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025-97 SEO Property - Shawnee - Backfile (2)
w SITE PLAN NOTES 1. VD0T IS ABSOL VEq OFANY//L1AB/L/TY/"4,y( 'O #4A/NlENA�C FOR rHE ON-S/7t1&R�lN�A7FR r,6yiA�Ay�EVE/VT/B/45/N 2. NO PROP,09E9/ SfG,'�S/A ID/O,UTDolbo LIGH771VGI AIDE/ P/PO�0&w Wi' TH 7,�/S /PLAN. J. NO QUIDOJOI 1"RASfl IREeEPT�CtE$ 0R/ O¢JTd0,6R Si4A,GE AREAS / . R� f RdP)vSED//W(T!// THI� _1/T)t PL.r(N/ / /4. //koADtVG 9P,4 WILE .yo' £ /USE lUl�ll�/G vsl^E'5S / "�buP.$ BY, TAV_I4KS 1 A, 'G�R /Tl-iAN` 2 "x/ 1�" 20/6EO RA i ! USEj gE�DEN�A� 140 SIN/ 0 M&H VALVE, CLOW STYL� 47- 1_' / SPIGOT END, OR EQUALI S0 BUILDING SET&CA- li X�/' PARK=C SETBACK /1 A GENC Y FREDERICK COON T Y PUBL /C WORKS FREDERICK COUN T Y DEP T OF PLANNING & DEVE L OPMEN T VIRGIN/A DEP T OF 7RANSPOR TA 770N ABBREV/A TONS ZONING NOTES / l � BLDG BUILDING G. V. GA TE VAL VE B. M. BENCHMARK HOR/Z HORIZON TA L OWNER / EUN SOOK SE/O ! 2968 SECON4 S TY�ET CL CLASS /N V IN VER T W/NCHESTEf7,' VA P2601 CMP CORRUGA ED MAX MAX/MUM (540) 5671-6867/ METAL PIPE MECH MECHANICAL CO CLEANOUT 04 WELOPER: EUN SO�K SE¢ MH MANHOLE ti IN / CONC CONCRE TE / 2968 SECONO STREET MIN MINIMUM D/ DROP INLET p WINc4s rf-Rp VA 22601 PVC POL YV/N YL CHLORIDE P/N NUMBER: TV (6627�6867 D/A DIAMETER R P REINFORCED ZONING: B- f DIP DUCTILE E IRON PIPE CCONCRE E PIPE PROPOSED USE. APPAREL AND ACCESSORY S, FORE (SC/ 56) EA EA CH SH T SHEE T SE TBA CKS: fro, t - 50, EC EROSION CON TROL GRAPHIC SCAL� S7R STRUCTURE 20 0 10 20 40 / so / l \ / Rear - 0' ELEV ELEVA TION TYP TYPICAL r A CREAG / 1. 99 ACRES ES END SEC 77ON VDO T WRG/N/A DEPAR TMEN T FLOOR AREA R, 4 TIO = O. 3 OF TRANSPOR TA 77ON MINIMUM LANDSCAPED AREA EX EXISTING WWM WELDED WIRE MESH / (\ IN FEET ) ( \ \ (PERCENTAGE OF L AREA) = 35% FF FINISHED FL DOR 1 inFi h = 20 it. �� �\ MAX/MUM HEIGHT- 35' ELEVAT/ON W/ W/771 PARKING REED D: 10 SPAC S,+ 1 HANDICAPPED SPACE \ I \ \ 16 + 1 HAND/CAPPED SPACE F. H. FIRE H YORAIV T WV WA TER VAL VE \ I ( � SPARK/NG PROV/DED: SPACES I \ #E,TA/L: 1 SPACE PER 200 SOUR EET I OF FLOOR AREA 1910 SF/200 = 1 PACES I \ \ M/N/MUA�\PARKING SIZE = 180 SQUARE F� \ \ PARKING $URFA CE PER PA VEMEN T SECTION Dg�l AIL I \ PARKING .5E TBA CK = 5' 11 \ \ \ PARKING A/3�54E WlD TH = 22 / \ \ 1 SHADE 7REE\PER 40' OF PARKING LOT PER/METER 1 SHADE TREE PER 10 SPACES \ \ I \ \ TRIP GENERA 77ON \(USING /, r E MANUA L 5 th ED/ 77ON) ASS , _ J .LAND USE: SHOPPI)VG CENTER GROSS LEASABLE SF� CE: 1970 sq ft - *VERAGE TRIPS PER D,4 Y.• 306. 5 CL A SS / RIPRAP I S TORMWA TER- DEP TH: 26 " DE TEN TION BASIN , l LENGTH: 7' 72 �� - ; _---....- _ \) \ I \ WIDTH V END: 6' � 7 - � \ SEWER .SYSTEM PER BUSHMAN\ENGINEERING PLANS ` 74 -_- I \ - POST 74ic_RA RON TANK \ DECHL ORJNA'TTDN-TEl NK \ 39 '- 8 " SOR- 3 PVC ' , 17' I I ON TA C T TANKS (3f -EX /,**" nR/NA rOR - D)JAOT M e I=p I EX/S TING I 1 L_ _1 / - - 70 1.. a -a� KC/lV/ TY MAP SCALE- 7 " 2000' _LEGEND NEW DESCR/P TION BUILDING WALL CON TOURS 70 X 9715 SPOT ELEVA RON STORM DRAINAGE LINES ® D. 50% i I J l CEP �� T K Wt Th EX SHED NO T - — EDGE OF PA VEMEN T /NV IN- 1170.30 // BOX / I RECTR&(?L We7_pUMP r0 BE USED INV OUT= 169.00 72 _ CURB AND GUTTER VDOT EW-12 (SEE 76 100-YEAR FLOOD L/M/TS \ 82 1 ` _ ` 4" PVC OUTFAL78 L / 80 l/ I ES-1 I �6 \ dos j SLOPES GREATER THAN 15Z IN V 007= 72.00 is 88 CIRCULA TING / SAND -yck TER I II I 92 \ PA VEMEN T TYPE A 1 I----------"'� .__...W,-._._ --� / .. •- 9 �r000 GAr-,s4'Pnc rANK 1 \ \ \ 11 I � ✓ '- '' .- '. ' . f ._ _ ^' `" -- ,,. _ y� ---- I j f 940 ._____ �-- *. 1 TM 75-((2)J-B J�/SZ(NG D /7 SP r ZONED RA A USE RES/DENT/AL HOUSING (2) EX. WALL M6(JA TED /GH T7NG -IX I ZJRE� \ \ 11 l I /ry f 2-I- 00 I � 86 t I // 0 / r�II f !bi I �." N I 1 ' _ _ _ _ // �' / 4- NO PA_JtdG AR� 11 , 7' - / EX. 1 �� ` ``E \ \ \ 1 STORY BLDG�' 1t� / // :: " ' • 24 r AB VE GRADE 1�0 Daj5.i2 9 ' P }O 9Q' HA /- ( 'g•�: CONC. CAP ED �-� , RAMP EE/ DETAIL I - -} \ - ) j S/G ^- SE y- / EX. WA TER TEf� --- - --T =-. \ * l i DET L _ Sob O4`�T.- TIkE / AA 4 E � c?Xvc. ` `\ � \ \ \ ti � , =� == Tdt e_ - _— / �� f /505'13,�09E - / -I °£ OUf� l J _._ p EX FIRC. VDOT 5 \ �__ - o NT 10 32" 5Q �� / _._ I � N ypRA _ --- - - -_ - - --TOP-.�-,t�,?. 00 _ - - _ \ \ \ CA � TY �) X. GRA VE �,. ; ` _ _ _ MI 6 r_-- $w O _ i - - / ` / / GU Y A l I P ( I AL L BE L 2 EX. O RHEAD /L GATS _L F Ex. uB - r � I - r i I () - �-o _ _ _ / /� I IREMO VED / \\ SERVICE - _ -- - _ ----- _ ------.__ ___ -- _ -�__ �-3 LINE /NY-//V= .00 7N v o r= 76.90 r / �/ I Ex 12 w J - , " EX. EP --� REL OCA TEDPPH 36 ' TAPER 83. t EX. SOU 7� TW 76-(('A))-18 RELOCA iE ZONED RA USE RES/DEN T/AL HOUSING 85, PRO VIDE & INSTALL VOO T S TND ONE WA Y SIGN �- REVISION DATE APPROVAL DA TE EX. CURB 10120197 DIR. SIGN / EX. ONE WA Y SIGN ' 11/18/9:7 - 12/13/9,7 8, 12 9,? 10120/9?7 12/13/9�7 NOTE. REVISION BLOCK BELOW IS FOR THE RECORDS OF PHR&A; REVISION HISTORY AS REQUESTED BY FREDIERICK COUNTY IS PROVIDED ABOVE No REVISIONS DATE CHKD. 1. REVISED PLAN PER VDOT (LETTER 7/31/97) 8/12/97 JDH 2. REVISED SITE PLAN PER COUNTY REVIIEW 9/18/97 JDH 3. REVISED SITE PLAN PER COUNTY REVIIEW 10/20/97 JDH 4. REVISED PER COUNTY REVIEW 11/19/97 JDH 5. REVISED PER COUNTY PLANNING REVIEW 12/13/97 JDH PROFESSIONAL SEAL /No.41 I E i ''1yi..S10NAL PROJECT: t 89.9 EX. GUARDRAIL L PA VMENT CROSS SL OPE 7/4 PER FOO T (2 g8%) / ROUTE 522 /T,&Sr 1080' c EX. CURB - SEO PROPERTY / BE -GIN TAPER PA VEM N T CR S PA VEMENT CROSS Sl OPE , - 6Pf MA TCI EXISTING 49' _ -J- POSTED 55 MPH SPEED) - — ( FRONT ROYAL PIKE 76-((AbCy ' D/R. SIGN TM ZONED RA EX. NOR TH USE: RESIDEN TIAL HOUSING , 522 SIGN SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TITLE: ALL SITE LIGHTING SHALL BE D/REC7FD DOWNWARDS AND AWAY FROM ADJOINING LAND. ID FOR 5 YEARS FROM DA TE- OF APPROVAL I'at.ton Harris Rust &Assocint es,pc Engineers,5urvwyors,F'1en� ers,i andacape Architects 116 N Main `ftroet Bridgewater, vtrg+nsa 4812 540--826 2616 © COPYRIGHT - REPRODUCTION OR USE OF THIS DOCUMENT IN WHOLE OR IN PART IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM PATTON HARRIS RUST & ASSOCIATES, PC. Offices: Chantilly,Va. Bridgewate.r,Va. Leesburg,Va. Virginia Beach,Va. Winchester,Va. E SURVEY DATE PHRA JULY 3, 1997 DESIGN DRAWN QLR QLR CHKD. SCALE JDH 1 "=20'„ C.i.=2' SHEET 1 OF 3 LE NO. 79778-10 3 0- V) 0 00 r o� rn Q 0 J a- 30 GRAPHIIC SCALE // ! / / /�✓ / I / o 15 30 eo too ( INI FEET) 1 inch = 30 fti / 1 ALTERNATE 1 "x6"S / I PARTIAL PLAN OF FIENCE 3 2"X4"S BETWEEN POSTS EQ., 4"X4" POSTS O / ! / / / / /! / / // / / / ' / // / / / / //// / ✓!%/ / 8' O.C. (MAX.) SLOPE TOPOF CONC. E Q • / / / / / ! / / / ; / / / / % , / ! / ,/ / / / / / / / / RAKE do CAULK / CONCRETE // / COLLAR ALL MEMBERS Tp/BE/ Pijf_S hA)M /Rt/o OMI�/ /- SCREENING 77---- / / -� - ej. 0 ZX BUFFER TYPE _s - NO SCREEN / 150' INAC77VE BUFFER 1$70 . 50' AC77VE BUFFER J - -J PROPOSED PARKING EX. BUILDING LANDSCAPE SCREEN 75' INAC77VE" BUFFER, 25' AC77VE BUFFER FULL SCREEN 25' INACTIVE BUFFER 25' A C 77 VE BUFFER ' No. REVISIONS DATE CHKD. 1. REVISED PLAN PER VDOT (LETTER 7/31/97) 8/12/97 JDH 2 REVISED SITE PLAN PER COUNTY REVIEW 9/18/97 JDH 3. REVISED SITE PLAN PER COUNTY REVIEW 10/20/97 JDH 4. REVISED PER COUNTY REVIEW 11/19/97 JDH 5 REVISED PER COUNTY PLANNING REVIEW 12/13/97 JDH INACTIVE BUFFER A C 77 VE BUFFER PROFESSIONAL SEAL. I'No. 141 1l/ �'S70NAL �' PR / J - +89. 0 — 1_89.s� SEO PROPERTY SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, \ARGINIA i F o. .,� /09 .3. 