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HomeMy WebLinkAbout30-99 H.P. Hood Facility - Back Creek - Backfile (2)(16) JUN BLU (22) HEM STE REFER TO C2.1 FOR TOPSOIL MOUNDING IN THIS AREA. FIELD VERIFY RECENTLY CONSTRUCTED UTILITY LOCATIONS AND ADJUST PLANTINGS AS REQUIRED TO AVOID CONFLICTS. 1 �,—(8) TIL COR (4) PIC PUN I I _ (2 1) VIB DIL-1 (77) THU OCC (3) QUE RUB L0 � I ' I I l � sum 25' LANDSCAPE BUFFER ° I -75' INACTIVE —25' ACTIVE : I (8) PIC ABI � I - I . I I I ( ° � I I n I I ° I I 1 ° I 0 (54) ELIO ALA ° f i q (3) GLE TRI I I I I L � (6) PIC ABI � I - o I ° � 1 � I i ° I n I ° I I (71) ELIO ALA I -- (3) GLE TRI � I (8) PIC ABI X #o I I ° I n I ° I (78) THU OCC n I ° (2) QUE RUB " I. y I I (27) SIB all. 1 ...... I i I (3) PIC PUN I I I I � I I 1 o I t, (5) TIL COR 0' O.C. YP. 40' O.C. TYP, PARKING (20) SPI ANT (57) BUX VAR GRAVEL STRIP (1 6) HEM STE (1 6) COR ZAG (16) HEM STE (16) COR ZAG (16) HEM STE REDLINE (28) JUN BLU \1_y (1) PIE MOU (8) BUX VAR (4) BUX VAR—/ /—(8) THU OCC AT 4' O.C. ENTRY ENLARGEMENT SCALE— 1 "=30' ° (10) TIL COR (67) VIB DIL 2 (ICD a ° ° (2) TIL C 0 R � --- - — --- ---- ----------------- (3) TIL COR — I (10) GLE TRI SEE ENTRY ENLARGEMENT 1 THIS SHEET PROPOSED BUILDING (83) JUN CHI (48) LIR VAR TRUCK AREA (10) QUE RUB (27) JUN BLU (13) BUX VAR (1) PIE MOU EXISTING BERM --Z ZE 0 PLANT SCHEDULE SYMBOL QTY. BOTANICAL NAME _T_ COMMON NAME SIZE REMARKS TREES GLE TRI 16 GLEDITSIA TRIACANTHOS VAR. INERMIS 'SKYLINE' SKYLINE HONEYLOCUST 2.5" CAL. PIC ABI 22 PICEA ABIES NORWAY SPRUCE 6' HT. PIC PUN 7 PICEA PUNGENS 'GLAUCA' BLUE COLORADO SPRUCE 5' HT. QUE U 15 QUERCUS RUBRA RED OAK 2.5" CAL. TIL COR 28 TILIA CORDATA 'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN 2.5" CAL. SHRUBS BUX VAR 82 BUXUS SEMPERVIRENS 'VARDAR VALLEY' VARDAR VALLEY BOXWOOD 24" SP. EUO ALA 125 EUONYMUS ALATUS WINGED EUONYMUS 4' HT. 5' O.C. TRIA. SPACING JUN CHI 83 JUNIPERUS CHINENSIS 'PFITZERIANA' PFITZER JUNIPER 4' HT. 5' O.C. JUN BLU 87 JUNIPERUS SQUAMATA 'BLUE STAR' BLUE STAR JUNIPER 15" 2 GAL. MIN. PIE MOU 2 PIERIS JAPONICA 'MOUNTAIN FIRE' MOUNTAIN FIRE PIERIS 36" HT. B&B SPI ANT 20 SPIRAEA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIRAEA 24" HT. THU OCC 163 THUJA OCCIDENTALIS 'TECHNY' TECHNY AMERICAN ARBORVITAE 4' HT. 5' O.C. TRIA. SPACING VIB DIL 1 48 VIBURNUM DILATATUM LINDEN VIBURNUM 4' HT. 5' O.C. TRIA. SPACING VIB DIL 2 67 VIBURNUM DILATATUM LINDEN VIBURNUM 24" HT. 5' O.C. TRIA. SPACING PERENNIALS, GRASSES, GROUND COVERS, AND VINES COR ZAG 32 COREPOSIS VERTICILLATA 'ZAGREB' ZAGREB COREPOSIS FULL 1 GAL. LIR VAR 48 LIRIOPE 'VARIEGATA VARIEGATED LIRIOPE FULL 15" O.C. WITH HEM STE 70 HEMORACALLIS 'STELLA—D—ORO' STELLA—D—ORO DAYLILY FULL TRIANGULAR SPACING GRAVEL FIRE ROAD LOOSEN EX 8" MIN. DE DISTANCE C OF THE RO OUTSIDE TR 2 TREE PLANTING—' DETAIL NOT TO SCALE — C REMOVE TOP 113 OF WIRE BABKET AND BURLAP. 