE COVET W THE ENTIRE WIDTH OF THE RAW FLOOR (RAMP FLOOR. MAY BE z 1.25' 4'-�" VDOT # B 4" PRECAST OR CAST IN PLACE). THE DETECTABLE WARMNG SHALL BE PROVIDED BY AN EXPOSED AGGREGATE ' ^- m COURSE AGGREGATE ~POSITIVE DRAINAGE j10' MIN. -T SLOSH. SIDAMPES SHAM NOT EXCEED A IAA;a LIMPOURED MO of 1r•1. v J V iCD F PEP34SS LE C OF CURB RAMP MAY BF. REQUt MOARS.THC:KLY WITH RAMP FLOOR OR BY USING TO SEDIMENT pERNTSSIiL£ CONSTRiJCTxDN daNT WITH REGUX2F.D BARS. 1 1 1 TRAPPING DEVICE SECTION A -A IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS Sit THAT ADJ04NNG FLARED ry NOTES: *MUST EXTEND FULL WIDTH A O 1. PRESERVATIVE STAIN ON ALL WOOD. -"' - ( ) *5 DOWELS, 6" LONE SIUES Cm � CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR PRECAST CONCRETE SHALL OF INGRESS AND EGRESS A 3d MIN. a lz<< G C PERMISSIBLE n aLA:,s A 4. COLOR TO MATCH THAT OF BLDG. ll PLAN VIEW - � OXI: 121 `' �GONSF. JaNT FLOOR, , M:n-` WILL BE MEASURED A� GATE 5 " O REt]k RE0 BARS ARE TO NO 5 X B PLACED 1 INTER TO CENTER ALONG BOTH SIDES OF tFE RAMP Q CUR Okft _ _ _ _ OPERATION 3 MIN. d I ;,M,12 FLOOR, MD DEPTH ( i2MB FLOOR, MM�MiUA CONCRETE COVER V/Y 2. FINISHED SIDE OF FENCE SHALL FACE m ;:� m 12' MIN. 3" MIN. a cDNLtNErE SIDEWALK AND EXPOSED AGGREGATE FOR IDFWALK. CN TE-NNTPA( PRICES FOR I�YORAIJIDc CEMENT Z Z RB u PIPE OUTLET TO WELL CURB/CUA) GLITTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE sNCiUUF.TD IN PAYMENT ADJOINING PROPERTY, IF APPLICABLE. Lf- DEFINED CHANNEL SECTION S-B FOR CURB/CIReB AND GUTTER, 0 Q W �-- o$ _ o,e WHEN USED IN CONJUW11ON WITH STANDARD CG 3 OR CG-7, THE CURB FACE ON THIS STANDARD IS COMPACTED GRAVEL - - TO BE ADJUSTED TO MATCH TYIE MOUNTABLE CURB AND CONFIGURATION. r I _ f -I� P LAN VIEW E LIMITS OF EXP05LU AGGREGATE SIDEWALK Z I - WOOD FENCE DETAIL CURB RAMPS ARE TO VI LOCATED ER SHOWN ON THE. ERA AC IE DIRECTED E THE ENGINEER. O THEY ARE TO BE PROVIDED AT INTERSECTFONS WHEREVER AM M:CESSAdL.E ROUTE � WITHIN THE RIGHT OF I WAY OF A RGHWAY f ACIUTY CROSSES A CURB REGARDLESS OF Y�TFER SMEWAIK IS ExtSTNC, E O R BOTH D U M P S T E R ENCLOSURE AND PERIMETER FENCING r La d UNOBSTRUCELETED. ED. STABLE, I5 D£FINEO AS A COREStST N OR CT NONEXLTTR+r. ENGINEER, MUST H LOCATED E LOCATED PEDESTRIAN EHCLE STOP AS KNOWN ON PLAHFS FILTER CLOTH SECTION A -A UNOBSTRUCTED, STABLE, FERN AND SEL RE5t5TANT OR AS DIRECTED L THE ENGNEER, MS SHO(AA NOT BE LOCATED BEHIND V PLACEMENT. STOP LIES. W � v ' ` PATH CONHECTNO ALL ACCESSIBLE ELEMENTS AN A EXISTNG LIthHT POLES, FftE HYDRANTS, DROP 1Rd EIS, LTG WILL x50 AFFECT pLxitENT, jr Q V NOT TO SCALE pry; - FACtl.17Y THAT CAN � APPROACHED, EHTER£D AND / /� 6' 7" USED BY PERSONS WITH MOBILITY WAIRMENTS. V ) - �..,,: 'r• •.Y�` SECTION A -A "� PARALLEL CURB RAMP J U ti y t • I. ' '� • ?•• t:••`% KEY IN 6 -9 RECOMMENDED Q - ,:, FALTER CLOTH 105 (ACCESS FOR MOBILITY IMPAIRMENTS) O I ry FOR ENTIRE PERIMETER SD2 3/8" THICK (MIN.) � NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION YRC"A DEPARTMENT OF TRANSPORTATION 203.06 Q W ALUMINUM PLATE BASKET, OR CONCRETE. CG-6 W3: C) BEND FRAME AS REQUIRED, 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED 0 O 3/8" THICK (MIN.) TO CONFORM To SHAPE O REINFORCED CONCRETE DRAIN SPACE USING PLATES 3.18-3 AND 3.18-4. n/ z � ALUMINUM PLATE WALL. SECTION B-B 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT NOTES: 1 f BEND FRAME AS REQUIRED LESS THAN 6 INCHES. 