5' 0. C. HEIGHT A T PLANTING SHALL BE 30 INCHES SHRUBS REQUIRED: 56 -EVERGREEN SCREENING TREES - SEE SCHEMA 77r BOAR.0 FENCE SEE DETAIL V EVERGREEN W SCREENING W S 2 TREE141 �I ' I v W O _ Q, 21 4 i ♦ ♦ /1W-TAPMAMIM • O 41 SECTION A -A SCALE- I" = JO' \ q FlPf A \>J - LL r- VLrfV/[GC/V PO7/T(JOJ SEE'SHRHEMA 77C TITLE: LANDSCAPE PLAN AND EROSION AND �h�\1 �lll■�- -A► SCREENING PLANTS- SHADE TREES SHRUBS -- -F - �i Q W L4 SEC TION 8- SCALE.- 1 " JO' N SCREEN TREES REQUIRED.- 50 T PLANTING SHALL BE EEr. Q. L4 EROS/ON AND SAD/MEN T CON TROL L EGEND PfM8A Patton Harris Rust&Associates,pc Engineers,Surveyors,Planners. Landscape Architects 116 N. Main Street Bridgewater, Virginia 22812 540-828-2616 TEMPORARY STONE b 3. 02 CONS 7RUC n0AI C E ENTRANCE ° " • ° 3.05 S!L T FENCE F—X X STORM DRAIN I 3.07 INLET PROTFC7701V 3 14 SED/MEN T BASIN v J. 18 OUTLET PROTECTION O P LIMITS OF CLEARING DRAINAGE DIVIDES LIMITS OF GRADING — — — — --- Offices: Chantilly,Va. AkBridgewater,Va. Leesburg,Va. Virginia Beach,Va. Winchester,Va © COPYRIGHT — REPRODUCTION OR USE OF THIS DOCUMENT IN WHOLE OR IN PART IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM PATTON HARRIS RUST & ASSOCIATES, PC. SURVEY DATE PHRA JULY 3, 1997 DESIGN DRAWN QLR QLR CHKD. SCALE JDH 1 "=30' , C.I.=2' SHEET 2 OF 3 FILE N0. 1 9778-10 V) 0 co r r rn 1- ,2' HANDICAPPED HANDICAPPED N !_0 � N VAN PARKING o< o 0 0 IZ IZ t� dlZZ HANDICAPPED AND VAN -ACCESSIBLE PARKING SIGN (NO SCALE) NOTE. 1) SIGN SHALL BE THE INTERNATIONAL HANDICAPPED SYMBOL 2) SIGN MATERIAL TO BE .065- ALUMINUM SHEET. HANDRAILS TO CO)MPL Y W1 TH ADA REQU/REMEN 7`S. 4'-!O" T4-SLAB D/A. STEEL HANDRAIL x 6-W2.9 x W2.9 WWI= OCA TF- A T MIDDLE OF 7N/CKNES5 4 POST CAP WELD & GRIND SMOOTH 2-X2-X1 /B- ST'L TUBE PAINTED BLACK SETTING COMPOUND 3-X3-X1/4- - ST'L TUBE 1N SOL METAL SIGN POST INSTALLATION (NO SCALE) 2-/4 A T 12 " O. C. TYPICAL OPPSI7F GRADE 2" I I,-6" I �yI'= I, T'YP CONCRETE RAMPJ Ill - L 6- VDOT. ,457 STONE COMPACTED SUBGRADE CONCRETE RAMP' CROSS SEC77ON TO 95X DENSITY NO SCALE WO T CG- 7 WHERE SHOWN " 4 1 ".- 1 7' 7r 2'-0" COMB/NA 77ON 4 " CURB & GU TTER NO SCALE ROLLED ASPALHT CURB 16.. • cr (,PE PER PLAN SM-2A B AGGREGA TE rr ,.'OMPACTED SUBGRADE TYPICAL PA VEMEN U SHOULDER SEC TION NO SCALE 192 3.0 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4-X4• TRENCH UPSLOPE ALONG jTHE LINE OF STAKES. MAX / FLOW 3. STAPLE FILTER MATERIAL 4. BACKFLL AND TO STAKES AND EXTEND COMPACT THE IT INTO THE TRENCH EXCAVATED SOIL. v FL�� SHEET( FLOW 06TALLATM POINTS A SHOULD BE HIGHER THAN POINT B DURCE: VA. DSWC PLATE ao5-2 3" BM-2 4 , 1 1/2"SM-2A 090T CG-7 EX. Ep ' 8" 21-8 AGGREGATF WELL COMPACTED SUBGRADE EXTEND AGGREGA TE I' BEYOND CURB EN TRANCE A T END OF TAPER NO SCALE 8'-O" 8'-O " 8' SELECT BASS" MA TER/AL VVOT TYPE 1, NO. 218 AGGREGA TF TAPER (WID 7H VAR/ES, 1 1/2- SM-2A 3" BM-2 SLOPE VARIES TYPICAL TAPER LANE SECTION NO SCALE 1992 3.02 REINFORCED CONCRETE - SOURCE. VA. DSWC DRAIN SPACE I PLATE 3.02-1 No REVISIONS DATE CHKD. 1 REVISED PLAN PER VDOT (LETTER 7/31/97) 8/12/97 JDH REVISED SITE PLAN PER COUNTY REVIEW 9/18/97 JDH 3 REVISED SITE PLAN PER COUNTY REVIEW 10/20/97 JDH 4 REVISED PER COUNTY REVIEW 11/19/97 JDH `. REVISED PER COUNTY PLANNING REVIEW 12/13/97 JDH PROFESSIONAL SEAL• o MT /L STAM J8 j1�1641T� oMAL lri'i BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET �i WCONCRETE BLOCKWIRE SCREEN � GRAYEIL FILTER OVERFLOW--41LTERED WATER RUNOFF WATER NTH SEDIMENT , SEDIMENT WIRE SCREEN 2-X4• WOOD STUD PROJECT: • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE EX. EP SUB- GRADE SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 02 107 GENERA L NOTES GRA VEL AND WIRE MESH DROP /NL E T SED/MEN T F/L TER I� 118 MIN. I .SPEC/F7C APPUCA 770W THIS METHOD OF INLET PROTFC770N /S APPLICABLE WHERE HEA VY CONCENTRA 7ED FLOWS ARE EXPECTED, BUT NOT WHERE POND/NG AROUND 771IE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT ,/C3, /:i57, OR „t5 COARSE. 1. The existing underground utilities shown hereon are base upon avallable information. The Contractor shall be responsible for determining the exact location of a// utilities before commencing work and for any damages that occur by his failure to locate or preserve these utilities If during construction the contractor should encounter utilities other than those shown on the plans, he shall notify the engineer and take necessary and proper steps to protect the facility and assure the continuance of service. 2. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities /n the drawings shall be immediately reported to the Owner, who shall promptly correct such Inconsistencies or ambiguities. Worm done by the Contractor without direction after his discovery of such inconsistencies, discrepancies, or ambiguities, shall be done at the Contractors risk. J. The Contractor shall be responsible for acquiring all necessary permits before any construction begins. Contractor shall notify Miss Utility (800) 552-7001 48 hours prior to excavation. Contractor shall coordinate Installation of electrical, gas, telephone, and CA TV services. 4. Dispose of trees, stumps, and other debris off site. 5. Construction of sanitary sewer and water services shall conform to all requirements of the Virginia Deportment of Health, Virginia Waterworks And The FREDERICK COUNTY SAN/TA 77ON AUTHORITY. 6. Compaction of public utility trenches shall be to c minimum of 95X of standard proctor density, ASTM D698 for suitable material. 90110+cE: VA. oaK PLATE 107-2 7. Compaction of till material under building slabs, sidewalks, and paved areas shall comply with recommendations of the geotechnica/ engineer and a1e shall meet the bearing requirements of the architect for the buildings. aP AMP •• • • • t•:�i • • WELL COMPACTED SUBGRADE Copies of the compaction reports shall be submitted to the Frederick County Engineer prior to issuance of certificates of occupancy. 8. A// materials used for All shall be free of unsuitable materials such as wood, roots, rocks or boulders of unacceptable size, or any other noncompacting soil material and shall be approved by the geotechnica/ engineer prior to p/acemen t. 9. Drainage improvements, curbing and pavement items shall be installed in accordance with the most recent edition of the standards and specifications of the Virginia Department of Transportation. 10. A// storm sewer pipes shall be reinforced concrete pipe, Class conforming to AS77W C-76. 11. All storm sewer structures shall be precast or cast in place concrete conforming to VDOT standards and specifications. Provide VDOT IS-1 /n/et shaping in all storm structures. 12. Spot elevations' shown on face of curb line are top of curb grades. 1 1/2" SM-2A, BITUMINOUS CONCRETE 3" BM-2 1J.. Roof drains shall be drained to grade and splash blocked at the front and rear of the building. Grade areas adjacent to building to achieve drainage away from the structure and to prevent ponding In swa/es. 14. Building shall comply with the Virginia Uniform Statewide Building Code. 15. The Contractor shall coordinate and arrange for inspection by the FCSA. 16. Exact locations of water and sewer services on new lines are to be coordinated with the County inspector. 8' 218 AGGREGA 7F BASE 17. Burning of construction debris on site /s not permitted. PA VEMENT SECTION A 18, Access for emergency vehicles must be maintained at all times NO SCALE during construction. 19. Construction materials are not to be stored within 15' of fire hydrants. P 20. Fire extinguishers must be placed in building during construction and remain accessible as required in the VA State Fire Prevention 3/8' HOT -DIPPED GALVANIZED Code. S7L. BAR CAST IN EW-12 WITH 2- 3/8" STAINLESS STEEL 21. A permit must be secured from the Virginia Department of EYE BOLTS Transportation before any work is performed in State right -of - ALUMINUM GRA 7E, 11-1/2 " way. WIDE AND 15" TALL, SEE GRATE SEC77ON A -A 22. All construction shall conform to the most current standards and Specifications of the Frederick County Zoning Ordnance and the Virginia Department of Tronsportat/on (VDOT). 