2" SHREDDED MULCH AS SPECIFIED. DO NOT PLACE AGAINST TRUNK. SCARIFY SIDES OF TREE PIT AMMENDED BACKFILL MIX: 1 PART ORGANIC MATTER TO 3 PARTS TOPSOIL TO 3 PARTS EXCAVATED MATERIAL, PLUS FERTILIZER AND AMENDMENTS PER RECOMMENDATION OF SOILS REPORT. �--- UNDISTURBED SUBSOIL; DO NOT LOOSEN OR COMPACT. REMOVE TOP 113 OF BURLAP OR REMOVE FROM CONTAINER 2" SHREDDED BARK MULCH 3" EARTH (TOPSOIL) SAUCER FINISHED GRADE 3" DEEP TRENCH AMMENDED BACKFILL MIX PER DETAIL 1 THIS SHEET COMPACTED PLANTING SOIL `-'- UNDISTURBED SUBGRADE DO NOT COMPACT SHRUB PLANTING DETAIL NOT TO SCALE GENERAL NOTES 1. INSTALL PLANTS IN LOCATIONS SHOWN ON THE PLAN. WHEN ROCK OUTCROPPINGS ARE ENCOUNTERED SHIFTING OF LOCATIONS WIL Of O_ LLJ Z Z_ LLJ LLJ Z z LU LLJ U LU I-— S U Q FOLLOWS: L BE ALLOWED AS - UP TO 8' IN ANY DIRECTION IN THE BUFFER PLANTING ALONG THE WEST Q PROPERTY LINE. j !._ TO "�' PARALLEL TO THE ROAD FOR TREES ADJACENT TO PAVED AREAS. Z 2. FOP .ALL DISRUPTED AREAS, PROVIDE AND INSTALL TOPSOIL AND PERMANENT Q GRASS SEED TO MATCH THE SEEDING REQUIREMENTS ON DRAWING C0.2, LL 3. FOR SHRUB AND TREE PLANTING, SEE DETAILS 2 & 3 THIS SHEET. > J - 4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. z — rr PLANTING PLAN Scale: I" = 50' 0' 25' 50' 100' uj 0 ocf)(' z 0 W = V z Z —I a- CL LW - =Z� DATABASE KBO a TR W ANAL SITE PLAN R ED 061899 ::> ArEE_-'`'-J60- 5631.20 VIVIAN LLAW81 & ASSOCIATES, INC. LANDS K AwarrWTS PLNOM 2312 Park Aww. °� °°°ol ��`M° L 1.1 SITE DATA 1. TAX MAP NO.: 63 ((A)) PARCEL 86A. 2. MAGISTERIAL DISTRICT: BACK CREEK. 3. ZONING: M-2. 4. CONTRACT OWNER/DEVELOPER: HP HOOD INC. 90 EVERETT AVENUE, SUITE 200 CHELSEA, MA = 02150-2301 617-887-8450 05. SITE AREA: TOTAL SITE AREA = 83:E1 ACRES LOT 1 = 74.10 ACRES (HP HOOD, INDUSTRIAL) LOT 2 = 3.41 ACRES (INDUSTRIAL) LOT 3 = 4.25 ACRES (INDUSTRIAL) RIGHT-❑F-WAY DEDICATION = 1.46 ACRES 6. BUILDING SETBACK LIMITS: FRONT = 75.00', SIDE = 25.00', REAR = 25.00' 7. MAXIMUM FLOOR AREA RATIO (FAR): 1.0 LOT 1 FLOOR AREA = 330,000 SQ. FT., FAR = 0.10. 8, BUILDING HEIGHT = 52.00 FEET. J❑HN LEE FUNK 63-A-83 ZONED: B-3 Use: Residential 9. LOT 1 PARKING TABULATION: REQUIRED: OFFICE SPACE = 16,000 SO. FT. AT 1 SPACE/250 SQ. FT. = 64 SPACES MANUFACTURING USE: 90 EMPLOYEES AT 3 SPACES/4 4 EMPLOYEES = 68 SPACES WAREHOUSE USE: 8 EMPLOYEES AT 1 SPACE/EMPLOYEE = 8 SPACES TOTAL = 140 SPACES INCLUDING 5 HANDICAPPED SPACES PROVIDED: 140 SPACES INCLUDING 5 HANDICAPPED REFER TO SUBDIVISION PLAN PREPARED BY TRIAD ENGINEERING DATED 4/16/99. INDUSTRIAL ACCESS ROAD REFER TO PLANS PREPARED BY V,D,O,T, COORDINATE SITE WORK WITH ROAD CONSTRUCTION BY OTHERS (REFER TO DRAWING 4/C4,6) p i -f"'"s-^`YL51': E ;3 4 SCHENCK FOODS C❑,INC. I p, s I 74,- =46' CULVI ,E �3� �.' �•���; � "4'r� tea",.