1, THDS ITEM MAY BE PRECAST OR CAST N PLACE. /yam O TO CONFORM TO SHAPE OF 6' 2.CONCRfTE TO BE CLASS A3 IF CAST 14 PLACE. 'l ■i '■ WALL. 20 �� 4000 PSI IF PRECAST. S, 3. COMBNATION CURB 6 GUTTER HAVING A RADIUS L/ J MAX. 30' OF 300 FEET OR LESS (ALONG FACE OF CUM SHALL o . 3" 15' HE PAID GUTTER. FOR AS RADIAL COMBINATION CURB 4 ALUMINUM RODS 3/8"0 X4" (MIN.) MAX. FOR USE TACK WELD ALL ALUMINUM RODS 4' CONIC MO 5/8" X4" (MIN.) JOINTS SIDEWALK DAkNAGELAYER, �TrHE STscuRO ALUMINUM BOLTS 3" 3' C.O.C. BOTH WAYS AND G THE DEPTH OF TpTfiAIiVC£µT ARAtLEL MAX. TACK WELD ALL 12" DIA. 1 1 1 AND WASHERS 17.5" CMp PFG 5. THIS CURB MAY BE USED WFEk MIN. 4 PER FRAME JOINTS FLOW CG-6 DESIGN SPEED IS 40 MPH OR LESS ( ) _ ON RURAL HIG WAYS AND 45 MPH OR / 1 5/8"� X4" (MIN.) 1/4":1 1�4" <• �^ 2", R IEss 1N DEVELOPED URBAN 4 SUBURBAN V ALUMINUM BOLTS 6" DIA. // AREAS. IF THESE DESIGN Ct; SPIS AD ARE ORIFICE Exc£enEn sTATIDARn CG-7 rs R�cAURED a' 3 0 0, AND WASHERS > P W 12" DIA CMP 6" DIA. ORIFICE (MIN. 4 PER 6„ o OUTFLOW PIPE FRAME) 6 /2" BITUM SURFACE (SM-9.5A) e z --Qk FE (BM-25.0) 16" - 8" AGGREGATE BASE (21-B) a 7" cn HEAVY -PAVEMENT SECTION ° ° ° J t a HEADWALL WITH TRASH RACK AND ENTRANCES a " n Txo j LLJ o •- "'"'u--�»..- �.y_TF€ BOTTOM OF THE CURB AND o ORIFICE PLATE DETAIL GUTTER MAY CONSTRUCTED fJ/�/ PAOA:.D.FL TO THE SLOPE OF f� I NOTES: 6" 2,-O" SUBBASE COURSES PROVIDED A MNIMLYM DEPTH Of 7 1. SUBBASE DEPTH IS BASED ON A CBR OF 6. SOIL TESTS OF SUBGRADE WILL BE PERFORMED MwNTANNLD• U K, ERICKSON 9 `J, NOT TO SCALE FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO THE PLACEMENT THIS AREA MAY BE CONCRETE '� "' AT THE OPTION OF THE CONTRACTOR NO. 323 5 OF SUBBASE. `A 7 2. ALL FINAL PAVEMENT AND BASE COURSE THICKNESS SHALL BE DESIGNED IN ACCORDANCE �� Z? O�"�' WITH THE "DESIGN GUIDE FOR SUBDIVISION ROAD PAVEMENTS IN VIRGINIA." BY N.K. VASWANI, �, r G N AND SHALL BE BASED ON A SUFFICIENT NUMBER OF CBR TESTS TO DETERMINE THE TRUE S SUPPORT VALUES OF THE VARIOUS SOILS IN THE SUBGRADE. ZONAL c 3. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO n_ THE PROPOSED CURB & GUTTER TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR REVISIONS THE PONDING OF ANY WATER ON THE ROADWAY. 0 .. . -.. :..:: 2/13/06 PER COUNTY 7/12/06 DATE ONLY BERM (1) SURFACE COURSE�LIN COMBINATION 6„� CURB GUTTER 4' (2) BASE COURSE S02 VI4GNA DEPARTMENT OF TRANSPORTATx1N 20T.03 01 PROPOSED GRADE CD (3) SUBBASE COURSE 0 GRADED AND THOROUGHLY COMPACTED SUBGRADE / f �� PAVEMENT LOCATION (1) (2) (3) DATE DESCRIPTION CRF CRF U 0 TYPICAL 1.5" SM-2A 3.0" BM-25.0 6.0" 21-B o O DESIGN DRAWN CHKD tl...I r' HORIZ. N/A c A� HEAVY DUTY 1.5" SM-9.5A 4.0" BM-25.0 8.0" 21-B 3l.NLC VERT. w EXISTING GRADE JOB No. 3373-01-001 SITE PAVEMENT SECTIONS DATE JUNE 2005 A NOT TO SCALE FILE No. 3373 m - --- SHEET 9 OF g M M _ � M