23. Construction limits shall be property lines or as indicated by Plan Requiremen ts. 24. All construction shall conform to the Americans with Disabilities Act (ADA) Requirements. JRA TE DETA/L 25. A// precast concrete structures shall be m/rrimum 4000 psi ® 28 days. 26. A Land Disturbance Permit must be secured from Frederick County Public Works Department prior to any site work performed. STEEL BAR W77H EYE BOLT 1-114' X 1-114" X 3/16" ALUM/NUM ANGLE FRAME STAINLESS 57EEL WASHER AND NUT 3/16 " ALUM/NUM BARS O 2" O. C. (BOTH WAYS) 12" M/A r'nwocc A GGiRE NOTES AND ILS RL TER FABRIC t/DO T GENERAL NO TES V1. ALL WORK ON 774/S PRO.CCT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPAR I MEN T OF 7RANSPOR TA RON (VDOT) ROAD AND BRIDGE SPECIF7CA 770NS, AND STANDARDS, THE NRGIN/A EROSION AND SED/MEN T CON 7ROL REGUL A 77ONS AND AN Y O WER S TA 7E, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT' BETWEEN ANY OF THESE STANDARDS, SPECIFICA77ONS OR PLANS, THE MOST S7RINGENT SHALL GOVERN. V2, ALL CONS 7RUC7701V SHALL COMPL Y WI7H THE LA TEST U. S. DEPARTMENT OF LABOR OCCUPA 77ONAL SAFETY & HEALTH ADM/N/STRA 77ON AND VOSH RULES & REGUL A TIONSS, V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL 7RAFT`7C CONTROL, WHETHER PERMANENT OR 7EMPORAR Y, SHALL BE /N ACCORDANCE WITH THE CURRENT E-0177ON OF VD0 TS WORK AREA PRO TEC 77ON MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FL A GGERS MUST BE CER 77FIED IN ACCORDANCE WITH VDOT'S ✓ANUARY, 1994 (OR LATEST ED177ON OF) ROAD & BRIDGE SPECIFICA 77ONS, SEC 77ON 104. 04 - C. V4. DESIGN FEATURES REL A 77NG TO CONS 7RUC 770N OR TO REGUL A RON, CON7ROL AND SAFETY OF TRAFFIC MA Y BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY IADO T. V5. PRIOR TO /N/ 77A 7701V OF WORK, CON TRA C TOR SHALL BE RESPONSIBLE - FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON vD0 T R/GH T OF WA Y. V6. IF REQUIRED BY 7HE LOCAL VDOT_ RESIDENCY OFFICE, A PRECONSTRUC770IV CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVFL OPER WI TH INE A T7FNDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, U77LITY COMPANIES AND VP T PRIOR TO /N/ 77A 77ON OF WORK. V7. CON TRA C TOR SHALL NO 77FY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF 77ME. VDOT WILL ALSO REQUIRE 48 HOURS NO 77CE FOR ANY INSPEC T70N. V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUA TF ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROAD WA Y 7HROUGH CONSTRUC7701V AND MAINTENANCE OF A CONSTRUCTION EN 7RANCE /N ACCORDANCE WITH THE VIRGIN/A EROSION & SEDIMENT' CONTROL HANDBOOK, SEC. J 02. FURTHERMORE, ACCESS TO O 7HER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED 774R000H CONS 7RUC 770N. V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE /S ACHIEVED ANO MAINTAINED ON THE SITE DURING AND AT THE END OF CONS7RUC770N. VI 0. ALL WATER AND SEWER LINES WITH/N EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE MINIMUM 36 " COVER AND, WHEN FOSS/BLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILI77ES. V11. ANY UNUSUAL SUBSURFACE COIVD17701VS ENCOUNTERED DURING 7HE COURSE OF CONS TRUC77ON SHALL BE /MMED/A 7FL Y BROUGHT TO 774E A TTE"NT70N OF THE ENGINEER AND VDOT WORK SHALL CEASE IN 7HA T VICIN/TY UN77L AN ADEOUA TE_ DESIGN CAN BE DETERMINED BY 774E ENGINEER AND APPROVED BY VDDT. V12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED AND, APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. V13. ALL ROADWA Y FILL, BASE, SUBSURFACE MA TER/AL AND a F/ OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 93X OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY A A SH TO T- 99 METHOD A, WI THIN PLUS OR MINUS 2X OF OP 77MUM MOISTURE FOR 774E FULL W1D 7H OF AN Y DED/CA TED STREET RIGH T OF WA Y. A T THE DIREC77ON OF VDOT INSPECTOR DENSITY 7F5TS PERFORMED BY A QUALIFIED /NDEPENDANT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPEC/F7CA 77ONS. A COPY OF ALL IFSTS SHALL BE SUBM/TIED TO VDOT PR/OR TO FINAL VDOT APPROVAL. V14. VDOT STANDARD CD AND UO UNDERDRA/NS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND FURTHER WHERE DETERMINED NECESSARY B T VDOT INSPECTOR. V15. 774E /1VS7ALLA77ON OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DED/CA 7FD STREET RIGHT OF WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND /S THE DEVELOPERS RESPONSIBILITY. V76. IF REQUIRED BY 7HE LOCAL Vf)O T RESIDENCY OFFICE, COPIES OF ALL /N VOICES FOR MA TER/AL S W1 WIN AN Y DED/CA TED S TREE T RIGH T OF WAY A/US T REPRO VIDES TO THE VDO T INSPEC TOR PR/OR TO ACCEPTANCE OF WORK UNIT AND TOTAL PRICES MAY BE OBSCURED. V17 PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET S/GNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDO T`S DISCRE770N, BY VDOT ON AN ACCOUNT RECE/VABLE BASIS. CUTOFF TRENCH FOR EARTH -FILL EMBANKMENTSA CUTOFF TRENCH SHALL BE EXCA VA TED AL ONG 7H£ CEN M-RLINE OF THE DAM. THE 77?ENCH MUST EXTEND A T LEAST 1 FOOT INTO STABLE IMPERVIOUS LAYER OF SOUL & 8" PVC /NV /N-70.30 HAVE A MIN/MUM 25£PTH OF 2 FEET 774E CUTOff /NV OUT- 6900 TRENCH SHALL EXTEND UP 807H ABUTWENTS TO 7HE RISER CREST ELEVA Troy THE M/N/MUM BOTTOM E�A pDE NOU O PERM/T WRTIAN OF ccwPAC r T. THE SIDE SLOPES &VALL NE NO STEEPER DE TEN T/ON BA S/N EOU/PMEN 7BAN 1:1. CROSS SEC T/ON COMPAC77ON REQUIREMENTS SHALL BE THE SAME AS 77-IOSE FOR THE EMBANKMENT. THE 7R NCH SHALL (NO SCALE) BE DRAINED DURING THE BACKFTLLING OMPAC77NG OPERA 77ONS THE TOP ELEVA 770V OF THE CUTOFF- 7RENCH SHALL REPRESENT THE LOWEST ELEVA 77ON OF UNDESIRABLE SOIL TO BE REMOVED. © COPYRIGHT - REPRODUCTION OR USE OF THIS DOCUMENT IN WHOLE OR IN PART IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM PATTON HARRIS RUST & ASSOCIATES, PC. Offices: Chantilly,Va. Bridgewater,Va. Leesburg,Va. Virginia Beach,Va Patton Harris Rust&Associates,pe Engineers, Surveyors, Planners, Landscape Architects Winchester,Va. 116 N. Main Street Bridgewater, Virginia 22812 540-828-2616 SURVEY DATE PHRA JULY 3, 1997 DESIGN DRAWN QLR QLR CHKD. SCALE JDH NONE C.I.=2' SHEET 3 OF 3 FILE N0. 9778-10 CL 0 go r` m r` rn LJ d 0 0 J Cl- ASBREKA TONS SITE PLAN NOTES ZONING NOTES l / V. BLOG BUILDING G. GA TE VAL VE 1. VDOT /S ABSOL VEL OF /ANY//LIA&ILITY/A/�D/0,,¢� #MIN�ENA�C / ! / J / / j4 ^ I l /l OWNER: / EUN SOOK SEGO i B. M. BENCHMARK NOR/Z HORIZONTAL FOR THE ON- S/ 7>k STOR,�4 WA TER h%ANA#-MEN T/ BASIN / J / , / — NO5 11 ' E / / 2968 SEC ONb S 77?ET CL CLASS /N V /N VER T 2. NO PROP,09EL� 9jG/l'GS/A�/D/ O/(J1DlO�f?JL/GHTI�GJ A/i'E//P�O�'QSEO // / ;' / / J/ I _ /l CMP CORRUGA TED MAX MAXIMUM W/NCHESTEf7 VA 22601 WITH 77JIS,/PLA/V• / JJ / // JJ JJ / , / J / / J JJ / / �!/ II // l / (540) 6671-6867/ METAL PIPE CO CLEANOU T MECH MECHANICAL / / / // %/ l / U' OFVEL OPER EUN SOCK SE¢ MH MANHOLE J. NO QU72? J4 I tRA SFY AECCF T�C�, E� 9R/ Off/ Td o,R S�ORA GE ARE -AS / / J% % / / / / ►� d / CONC CONCRETE , RdP49SFD IMW T TH/ /> J�RL.4N.J JJ // // / ' J/ ,/ / /��/ /l J / o 1� / 2968 SECONfd STREET D/ DROP INLET W/NCH�STER, VA 22601 M/N MINIMUM (540 667�6867 DIA DIAMETER PVC POLYVINYL CHLORIDE �O,40t-k ' S'p'4c N7L¢ l�Of E JUSE� l�Ul�lI�JG 9L%S/lX/E55 / / / J / J / PIN NUMBER: TM 6�-•�2-A / / / DIP DUCTILE IRON PIPE RCP REINFORCED bL/RS BY 77PffQKS AR'G�R /THAN 1'"xI1 / / l l J ZONING: B- , L/ / / CONCRETE PIPE / PROPOSED USE. A, PROPOSED ANDACCESSORY EA EACH SHT SHEET lE / _SETBACKS. Front - 50' GRAPHfC SCAL/ , EC EROSION CONTROL STR STRUCTURE • JJ // // // j // / /' / // / J/ I/ / // r ' /� , / / / �, / 11 / � , / \ J Side - O' 20 o io zo / 40 I / ao ELEV EET/ LVAON TYP TYPICAL / l / Rear - O' A CREA G . / 1.99 ACRES ES END SEC 770N VDOT VIRGINIA DEPARTMENT FL OOR AREA R 4 TIO a O. 3 OF TRANSPOR TA RON N FEET MINIMUM L ANDSCAeED AREA EX EXIST/NG I ) � WWM WELDED WIRE MESH (PERCENTAGE OF L AREA) = 35Z / FF EL ESHED FLOOR inFh = 20 J[t. MAX/MUM HEIGHT. 