` � N„ 4 h 4 U.S. ROUTE 11 POSTED SPEED LIMIT 45 MPH ell THIS ACCESS NOT TO BE USED FOR CONSTRUCTION GENERAL NOTES 1. INDICATED METES AND BOUNDS, T❑P❑GRAPHIC INFORMATION REPRODUCED FROM FIELD SURVEYS BY TRIAD ENGINEERING, DATED 11/6/97 AND APRIL 16, 1999. FOR ADDITIONAL INFORMATION REFER TO DRAWING C51 2. REFER TO DRAWING CO.2 FOR EROSION AND SEDIMENTATION CONTROL, REFER TO DRAWINGS C1,1 AND C1,2, FOR COMPLETE DIMENSI❑NAL LAYOUT. REFER TO DRAWINGS C2.1 AND C2,2 FOR SITE GRADING AND DRAINAGE, 3. ALL TREES, OUTSIDE AREAS OF CONSTRUCTION ARE TO REMAIN UNDISTURBED, 4. NO ACCESS OR SITE CONSTRUCTION ACTIVITY OF ANY KIND (EXCEPTING REPIPING OF SUMP AND DEBRIS REMOVAL PER KEYNOTES #10 AND #13) IS TO OCCUR IN OR ACROSS EXISTING STREAM, FROM MAIN BUILDING SITE 5. REFER TO APPROVED SUBDIVISION PLANS FOR PROJECT PREPARED BY TRIAD ENGINEERING INC. DATED 4/16/99, 6. NO OUTDOOR STORAGE AREAS OR TRASH RECPTACLES ARE PROPOSED FOR THIS PROJECT. '10� nG i IIsV 1 GQ 1 INDUSTRIAL ACCESS ROAD, REFER TO PLANS PREPARED BY V,D.❑.T, COORDINATE SITE WORK WITH ROAD Lj CONSTRUCTION BY OTHERS. �l 2 EXISTING STRUCTURES TO REMAIN, NOTE: A PORTION OF THESE STRUCTURES ARE IDENTIFIED AS POTENTIALLY SIGNIFICANT HISTORIC RESOURCES, AND ARE NOT TO BE ALTERED IN ANY MANNER, 3 EXISTING SPRING TO REMAIN UNDISTURBED, 4 EXISTING STRUCTURE TO BE DEMOLISHED AND REMOVED (INCLUDING FOUNDATIONS) Z 5 N❑N-DESIGNATED WETLAND AREAS IDENTIFIED BY FIELD INVESTIGATION, PRIOR TO START OF WORK ON SITE, WETLAND AREAS ARE TO BE FIELD STAKED 0 (IN ON(IN CN AND CLEARLY MARKED, THESE AREAS ARE NOT TO BE DISTURBED THROUGHOUT CONSTRUCTION, Q � a o in 0 �D 0 CO 0 o 6 EXISTING STREAM TO REMAIN UNDISTURBED, a � N 7 FUTURE 60.00' RIGHT-❑F-WAY EASEMENT, Q Q Q Q 8 CLOSE EXISTING MONIT❑RING WELLS IN ACCORDANCE WITH COUNTY AND STATE REGULATIONS, FIELD VERIFY V) z V) z z z LOCATION, ¢ Q 9 LOCATE, DISINFECT AND REMOVE EXISTING SEPTIC TANK W Lo z W Lo z W L3 z W Lo z /LEACH FIELDS IN ACCORDANCE WITH LOCAL HEALTH Z N = _ _ _ DEPARTMENT REGULATIONS AND GUIDELINES, W " " " " r+ cu m 10 RELOCATE EXISTING BASEMENT SUMP DISCHARGE PIPE SO THAT IT DISCHARGES INTO DITCH AS INDICATED ON PLAN. C❑ORDINATE WITH OWNER AND TENANT. < r �� 'z V, ZONED: B-2 \N N" P� NJ,NFIT f, >} DB/PG: 746/543 0� 4 \v' " 11 REMOVE AND CLOSE EXISTING HEATING OIL' ` Use: Commercial a UNDERGROUND STORAGE TANK IN ACCORDANCE WITH W.H. EMMART & SON,INC. LOCAL STATE AND FEDERAL LAWS AND REGULATIONS, 63-A-66 N"~ "`?"'