35' W WITH EL EVA T/ON � PARKING REO D: 10 SPA C S t 1 HANDICAPPED SPACE PROVIDED: 16 SPACEOt 1 HANDICAPPED SPACE F.H. FIRE HYDRANT WV WATER VALVE // / // / / I I / / / / / / I \ fOF �ETAIL. 1 SPACE PER 200 SOUR EET MIN/MU41 PARKING SIZE SF1800 SOUARE PACES \ PARKING 5URFA CE PER PA VEMEN T SECTION D61AIL PARK/NG SIC TBACK = 5' PARKING Al,�4E WIDTH = 22' ZOI�EO RA / / / / / / / / / / / // l I 1 SHADE TREE"\ PER 40' OF PARKING LOT PERIMETER USE; qE DEN flA¢/ M0I 551IVG 1 SHADE TREE DER 1O SPACES R s TRIP GENERA 7701V'(US/NG I. T.E. MANUAL 5 th ED/ 77oN) `LAND USE SHOPPING CENTER GROSS LEASABLE SA' CE 1910 sq ft / _ - ,*VERAGE TRIPS PER D,4 )" 306.5 CL ASS J RIPRAP l l / / — — — — — 1. / / STORMWA TER ' / I DEPTH.26" _ _ _ _ _ e / , DE TEN RON SA SIN LENG IH.• 7' II ,Z / / � — _' \ WIDTH (0 PIPE- 3' I - �(� 1 \ 1, \ SEWER SYSTEM PER BUSHMAN ENGINEERING PLANS �nAJ/ l W/D TH ®END: 6 ' /I � 7 f \ ?. my WOW EY MAP SCALE. 1 " : 2000' LEGEND I EXISTING NEW DESCR/P RON / _j BUILDING WALL / 70 70 CON TOURS / X 9715 SPOT ELEVA TION 0 0 / l 1 ------ - \ STORM DRAINAGE LINES , / 74 -- — — DECHL OR NA-77Z v rANK \ \ - — J 39'— 8'" SDR-3 PVC �2 / /� ONTACT TANKS _ \ \ / —EX. 1pR�JNA TOUR w/ _ l EDGE OF PA VEMEN T _ 1 EX SHED NO T IN V /N= 170.30 BOX /N V OUT= 169.00 j �2 J REC7RG[7!' ;TIACG"flUt1�P TO BE USED CURB AND GUTTER VDOT EW-12 iSEE \ 100- YEAR FLOOD LIMITS 4" PVC OUTFALL M&H VALVE, CLOW STYL� 47-15 /l SPIGOT END, OR EQUAL! I BUILD/N l ' I /X\/ _=SETBACK /O / 10) _---------- • e e , '� <�11� _ _� _ _ _ _ -- - - -- - -- - - - _ _ _ _ _ R&QPQ,�ED GUARIJ / - -- - 77T REL. OCA TED ` ` _ - - _ k r a' •._ _. _'.`_'_-. _-_` - .'-mac.-".'-+_._ /77 1 -.�.�\ IN V 0 7= 72. 00 I 1 1 1 I I I / 1 L-2-1-5-- TAPER 83.0 REMOVE _ - 4. 2$ EX. GUARDRAIL PA MEN T CROSS SL OPt -- - 7/ PER FOO T EX. SOU 7�L/ �5 SIGN, TV REL OCA 7E ROUTE 522 ZONED RA USE. REST/DEN TIAL HOUSING / PROVIDE & INSTALL �� � 85 O SIGH T,&IST 1080' VOO T S TND ONE WA Y SIGN AGENCY RE VISION DATE APPROVAL DATE FREDERICK COON TY 10120197 PUBL /C WORKS FREDERICK COUNTY 9118197 DEP T OF PLANNING 111181197 & DE VEL OPMEN T 72113/97 VIRGINIA DEP r. OF 8112197, 70120197 TRA NSPOR TA 77ON 12,113197 - NOTE- REVISION BLOCK BELOW IS FOR THE RECORDS OF PHR&A, REVISION HISTORY AS REQUESTED BY FREDERICK COUNTY IS PROVIDED ABOVE. No. REVISIONS DATE CHKD. 1. REVISED PLAN PER VDOT (LETTER 7/31/97) 8/12/97 JDH 2. REVISED SITE PLAN PER COUNTY REVIEW 9/18/97 JDH 3. REVISED SITE PLAN PER COUNTY REVIEW 10/20/97 JDH 4. REVISED PER COUNTY REVIEW 11/19/97 JDH 5. REVISED PER COUNTY PLANNING REVIEW 12/13/97 JDH EX. CURB / DIR. SIGN EX. ONE WA Y SIGN 4670 EX CURB PROFESSIONAL SEAL: ce 01 L. lNo 141 1716 S10NAL PROJECT: P'd VEMEN T CROSS SLOPE 4,T FRONT ROYAL PIKE Qi DIP, SIGN I ZONED RA EX. NOR TH USE. RES/DEN TIAL HOUSING — 522 SIGN �89 9 SEO PROPERTY SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA I TITLE: SRE PLAN 2 —88 \ C/RCULA TING SLOPES GREA TER INAN 15% g ; SANG -F7.4 rER 92 �1 \ / 9 2 4 .,1000 GAT -SEPTIC TANK ` \ \ \ \ \ \ \ \ \ PA VEMEN T TYPE A 94— - �` _--_ -- - ---�'" ;` I TM 76- ((2))-8 EAIST(WC D4 ZONED RA NOT, Tb _6�V4'ED USE. RES/DEN T7AL HOUSING (2) _X WALL Ml /I%TED \ ` \ -LIGH771VG FIXTURE, \ 1 7 _ EX. 1 — "� .. •' . J STOP Y BLDG FF = 9,9�4' . ^ • " 24 ' t AB GRADE �- , RAMP EE/ DETAIL ,I�„ 1 39. 4 E�'I (GOING., rke— \ _ / EX FI RE \ <r VDOT 5 - - \� l /� yYo ANT CG-1� �- HYDR ! EX. S Us. —' IX. GRA VEL I T YF. i'7) I \ I SHALL BE (2) EX. D RHEAD L/GP75- -4 , I SERVICE I REMO VED � / I LINE 1 -X 12"KV W -'`I 1-- EX. EP (APPRO BEGIN TAPER PA VEM N r CR S ( \ M TTCH ExrST/NG (POSTED 55 MPH SPEED,) y ALL SITE LIGHTING SHALL BE DIRECTED DOWNWARDS AND AWAY FROM ADJOINING LAND. VALID FOR 5 YEARS FROM DATE OF APPROVAL I al Lon Harris Rust&Associat.es,pc Enetsteers ;5urveyors,Planners,Landscape Architects 116 V **in Street Bri4a"ater, Virginia 22812 'i4V 828.2618 © COPYRIGHT - REPRODUCTION OR USE OF THIS DOCUMENT IN WHOLE OR IN PART IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM PATTON HARRIS RUST & ASSOCIATES, PC. Offices: Chantilly,Va. Bridgewater,Va. Leesburg,Va. Virginia Beach,Va. Winchester,Va. ■ SURVEY DATE PHRA JULY 3, 1997 DESIGN DRAWN QLR QLR CHKD. SCALE JDH 1 "= 20'09 C. I . = 2' SHEET 1 OF 3 FILE NO. 9778--10 30 I GRAPHIC SCALE 0 13 30 W 120 IN FEE7 I inch = 30 ft. ALTERNATE 1. x6" S PARTIAL PLAN OF FENCE / BETWEEN POSTS 4"X4" POSTS O 8' O.C. (MAX.) - / / / 'rol SLOPE TOP OF CONC. / / , / / / / / , / / / / / / / / / / / ! / RAKE do CAULK CONCRETE !//,/,/ //, / COLLAR ALL MEMBERS TFC( Bfi' P�ESSt'1R!�✓T A 'h1N A�l / SCREENING TREES - SEE SCHEMAT7IC / o w �✓ lnc i l .00 L. rLrlvrncc.ry 4W J 5' O. C. HEIGHT A T PLAN77NG SHALL BE 30 INCHES SHRUBS REOU/RED: 56 Fly ii AID / • V E tERGREEN W SCREENING 2 TREES Z JI L4 ~I � W 0 • 0 SEC 77ON A —A SCALE.- 1 " = 30' SHADE TREES I SCREENING SHRUBS -� PLANTS �I \CL _ J -�3 Q� �J4 Et0 ® MAPLES IZ d PERT ANI 1 1 0000 \ \ \ 000 WA 7ER_0E2X4--00 Ab \'` l i .%' - r- .r `•. '' ` I _` '► - , 400 - ,_....-�-.� .iR7Cr�"_.`3-aY�.i _: .� '' � '� ' EX. FIRE 00 0 SER NL O O � .�` \ • • �_ - ...ram — -' - ' '/ / ONEO 00 1 I W 00 RO T PkANTING 22 eVERGREEN HRUSS \� SE SHRU SCHE A TIC y 77 BUFFER TYPE / / 1 NO SCREEN A 150' INAC77VE BUFFER / -4g70 s.50' AC77VE BUFFER � LANDSCAPE SCREEN 75' INACTIVE BUFFER, 25' AC77VE BUFFER -- 48 v FULL SCREEN 25' INA C T7 VE BUFFER 25' A C 77 VE BUFFER PROPOSED PAR/Cl/NC - — LEGEND / EX. BUILDING INA C 77 l/E BUFFER I I LANDSCAPE BUFFER SCfL1EMA TTC AC77VE BUFFER SCALE.- 1 = 100 No. REVISIONS DATE CHKD. 1. REVISED PLAN PER VDOT (LETTER 7/31/97) 8/12/97 JDH 2. REVISED SITE PLAN PER COUNTY REVIEW 9/18/97 JDH 3. REVISED SITE PLAN PER COUNTY REVIEW 10/20/97 JDH 4 REVISED PER COUNTY REVIEW 11/19/97 JDH 5 REVISED PER COUNTY PLANNING REVIEW 12/13/97 JDH PROFESSIONAL SEAL .�N 0" xl ko. 141 2 7 �c7pK '10NAL ; PROJECT. SEO PROPERTY SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIFiGINIA W-v, EVERGREEN SCREENING 04" `NEW : • / �N ,,. [ TITLE: LANDS -CAPE PLAN AND EROSION AND SEDIMENT CONTROL PLAN SEC 77ON B—B SCALE: I" _ JO' .N SCREEN TREES REOU/RED.• 50 T PLAN771VG SHALL BE EFT. Q. 4i EROSION AND SEDIMENT CONTROL LEGEND I�Is�'1 Patton Harris Rust&Associates,; Engineers,Surveyors,Planners,LAndscape Ai,. tc 116 N. Main Street Bridgewater, Virginia 22812 540-828-2616 TEMPORARY STONE 3 02 CONS TRUC 770AI C E EN TRANCE • ° 3. OS SIL T FENCE S F X X—X— STORM DRAIN I J.07 INLET PROTECTION r PO - LIMITS OF CLEARING DRAINAGE DIVIDES LIMITS OF GRADING Offices: Chantilly,Va. BridgewaterNe. Leesburg,Va. Virginia Beach,Va. Winchester,Va. © COPYRIGHT - REPRODUCTION OR USE OF THIS DOCUMENT IN WHOLE OR IN PART IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM PATTON HARRIS RUST & ASSOCIATES, PC, SURVEY DATE PHRA JULY 3, 1997 DESIGN DRAWN QLR QLR CHID. SC ALE JDH 1 "=30' , C.I.=2' SHEET 2 OF 3 FILE NO. 9778-10 v 0 CL V) 0 OD rn I 12 HANDICAPPED HANDICAPPED C v OD � N VAN PARKINIG o< o 0 O O iZ HANDICAPPED AND VAN -ACCESSIBLE PARKING SIGN (NO SCALE) NOTE. 1) SIGN SHALL BE THE INTERNATIONAL HANDICAPPED SYMBOL 2) SIGN MATERIAL TO BE .065' ALUMINUM SHEET. HANDRAILS TO, COMPL Y WITH ADA REQU/REMIEN IS. .4'-0" t"SLAB 1 1/2" D/A. S7FEL HANDRAIL x 6- W2.9 cur W2 9 WWF OCA TE A T M/IDOLE OF THICKNESS 4' POST CAP WELD do GRIND SMOOTH 2-X2"X1 /B- ST•L TUBE PAINTED BLACK -� SETTING COMPOUND 3-X3-X1/4- 'A1 m ST'L TUBE t -� IN SOIL METAL SIGN POST INSTALLATION (NO SCALE) 2-/4 A T 12 " O. C. TYPICAL OPPSI7F GRADE _I I 11 I 1 2 I- 7,-6 6" VDOT, ,OK57 STONE CONCRETE RAI MP COMPACTED SUBGRADE CONCRETE RAMP CROSS SECTION To 95x DENSITY NO :SCALE 2 VDO T CG- 7 WHERE SHOWN 3 4" 1' 1 o 11" I' t P q7- 7" 2'-O" COMB/NA 77ON 4 " CURB do GUTTER NO SCALE 46" 92 105 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4-X4- TRENCH UPSIOPE ALONG THE LINE OF STAKES. MAX FLOW 3, STAPLE FILTER MATERIAL 4. BACKFIL.L AND / TO STAKES AND EXTEND COMPACT THE IT INTO THE TRENCH EXCAVATED SOIL 9*1T FLAW NSTALLATIOM / POINTS A SHOULD BE HK, " THAN POINT B DRANAG MAY 9110^1ATION ("*IT ELEVAr M) NJRCE: VA. DSWC PLATE 3.05-- 3" BM-2 1 1/2 `SM-2A EX. EP 7\1,14' 1 4' V00 T CG- 7 8" 21-8 AGGREGA TE----j J IT WELL COMPACTED SUBGRADE � EXTEND AGGREGA TF I' BEYOND CURB EN TRANCE A T END OF TAPER NO SCALE I T CURB ?'1 PER PLAN 6 112" VVOT TYPE /, NO. 218 A GGREGA 7F SHOULDER SM-2A B AGGREGA TF 1DMPAC7FD SUBGRADE TYP/CAL PA VEMENr& SHOULDER SECTION NO SCALE 1992 3.02 SOURCE: VA. DSWC PLATE 3.02-1 No. REVISIONS DATE CHKD. 1 REVISED PLAN PER VDOT (LETTER 7/31/97) 8/12/97 JDH 2 REVISED SITE PLAN PER COUNTY REVIEW 9/18/97 JDH 3. REVISED SITE PLAN PER COUNTY REVIEW 10/20/97 JDH 4 REVISED PER COUNTY REVIEW 11 /19/97 JDH S REVISED PER COUNTY PLANNING REVIEW 12/13/97 JDH PROFESSIONAL S o L 3fM JR 141 ! 6IK ONAL 8'-O" TAPER (WIDTH VARIES) 8'-O" 1 1/2" SM-2A 3" BM-2 SLOPE VARIES EX. EP 8" SELECT BASE MA 1ERIAL VDOT TYPE 1, NO. 21B AGGREGA TF • BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET MARE SCREEN j j/ ' %�// j � CONCRETE BLOCK GRAVEL FILTER OVDIFL,O WATER z-RUNOFF WATER NTH SEDIENT / SEDIMENT WIRE SCREEN 2'x4- WOOD STUD • GRAVEL SHALL BE VDOT #3. #357 OR 5 COARSE AGGREGATE PROJECT: SUB -GRADE TSI� SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA In 107 GENERAL ND TES GRAVEL AND W/RE MESH DROP /NL E T SEDIMENT F/L TER 18" MIN. w��Fs�IAiL�i'�-7 SPEC/f7C APPLICA 77C W THIS METHOD OF INLET PROTECTION /S APPLICABLE WHERE HEA VY CONCEN7RA TED fZOWS ARE EXPEC TED, BUT NOT WHERE POND/NG AROUND 774E S7RUC TURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT S7RUC7URES AND UNPR07ECTED AREAS. GRA VEL SHALL BE VDOT ,'% 4FJ57, OR AIK5 COARSE 1. The existing underground utilities shown hereon are base upon available information. The Contractor shall be responsible for determining the exact location of all utilities before commencing work and for any damages that occur by his fol/ure to locate or preserve these utilities If during construction the contractor should encounter utilities other than those shown on the plans, he shall notify the engineer and take necessary and proper steps to protect the facility and assure the continuance of service. 2 Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in the drawings shall be immediately reported to the Owner, who shall promptly correct such Inconsistencies or ambiguities. Worm done by the Contractor without direction after his discovery of such inconsistencies, discrepancies, or ambiguities, shall be done at the Contractor's risk. J. The Contractor shall be responsible for acquiring all necessary permits before any construction begins. Contractor shall notify Miss Utility (800) 552-7001 48 hours prior to excavation. Contractor shall coordinate Installation of electrical, gas, telephone, and CA TV services. 4. Dispose of trees, stumps, and other debris off site. 5. Construction of sanitary sewer and water services shall conform to a// requirements of the Virg/nia Department of Health, Virginia Waterworks And The FREDERICK COUNTY SAN/TA7701V AUTHORITY. 6. Compaction of public utility trenches shall be to a minimum of 95X of standard proctor density, ASTM D698 for suitable material. SOURCE VA. DSWC PLATE 107-2 7. Compaction of fill material under building slabs, sidewalks, and paved areas shall comply with recommendations of the geotechnica/ engineer and 12 Ila shall meet the bearing requirements of the architect for the buildings. WELL COMPACTED SUBGRADE f" _� EMI%�1i���•��•� ''�-•:A•i:ii: 0 Ar Copies of the compaction reports shall be submitted to the Frederick County Engineer prior to issuance of certificates of occupancy. 8. A// materials used for All shall be free of unsuitable materials such as wood, roots, rocks or boulders of unacceptable size, or any other noncompacting soi/ material and shall be approved by the geotechnica/ engineer prior to placement. 9. Drainage improvements, curbing and pavement items shall be installed in accordance with the most recent edition of the standards and specifications of the Virginio Department of Transportation. 10. All storm sewer pipes shall be reinforced concrete pipe, Class conforming to ASTM C-76. 11. All storm sewer structures shall be precast or cast in place concrete conforming to VDOT standards and specifications. Provide VDOT /S-1 in/et shaping in al/ storm structures. 12. Spot elevations shown on face of curb line ore top of curb grades. 1 1/2" SM-2A, 817UM/1VOUS CONCRETE 3" BM-2 13 Roof drains shall be drained to grade and splash blocked at the front and rear of the building. Grade areas adjacent to building to achieves drainage away from the structure and to prevent ponding in swa/es. 14. Building shall comply with the Virginia Uniform Statewide Building Code. 15. The Contractor shall coordinate and arrange for inspection by the FCSA. 16. Exact locations of water and sewer services on new lines are to be coordinated with the County inspector. 8" 218 AGGREGA rE BASE 17. Burning of construction debris on site is not permitted. PA VEMENT SEC 77ON A 18. Access for emergency vehicles must be maintained at a// times NO SCALE during construction. 19. Construction materials ore not to be stored within 15' of fire hydrants- P 20. Fire extinguishers must be placed in building during construction and remain accessible as required in the VA State Fire Prevention 3118" HOT -DIPPED GALVANIZED Code. SM. BAR CAST IN EW-12 WITH 2- 3/8" STAINLESS S7FEL 21. A permit must be secured from the Virginia Department of EYE BOLTS Transportation before any work is performed in State right -of- - ALUMINUM GRAM 11-1/2" way. WIDE AND 15" TALL, SEE GRATF SEC 77ON A -A 22. All construction shall conform to the most current standards and < Specifications of the Frederick County Zoning Ordinance and the Virginia Department of Transportation (VDOT). 23. Construction limits shall be property lines or as indicated by Plan Requiremen ts. 24. All construction shall conform to the Americans with Disabilities Act (ADA) Requirements. :RA 7E DETA/L 25. AH precast concrete structures shall be minimum 4000 psi ® 28 days. 26. A Land Disturbance Permit must be secured from Frederick County Public Works Department prior to any site work performed. -EL BAR W TH BOLT 1/4" X 1-1/4" I/16 " ALUMINUM ANGLE IME IINLESS STEEL WASHER 7 NU T •.i J6" ALUMINUM BARS O 2" O. C. (BOTH WAYS) W--12 GRAZE SECTION A -A NO SCALE TITLE: 12 M/.....,. A GG RE I/DO T GENERAL NO TES Vl. ALL WORK ON THIS PRO.dECT SHALL CONFORM TO THE LA rEST E0I77ONS OF THE VIRGINIA DEPART WENT OF 7RANSPOR TA 770N (VDOT) ROAD AND BRIDGE SPECIFICA 77ONS, AND STANDARDS, 774E ORG/N/A EROSION AND SEDIMEN T CON TROL REGUL A 7701VS AND ANY 0 7HER S TA 7E; FEDERAL OR LOCAL REGULA 7701VS APPLICABLE. IN 774E EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPEC/F/CA 77ONS OR PLANS, 774E MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUC77ON SHALL COMPLY WITH THE LA7FST U.S. DEPAR7MENT OF LABOR OCCUPA 77ONAL SAFETY & HEALTH ADM/N/STRA 770N AND VOSH RULES dt REGULATIONS. V,3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC C01V7ROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE /N ACCORDANCE WITH THE CURRENT ED/ noly OF VDO 7"S WORK AREA PRO T EC 7701V MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CER77FIED IN ACCORDANCE WITH VOOTS ✓ANUARY, 1994 (OR LATEST ED177ON OF) ROAD do BRIDGE SPECIF7CA 7701VS, SEC7701V 104. 04-C. V4. DESIGN FEA 77_IRES RELA 77NG TO CONS TRUC 770AI OR TO REGULA TION, CONTROL AND SAFETY OF TRAFFIC MA Y BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. V5. PRIOR TO /N/ 77A 77ON OF WORK, CON TRA C TOR SHALL SE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDO T RIGHT OF WA Y. V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE-COIVSTRUC77ON CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE A T7FNDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, U77LITY COMPANIES AND VDO T PRIOR TO /N/ 77A 77ON OF WORK. V7. CONTRACTOR SHALL N077FY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK /S TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS N077CE FOR ANY INSPEC 770N. V8. 774E CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUA TF ACCESS TO 774E PROJECT FROM 7HE ADJACENT PUBLIC ROADWAY THROUGH CONS TRUC T70N AND MAINTENANCE OF A CONS TRUC 77ON ENTRANCE /N ACCORDANCE WTV 7HE NRG1N/A EROSION & SE 1MENT CON TROL HANDBOOK. SEC. 3.02. FUR 7HERMORE, ACCESS TO OTHER PROPER 77ES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED 774ROUGH CONS TRUC77ON. V9. CONTRACTOR SHALL ENSURE ADEQUA TE DRAINAGE IS ACHIEVED AND MAINTAINED ON 7NE S1TF DURING AND AT 7HE END OF CONS TRUC770N. 1/10. .ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT R/GH T OF WA Y ARE TO HA VE MINIMUM 36 " COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROA0WA Y DRAINAGE FACILI77ES. V11. ANY UNUSUAL SUBSURFACE COND17701VS ENCOUNTERED DURING THE COURSE OF CONS 7RUC 7701V SHALL BE /MMED/A TEL Y BROUGHT TO 774E A TIEN770AI OF THE ENGINEER AND VDO T WORK SHALL CEASE /N T7-IA T VIC/NiTY UN77L AN ADEQUA 7F DESIGN CAN BE DETERMINED BY 774E ENGINEER AND APPROVED BY VDOT V12. ALL UNDERCUT AREAS AND BORROW MA TER/AL SHALL BE INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. 1/13 ALL ROAD WA Y FILL, BASE, SUBSURFACE MA TER/AL AND BACKILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 93X OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY A A SH TO T- 99 METHOD A, W1 T H/N PLUS OR MINUS 2X OF OP 77MUM MOISTURE FOR THE FULL W1D 7H OF AN Y DED/CA TFD S TREET RIGH T OF - WA Y AT THE DIREC77ON OF VDOT INSPECTOR DENSITY TFSTS PERFORMED BY A QUALIFIED INDEPENDANT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPEC/FICA TTONS. A COPY OF ALL TES IS SHALL BE SUBMI TIED TO VDOT PRIOR TO FINAL VDOT APPROVAL. 1/14. VDOT STANDARD CD AND UD UNDERORAINS SHALL BE INSTALLED WHERE INDICATED ON 7HESE PLANS AND FURTHER WHERE DETERMINED NECESSARY B T VDOT INSPECTOR. V15. THE /NSTALLA 77ON OF ANY EN7RANCES AND MAILBOXES W11HIN ANY DED/CA TED STREET RIGHT OF WA Y SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND /S THE DEVELOPERS RESPONSIBILITY. V16. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES OF ALL INVOICES FOR MA 7FRIALS Wl THIN ANY DEDICA 7FD S7REET RIGHT OF WA Y MUST SE PRO V7DES TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. VI 7. PR/OR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY REQUIRED STREET S/GNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVEL OPER OR, A T VDO Ts D/SCRET70N, B Y VDO T ON A N A CCOUN T 4�r</VdIQ/ A- A?ACZ/ C CUTQfF TRENCH FOR EAR7H-FILL EMBANKMEN A CUTOFF TRENCH SHALL BE EXCA VA TED ALONG E CENTERLINE OF 774E DAM. 7HE TRENCH MUST EXTEND A T LEAST 1 FOOT /Nro STABL & IMPERVIOUS LAYER OF SOUL & HAVE A MINIMUM DEPTV OF 2 FEET. THE CU7WF F7L TER FABRIC TRENCH SHALL EXTEND UP 1-907H ABUTWENTS TO NE RISER CREST ELEVA 170N. THE MINIMUM BOTTOM wD7H SHALL BE 4 FEET BUT ALSO MUST BE WIDE ENOUGH TO PERMIT OPERA 77CW OF COtIPAC770 V EOU/PMENT. 774E SIDE SLOPES SHALL NE NO STEEPER THAN 1: 1. COMPAC7701V REQUIREMENTS SHALL BE 7HE SAME AS THOSE FOR 774E EMBANKMENT. THE 7R NCH SHALL BE DRAINED DURING THE BACKRLLING COMPACT ING OPERA TTONS. 8" PVC /NV /N-70.30 INV OUT- 69.00 DE TEN T/ON BA SIN CROSS SECTION (NO SCALE) 174E 70P ELEVA 77ON OF 174E CU70FF TRENCH SHALL REPRESENT 174E LOWEST ELEVA 77ON OF UNDESIRABLE SOIL 1t7 BE REMOVED. C COPYRIGHT - REPRODUCTION OR USE OF THIS TEMPORARY EW-12 INLET PROTECTION DETAIL O DOCUMENT IN WHOLE OR IN PART IS STRICTLY NO SCALE PROHIBITED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM PATTON HARRIS RUST & ASSOCIATES, PC. NOTES AND DETAILS Offices: Chantilly, a. Bridgewater,Va. Leesburg,Va. Patton Harris Rust&Associates,pc Virginia Beach,Va. Engineers, Surveyors, Planners,Landscape Architects Winchester,Va. 116 N. Main Street Bridgewater, Virginia 22812 540-828-2616 SURVEY DATE PHRA JULY 3. 1997 DESIGN DRAWN QLR QLR CHKD. SCALE JDH NONE C.I.=2' SHEET 3 OF 3 FILE N0. 9778-1 O It e LA 4" SC H 20 - - SOLID PIPE D 1 I - --- — — — — — — — — — — -� I I I I � FUTURE EXPANSION I -�� ; -P I_ U G 4" -,CH 20 SOLID PIPE SCH.40 SOLID PIPE TO PUMP TANK AN OUT (TYP) 4 SC:H 20 F'LHf• (I)"F' 1 _. i 9 - 1 /4" HOLES SSAR Y — / 1 112" GLOBE VAL - \_ FILTER UNDER-DRAlI* 10" VDOT #57 STONE MIN. SLOPE _ / PER FOOT SECTION A —A SANE, FILTER DETAIL -CALE: 3/8'=I'—CI„ NOTE: ALL WOOD TO BE GROUND CONTACT RATED SALT TREATED WOOD. CONCRETE FILTER TANKS AS MANUFACTURED BY SHENAND❑AH PRECAST PRODUCTS. 703/459-5024 ALTERNATE TANKS MAY BE PROVIDED. HOWEVER THEY SHALL PROVIDE SAME SURFACE AREA OR GPEATER ALL OTHER, TANKS AS MANUFACTURED BY WINCHESTER BUILDING SUPPLY, NOTE- COVER IS TO BE FIRMLY SECURED BUT NOT PERMANENTLY ATTACHED TO THE TANK, ALLOWING THE SAND FILTER TO BE SURFACE ACCESSIBLE. SPLASH BLOCK PIPE STRAP 2 X BOARD GROUND COD CONTACT RATED VA XfE SAND TOE NAIL CROSSMEMBER TO SUPPORT 1 1 /2" SCH-40 PVC INSTALL PIPE LEVEL 1 /4" HOLE 1/4- WEDGE ANCHOR 2'-0" 0 C HEADER PIPE SUPPORT DETAIL SCALE: NONE CORUGATED ALUMINUM ROOFING 1 O r T to I l'f f M A 1 It v P li VINL 1_7l11L SECTION B-B PROJECT DATA 1 OWNER: MS, EUN S❑OK. SEO L-29 -8 —NEI STPEET WINCHESTER, VIRGINIA I- t - c. FOP SITE PLAN INF04MATION - SEE SITE PLAN PREPARED DY PHRB A. 3. LO(__ATION: WEST SIDE ROUTE 522 JUST NORTH OF OPEQUON CREEK, FREDERICK COUNTY, VIRGINIA, 4, S)STEM CAPACITY. GPD 1 2`0 EMPL❑YEES ❑R LESS') S. S1" STEM COMPONENTS: A. 100o GALLON SEPTIC TANK B, PEC IPC. PUMP TANK C. TWO - 150 GPD FILTEF' CELLS D CHLORINATOR E. CHLORINE CONTACT TANK F. DECHLOPINATOP G POST AERATOF' 6 FIELD REVISIONS TO THIS FLAN APE TO BE APPROVED BY THE ENGINEEP, WISPER MODEL 1000 AIR PUMP CONTROL 0.35 CFM, 110 VOLT UNIT IN NEMA ENCLOSURE AIR CONNECTION FROM CONTROL UNIT ACCESS R FLEXIBLE FLOW HOSE WATER VOL.- 12 GAL. 1.6 CF o AERATION STONE POST AEP ATION TANI,. NO SCALE AIR PUMP HAS 2 YR. WARRANT`! ACCESS & SAMPLE COVER AMERICAN MANUFACTURING CHLORINE CONTACT TANK 4" PVC 4' SCH 41 P` 4'- 3" 111 4'SCH 40 PVC FLOk SEPTIC TANK PLAN SEPTIC TANK SECTION —3" 4' SCH 40 PVC FLOW ;CH 40 PVC FLOW I � SCALE, 3/8'=Y-0' FLOW I I I FLOW SEPTIC TANK DETAIL SCALE: 3/8'=1'—W r JUNCTION BOX ON 4 X 4 TREATED WOOD POST E EXPANSION IiI i i LL-ij ELEC., CONDUIT 4' SCH 40 FROM FILTER O 3' -- 3' ? CONDUIT TO HOUSE d CHLORINE CONTACT TANI CONC PI=EP & C❑VEP I NO SCALE 3° n ACKFILL TANK. I — GATE VALVE Y^pY 4' SCH 40 PVC I i �� i CHECI, VALVE I I CAM -LOCK CO I 4' SCH 40 PVC i / H TCH I �I � --FLOWS — 4'-3' FLDW — — -- — _— -� II \ HATCH C / PUMP I AMERICAN MANUF / RECIRCULATION VALVE USE EXTENSIONS I I 18 CORR. POLY PROP. PIPE (ADS) AS REQUIRED J/ �— v'ENT ABOVE — — — — — — — — — — — CUT OFF JUST BELOW FINISH GRADE 3' w 1000 GALLON SEPTIC TANK PUMP TANK PLAN r 4" SCH 40 TO CHLORINATOR BACK FILL SPACE BETWEEN CHLORINATOR AMERICAN CHLORINATOP/ SCALE:3/8'=l'-O' �- JUNCTION BOX AND PIPE WITH AGGREGATE DECHLORINATOR MODEL 4 NEMA 4 / INFLUENT EFFLUENT / VENT W/SCREEN CONDUIT CONC. PISER & COVER 4- SCH 20 PVC 4 X 4 TREATED WOOD POST CHLORINATOR/ DECHLORINATOR R" SCALE I /2"=1'-O" SCH 40 PVC TO ALARM AND CONTROL ji PANEL IN HOUSE 1000 GAL. SEPTIC TANK FLOW o ALARIM @ 40.5' ----L 5 -3. 4' SCH 40 PVC 40.5" AMERICAN MANUF RECIRCULATING VALVE PUMP OFF @ 12' GATE VALVE CAST CONC. BLOCK 4" HIGH CAM LOCK COUPLI14G 6' COMPACTED GRAVEL PUMP LIFT ROPE �f PUMP TANK SECTION SCALE, 3/8'=1'-0' NOTE: THE PUMP TANK SHOWN ISn GENERIC. PIPES ENTERING AND EXISTING THE PUMP TANK MAY BE MIRRORED TO FIT FIELD CONDITIONS. RECIRCULATION TANK DETAIL SCALEI H C]F o C71 DAVID L. BUSHMAN z CERTIFICATE ND, �- v 12527 I C REGISTERED PROFESSIONAL ENGINEER � Q � T 0 U m Li Z CD Z 0 _0 V) J Q Q 0- 0 n 0 fW Q m an J A Lj tv o 1n z O z c7_n _O W � d Of (J z u) Lj Y_ Q OU x A fy L' Q W W 01 r W r� V I cr ZLLJ V I n 0 0 Q 0 �_ LLJ 0 Z Q z 0 ry 71 y U LLJ 0 LLJ LL I no, t wilm nilil PC 12335 BACK ROAD TOMS BROOK,VA 22660 540-436-8332 FILE NAME: 97018 DATE: SEPT., 1997 SHEET 1 OF 2 0 71 u E='E-GIFIC ATIONS I I UULPMFNT A PlIMI' STA-PI1E MODEL 300E, 1 PHASE, 115 VOLT, 1/3 HP 1 : t GPM @ M, 3 T DI+ b PItMP (ONTROL PANEL- AMERICAN MANUFACTURING, ITEM B4503A, 115 VLII I NI MA 4X ENCLOSURE_, ALARM BELT_ AND FLASHING RED LIGHT MANUAL OVERRIDE SWITCH TO BE PROVIDED, CONTROLS TO HAVE MA'.IIR DISCONNECT SWITCH, PANEL TO iNCLUi1E ONE TIMER TO ALLOW ,i T i INI, If PIIMP RUN TIME DURATION AND A SECOND TIMER TO ',I I Illf INTERVAL BETWEEN PUMP STARTS I i 10AI AMI RiCAN MANUFACTURING, MODEL 010, 3 REQUIRED D t HI OKINAIIIK AMERICAN MANUf ACTURING CHLORINATOR 4 E. IYIlIIHIPINAIOR .- AMERICAN MANUFACTURING DECHLORINAIOR 4 1 (IINI'ALI 1ANI, AMERICAN MANUFACTURING II PII'INIi ALL PIPING TO BE PVC, SCHEDULE 20 OR 40 AS SPECIFIEI ON THE iIRAWINh> It IHLlWINf 11ai WUIPMlNT - iIACH DR-100 OR APPROVLD EQUAL. INSIALtAIRIN II1 Bl IN ACCORDANCE WITH VIRGiNIA DEPARTMENT OF Hf AI III P(QUIKEMILNIS AND REGULATIONS, tliNFRAi111l' 10 NOWY 1111` t.ULINTY HEALTH DEPARTMENT PRIOR TO til'ARI INo tilt. 0INSIRUIC TiON. INSTALLATION AND BALANCING OF THE `, TI M T11 BE IN7ECTI D BY THE HEALTH DEPARTMENT 4 ALARM CIRCUIT III BE WIR'F D iNDEPFNDI N1'l Y Of THE PLIMF CIRCUIT A FrI Mt111 AijIIOVIyIIA1 AI ARM 1I1 BE LOCA4 D IN THE BUILD[NG. At. I BI Nil' N 1!11- F UR(J MAIN ARE 10 HAVE THPUST RLOCI S WITH A MINIMPH i C t T 14LARING ARrA c AUI DIy1l.IR1I1111 :'> (AS SHALL RL LTMED. FERTIII,'[D AND SEEDED AT THE 11I11(.IVINU API'LUAiLLIN RAKS A I IMI• aI : BS 110110 70 1 T R 10 '0 111 1iP11Li IP ' LBJ' 101Y0 KQ 1`1 t l,I N`10Ci,Y TALL 1 EWUF h cBS:I(10fi SIT F1 A; i I x1S1 iNr, LINDI Rt,RLIUND UTIiITIES SHALL RE PH)' iCALLY LOCATED I 1 114E (ONTkA00P PRIOR TO THE BEGINNING LIT AN) CONSTRUCTION IN Pit .1, 1NII� Of IHESL UTII 111ES F ti1WTW('IIL1N III THE WATIR AND SEWER iMPROVEMENTS SHALL ±�k I ' 5K i \(':CD Tit REQUIRFrCNTS- OF THE COUNTY Hf`ALTH DEPARTMENT AN11 TI4T 'v;RuINiA DLPARTMENT OF HEALTH ', TEMPORARY AND PERMANENT EROSION CONTROL STRICTURES AND MFTHIIDS TO BE IN ACCORDANCE WITH 114E. VIR61NIA EROSION CONTROL 11C;P1L1NFS AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE 9N',1 RU: IIIN Of & I OD 10 t:ON*QAi'I'll,' `J Alf IIFY ALL UTILITY CGMPANIES PIISSiBLY HAVING, I;N[.. IN THE AREA AT LEAST 7c' HOURS PRIOR TO STARTING CONSTRUCTION• CONTACT 'MISS UTILITI? Al 1-800-552-7001 TO HAVE ANr UNDERGROUND LHILITIES MARF:ED 11 ANY U *USUAL SLIB: URF ACE CONDITION'-, ENCOUNTERED DURING `0W 1RLI'"TION SHALL RL SPOUGHT TC THE ATTENTION Or THE OWNER AND iiR ENtI',NEER I" 'NE �31siTRACfOR SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS ulvEN PRIOR TO STARTING CONSTRUCTION :? ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE iS THE CONTRACTORS RESPONSIBILITY. 14 ALL EROSION CONTROL STRUCTURES SHOWN OR REQUIRED DURING THE CONSTRUCTION SHALL BE CONTINUOUSL'I MAINTAINED THROUGHOUT THE �'ERIOD iN WHIr>a AREAS ARE DENUDED AREAS SHOWN TO BE SURFACED ARE TO HAVE STC 3ASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER FgTABLISHING bwA DE NO AREA IS 10 REMAIN DENUDED rOR MORE THAN 30 CALFNDFP DA�� WHEN CONSTRUCTION 1S iN PROGRESS 15 SEWER AND FORCE MAIN TRENCHES SHALL BE BACKFILLED AND TAMPED AS SOON AS P>1cSIBLE AFTER THE INSTALLATION OF THE PIPING HAS BEEN APPROV MATERIAL FOP BACKFILLING SHALL BE FREE OF LARGE STONE'AND DL0IC 16 CONTRACTOR TO OBTAIN, AT HiS EXPENSE ALL PERMITS REQUIRED OF THIS WORK AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED 17. ALL AREAS OF THIS SiTE WHICH ARE DISTURBED BY THiS CONSTRUCTION HALL BE PROVIDED WITH 4? OF TOP SOIL AND BE LIMED, FERTILIZED, AND SEEDEE, AS PREVIOUSLY DESCRIBED. AREA SHALL BE MULCHED AFTER SEEDING, AREA° NOT GRADE WILL BE DISCED, LEVELED, AND SEEDED TO ACHIEVE LAWN CONDITIONS. THE 4? OF TOPSOIL 1S iN ADDITION TO ANY FILL MATERIAL SPECIFIED. ih. ALL PIPING TO BE PVC SCH 40 V/SOLVENT WELD OR THREADED FITTINGS I:;;?AVIT1 SEWERS CARRYING UNSETTLED WASTEWATER ARE TO HAVE A MINIMUM SLOPE OF 1.25' PER 10 FT ALL PIPING BENDS SHALL BE MADE WITH FITTINGS OF 45 DEGREE ANGLE OR LESS. THE USE OF 90 DEGREE ANGLE FITTINGS WILL NOT BE ALLOWED, 19. ALL SEWERS AND FORCE MAINS WILL BE BEDDED TO PROVIDE UNIFORM SUPPORT ALONG THE LENGTH OF THE PIPE. 20. ALL FORCE MAINS WILL BE INSTALLED WITH A MINIMUM COVER OF 36' TO PROTECT FROM FREEZING, 22. CLEAN OUTS SHALL BE PROVIDED EVERY 50 FT. IN GRAVITY SEWER LINES. THE CLEAN OUTS SHALL BE BROUGHT TO THE GROUND SURFACE. 23 A CLEARANCE OF 100 FT, (50 FT. FOR CLASS IIIB WELLS) SHALL BE MAINTAINED BETWEEN ANY POTABLE WATER WELL AND A DRAIN FIELD. A CLEARANCE OF 50 FT. SHALL BE MAINTAINED BETWEEN THE SEPTIC TANK AND PUMP CHAMBER AND ANY POTABLE WATER WELL. A CLEARANCE OF 10 FT. SHALL BE MAINTAINED BETWEEN A HOUSE FOUNDATION WITHOUT A BASEMENT AND THE SEPTIC TANK, PUMP CHAMBER, AND FILTER, THIS CLEARANCE SHALL BE INCREASED TO 20 FT. IF THE HOUSE HAS A BASEMENT. 24 THE SEPTIC TANK, SAND FILTER AND PUMP CHAMBER, SHALL BE CONSTRUCTED OF REINFORCED CONCRETE. THEY SHALL BE OF A SHAPE AND CONFIGURATION APPROVED BY THE HEALTH DEPARTMENT AND THE SIZE SHALL BE SPECIFIED ON THE DRAWINGS 25. A WATERTIGHT SEAL IS TO BE PROVIDED WHERE THE PIPING ENTERS AND EXITS THE SAND FILTER 26. THE FILTER SAND SHALL BE CLEAN, COARSE SAND, FREE OF CLAY, LOAM, OR ORGANIC MATERIAL, AND FINE PARTICLES. iT SHALL HAVE AN EFFECTIVE SIZE OF 0.50 TO 1.00 MM AND A UNIFORMITY COEFFICIENT OF NOT GREATER THAN 4.0, IT SHALL BE CERTIFIED BY THE VENDOR TO MEET THESE REQUIREMENTS FOR USE AS FILTER SAND. 27. LOCATIONS OF TANKS AND SAND FILTER MAY BE ADJUSTED TO FiT FIELD CONDITIONS. HOWEVER, MINIMUM GRADES MUST BE HELD ALL MODIFICATIONS ARE TO BE APPROVED BY THE ENGINEER 28. GRAVITY SEWER LINES INSPECTION AND TEST: A. ON COMPLETION OF EACH SECTION OF GRAVITY SEWER OR AT SUCH OTHER TIME AS THE OWNER MAY DIRECT, THE SECTION OF SEWER IS TO CLEANED, INSPECTED, AND TESTED. ALL PIPE AND SERVICE LATERALS SHALL BE TESTED BY THE AIR -TEST METHOD. B. LOW-PRESSURE AIR TEST. 1. THE AIR TEST IS TO BE CONDUCTED BETWEEN TWO CONSECUTIVE MANHOLES. THE TEST EQUIPMENT SHALL CONSIST OF A) TWO PLUGS (ONE TAPPED AND EQUIPPED FOR AIR INLET CONNECTION), B) A SHUT-OFF VALVE, C) A PRESSURE REGULATING VALVE, D) A PRESSURE REDUCTION VALVE, AND E) A MONITORING PRESSURE GAUGE HAVING A PRESSURE RANGE FROM 0 - 5 PSI, GRADUATED IN 0.10 PSi INCREMENTS WITH AN ACCURACY OF .04 PSI. THE TEST EQUIPMENT SHALL BE SET UP OUTSIDE THE MANHOLE FOR EASY ACCESS AND READING. �. AIR SHALL BE SUPPLIED TO THE TEST SLOWLY AND SHALL BE REGULATED TO PREVENT THE PRESSURE INSIDE THE PIPE FROM EXCEEDING 5.0 PSI, THE PIPELINE SHALL BE FILLED UNTIL A CONSTANT INTERNAL PRESSURE OF 4.0 PSI IS MAINTAINED, THE INTERNAL PRESSURE SHALL BE MAINTAINED AT 4.0 PSi OR SLIGHTLY ABOVE FOR A FIVE-MINUTE STABILIZATION PERIOD. AFTER WHICH TiME THE INTERNAL PRESSURE WILL BE ADJUSTED TO 4.0 PSI. THE AIR SUPPLY SHUT OFF AND THE TEST BEGUN. FOR SAFETY REASONS, NO PERSON SHALL REMAIN IN THE MANHOLE WHILE THE PIPE IS BEING PRESSURIZED OR THROUGHOUT THE TEST. 3. FOR THE SECTION OF LINE TO PASS, THERE SHALL BE ZERO LEAKAGE FOR A FIVE-MINUTE INTERVAL AFTER THE VALVE HAS BEEN SHUT OFF. 4 THE TEST MUST BE DONE IN THE PRESENCE OF THE OWNER?S INSPECTOR 29. FORCE MAIN SEVER LINES INSPECTION AND TESTS; A. ALL SEVER FORCE MAINS SHALL BE TESTED AT A MINIMUM AIR PRESSURE OF AT LEAST FIFTY PERCENT ABOVE THE DESIGN OPERATING PRESSURE =OP AT LEAST ONE HOUR. THE DEIGN OPERATING PRESSURE OF A FORCE MAiN 'IS EXPRESSED AS TOTAL DYNAMIC HEAD (TDH). TDH 1S MEASURED IN FEET OF WATER IT IS KNOWN THAT THIRTY-FOUR FEET OF WATER EI)IJALS 14 7 PSi B. THE FORMULA FOR OBTAINING THE TESTING PRESSURE (P SHALL BE: P= -` �H) WHERE. P= TEST PRESSURE IN PSI H- TOTAL DYNAMIC HEAD TDH) IN FEET OF WATER AT DESIGN OPFRATING POINT THE AIR T[--,T IS TO BE CONDUCTED BETWEEN THE PUMP STATION AND THE i_iNE'S DISCHARGE MANHOLE. THE TEST EQTIPMENT SHALL CONSIST OF A) TWO PLUGS �ON'L TAQQED AND EQUIPPED FOR AIR INLET CONNECTION), B) A SHUT-OFF VALVE. C) A PRESSURE REGULATING VALVE, D) A PRESSURE REDUCTION VALVE., AND E) A MONITORING PRESSURE GAUGE HAVING A PRESSURE RANGE OF 5 PSI GREATER THAN THE REQUIRED TEST PRESSURE THE TEST EQUIPMENT SHALL BE SET UP OUTSIDE THE MANHOLE OR PUMP STATION FOR EASY ACCESS TO READING. C AIR SHALL BE SUPPLIED SLOWLY, WHEN THE REQUIRED PRESSURE HAS BEEN REALHED, IT SHALL BE MAINTAINED FOR FIVE MINUTES TO INSURE THE PIPE'S INTERNAL PRESSURE HAS BEEN STABiLIZ'ED AFTER STABILIZATION. THE AIR SUPPLY SHALL BE SHUT OFF AND THE TEST BEGUN, FOR THE SECTION OF LINE TO PASS THERE SHALL BE ZERO LEAKAGE FOR SIXTY MINUTES AFTER THE VALVE HAS BEEN SHUT OFF, D THE TEST MUST BE DONE IN THE PRESENCE OF THE OWNER'S INSPECTOR,. 30, WATER MAINS NEAR SEWERS: A WHEREVER POSSIBLE WATER LINES SHALL BE LAID AT LEAST TEN FEET, HORIZONTALLY, FROM ANY EXISTING OR PROPOSED DRAIN, SEWER LINE, OR SEWER APPURTENANCE, THE DISTANCE SHALL BE MEASURED EDGE -TO -EDGE. WHEN THIS 1, NOT POSSIBLE, THE LINES CAN BIE INSTALLED CLOSER WITH THE APPROVAL OF THE ENGINEER AND THE HEALTH ;DEPARTMENT AS LONG AS THE FOLLOWING CONDITIONS ARE MET. I. SHOULD LOCAL CONDITIONS PREVENT A LATEkRL SEPARATION OF TEN FEET, A WATER LINE MAY BE LAID CLOSER PROVIDED THAT CERTAIN CRITERIA ARE MET. THE WATER LINE CAN BE LAID IN A SEPARATE TRENCH, OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAiN IS AT LEAST EIGHTEEN INCHES ABOVE THE TOP OF THE SEWER. 2. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER MAiN AND SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT DUCTILE IRON PIPE. 3. BOTH PIPES SHALL BE PRESSURE TESTER TO ASSURE ZERO LEAKAGE BEFORE BACKFILLING. B. WATER LINES CROSSING OVER SEWERS SHALL BE LAID TO PROVIDE A SEPARATION OF AT LEAST EIGHTEEN INCHES BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER WHENEVER POSSIBLE. WHEN LOCAL CONDITIONS' PREVENT THIS VERTICAL SEPARATION, THE FOLLOWING CONSTRUCTION SHALL BE USED WITH APPROVAL OF THE ENGINEER AND HEALTH DEPARTMENT: 1. SEWERS PASSING OVER OR UNDER WATER LINES SHALL BE CONSTRUCTED OR PUSH --ON OR MECHANICAL JOINT DUCTILE IRON PIPE, 2, WATER LINES PASSING UNDER SEWERS SHALL BE PUSH -ON OR MECHANICAL JOINT DUCTILE IRON PIPE, IN ADDITION, THE WATER LINE SHALL BE PROTECTED BY PROVIDING• A. A VERTICAL SEPARATION OF AT LEAST EIGHTEEN INCHES BETWEEN THE BOTTOM OF THE SEWER AND THE TOP OF THE WATER LINE. B. ADEQUATE STRUCTURAL SUPPORT FOR THE SEWERS TO PREVENT EXCESSIVE DEFLECTION OF THE JOINTS AND THE SETTLING ON AND BREAKING OF THE WATER LINE. C. THAT THE LENGTH OF THE WATER LINE IS CENTERED AT THE POINT OF THE CROSSING SO THAT JOINTS SHALL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. D. BOTH PIPES SHALL BE PRESSURE TESTED TO ASSURE ZERO LEAKAGE BEFORE BACKFILLING. E. NO SEWER LINE SHALL PASS WITHIN FIFTY FEET OF A DRINKING WATEP. SUPPLY WELL, SOURCE, OR STRUCTURES UNLESS SPECIAL CONSTRUCTION AND/OR PIPE MATERIALS ARE USED TO OBTAIN ADEQUATE PROTECTION THE PROPOSED DESIGN SHALL IDENTIFY AND ADEQUATELY ADDRESS THE PROTECTION OF ALL DRINKING WATER, SUPPLY WELLS, SOURCES, AND STRUCTURES WITHIN ONE HUNDRED FEET OF THE PROPOSED PROJECT. 31, HEALTH DEPARTMENT REGULATIONS REQUIRE INSPECTION AND CERTIFICATION OF THE SYSTEM INSTALLATION BY A, LICENSED PROFESSIONAL ENGINEER INSPECTION SCHEDULE: 1. PRE - CONSTRUCTION MEETING 2. INTERMEDIATE INSPECTION - AFTER ALL TANKS AND PIPES ARE INSTALLED, BUT NO SAND OR BACKFILL HAS BEEN PLACED, 3. FINAL INSPECTION - AFTER ALL CONSTRUCTION IS COMPLETED. SYSTEM CALCULATIONS DESIGN CRITERIA COMMERCIAL - 20 WASTEWATER FLOW ( GFD) _ PUMP STATION DESIGN 1000 GAL-LON SEPTIC TANK INTERIOR DIME NSIONS:LENGTH WIDTH = DEPTH = INV. DE VOLUME PER FT, _ 1/4 DAY STORAGE _ 1/4 DAY • TORAGE DEPTH = EMPLOYEES OR LES' 300 (15 GPD PER EMPLOYEE WINCHESTER BUILDING SUPPLY 97 INCHES 8,06 51 INCHES 4.C5 63 INCHE•� 5.25 56 INCHES 4.67 c-) GALLONS 75.00 GALLONS �.50 INLHEC USE: 4 INCHE`- T❑RAGE VOLUME _ FILTER DEiGN FILTER LENGTH= FILTEG' WIDTH = FILTER AREA X 2 = FiLTLR LOADING PATE _ TOTAL_ FILTER CAPACITY = DISTRIBUTION PIPING DESIGN DISTAL PRESSUPE HEAD = FL -Ow PER 1/4' ORIFICE _ NO. HOLE PER LATERAL = FLOW PEP LATERAL = TOTAL FLOW = 100 90 80 70 60 50 86 GALLONS 9� 00 iN 62 00 IN 9.22 (.. FT. 400 !SAL /DAY/ _,h FT _,16 89 GP T• 10.74 GPM 9,00 &6C, ��F'M 13.32 i3PM FT. FT. FT. F T. PUMP DESIGN PUMP ;TATION GROUND ELEV.= PUMP STATION INVIN = PUMP STATION BOTTOM ELEV. _ PUMP OFF ELEV.= HIGH WATER ALARM ELEV,= LATERAL ELEVATION LOW WATER LEVEL- _ STATIC LIFT = FORCE MAIN FRICTION LEE L❑SS 1 1/2, PVC PIPE 1 1/2' 90D ELL 4.0 1 1/2' GATE VALVE 1.07 1 1/2' X 1 1/4' RED. 1.00 1 1/2' 45D ELL 215 1 1/2' GLOBE VALVE 45.60 76,00 FT. 73.5 FT 69.3 FT. 70.3 FT 72,6 FT, 86,33 FT. 70 25 FT. --- 16.08 FT. QUANTITY 9Q 1 1 6 1 TOTAL F ORCE MAIN DIAMETER = HEADLOSS @ 13.32 GPM = TOTAL LINE LOSSES = FORCE MAIN VELOCITI = TOTAL L❑SSE 12INCHES 41INC HES TOTAL 99.00 FT, 12.09 F T, 1.07 FT. 1.00 F T. 12.90 F T. 45.60 FT. 171.66 FT 1.50 INCHE`_, 1.870 FT,/100 FT 3.21 FT 2.42 FT.I` [C. FRICTION LOSE` = 3,21 FT. STATIC LIFT = 16.08 FT. DI_-TAL PPES-,URE HEAD = 1.00 F1 TOTAL DYNAMIC HEAD = 20.29 FT MINIMUM PUMP CAPACITY REOUIPED = 13.32 GPM PUMP MODEL! STA-FITS MODEL 300E - 1/3 HP CAPAC ITY: 13.32 GPM TDH: FT FORCE MAIN VELOCITY: 241 FT / EC, VOLUME FOP 2' FILTER DO'_E DOSE VOLUME 8.76 GALLONS' RUN TIME = 7 MIN. RECIRCULATION RATIO PUMP CYCLE TIME _ TOTAL PUMP RUN TIME _ TOTAL VOLUME PUMPED = RECIRC. RATIO = 100 MIN. 106.77 MIN. 1,422,20 GALLONS 3.0 < 4,74 < 5.0 -T J 1_ I I -'I V I V '._ MIN. SLOPE 10% 0 I� HYDRAULIC PROFILE 70 m SCALE: NONE 77 100 90 TANK FOP =`=•T m. 70 60 50 5 H DAVID L. BUSHMAN C1 CERTIFICATE NO, w. v : 12527 REGISTERED PROFESSIONAL, _ ENG1NEER,_rJ6/ Z u� M Ld Lli :D Ld z Z 0 U) J Q <L D_ C-)Q hW- B m IG V) Z p Z V) (n o f z LAJ U In c� W tY z V J LJJ _0 cn V / ___._i D U O I Q� Q O cr-- < U n ry O 0 (f) W n PC 12335 BACK ROAD TOMS BROOK,VA 22660 540-436-8332 FILE NAME: 97018 DATE: SEPT., 1997 SHEET 2 OF 2