. N �� may» ,kr I ZONED: B 2c":, f = -4 ''�; I 12 REMOVE DEBRIS AND TRASH FROM EXISTING SWALE. dvayd�' -7::) Use: Commercial AND }, DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE A y .,e[^" FEDERAL LAWS AND REGULATIONS, ° _. f��'1 B.J. SAGER INC. FLEX -❑-GLASS, INC, - s 3 •fit ` ^hu ,J�r" �'.'_ :/'% " 111 p L I C g 13 REMOVE EXISTING EMPTY DRUMS AND CONTAINERS `. 63-A-87A 63-A-87 L J � L L JM ,40,15 DEBRIS AND TRASH FROM THE INTERIOR AND EXTERIOR a� E O U N O L ♦ 0 { ZONED: M-2 ZONED: M-2 �. fs tl' T' a'.3 3 ` £ J f"" N [„^ E P"•'; T � L � N f :... x -`L ❑F EXISTING BARN & SHEDS DISP❑SE IN ACCORDANCE ;t . f�f.J<a £ » _� I :s USE: COMMERCIAL 1 USE: VACANT N L L O 2 3 u t = # ""`• DB/PG: 493/708 I WITH LOCAL, STATE, & FEDERAL LAWS & REGULATIONS. _ _ _� \: 1 ',E .- Jam.»_w." s . (❑ORDINATE WITH OWNER AND TENANT, (REFER TO �— ` CULVERT CARL 5. & ANN LEE FRYE I I I r 1 s ; 163-A-82 \ . t � N ZI*ED: B-3 I z i _6-2 ,5 2 \ T❑RGERS❑N 8 Use.` Car�r�erc�al .N _ ��� p' w E 30923, COURT ALLEGHANY POWER CO 2°�6 10 1 60.00 RIGHT 1164' :k,}" �,f OF WAY L1 ' L 1 4 ' " » " , . r f (n `._ " ZONED: M-2 _• ,"" } f cn BUILDING ELEVATIONS FOR LOCATION. REF TO EXTERIOR z f w 1 SIGNAGE SPECIFICATION 10425 DRAWING # 8318. - USE: COMMERCIAL 2 3 t h DB/PG: 746/543Lu Of cn o t4 !` - N43 S9'41` 17 ILLUMINATED MONUMENT SIGN, REFER EXTERIOR SIGNAGE r 10 7,Qa-µ BUILDI.N.��.. E = Z r - SETBACK 767.62' SPECIFICATIONS 10425 DRAWING #28321, REFER TO N o f tfFl C. '- 7 1/A1,13 F❑R MASONRY SIGN DETAILS, (D WILLIAM E. & LINDA L. BR❑Y 25.00' .t, �� 5.00' BUI Z }t BUILDING SE TBq CK BUILDING 2Y25 — 63-A-84 Z y 00 J 2 18 N❑N-ILLUMINATED DIRECTI❑NAL SIGN, REFER TO w FUTURE FCSA 30' WATER-� SETBACK, . ZONED: B-3 I I a 3 2 EXTERIOR SIGNAGE SPECIFICATION 10425, DRAWING Zco Use: Residential AND SEWER EASEMENT I\ I 1 I 10 TEMP, C❑NST. ESM T 5 I #28324, L E cn 10,00 SIGNAGE. ry 13 Z w o 0 SETBACK 20' FCSA WATER EASEMENT oo-�- � w W L s''. i\; �, 19 N❑N-ILLUMINATED LETTER SIGN ❑N BUILDING AT d LLJ PROPERTY LINE £ �� 17 o ENTRANCE. REFER TO EXTERIOR SIGNAGE SPECIFICATIONS "' o c ' 3 14 I 61A 75' °, \}'�\v w 10425, DRAWING #28323, wo 7 N34°42'58'E \ j ~ 60.00' FUTURE RIGHT OF WAY EASEMENT. PRIOR TO ANY PI ITI IRP v IRT1i\/TCTnm nP PARf n �.'� - G—AAA TWP KEYNOTE #2), W u cu S s o aa, o u c� 14 DRIVE CONNECTION PER V,D,O,T, REQUIREMENTS, ° 3 C L. 0 0 " Vl s u i s O O i to :3 3 3 N 6 0 i 6U i Q L i �,: Q ..-. O O C,d O 0 7 <+ of 15 REFER TO DRAWING LLI FOR LANDSCAPING THIS AREA, Li u z:i 4- +p O O L- o 16 ILLUMINATED BUILDING SIGN REFER TO 'A' DRAWINGS =fZ .1 i "�...,.. ry \ \ ._.._..... Lll1J 11IVU Uf'1J L1IVC YJ // /n jir Y.3 L h Y si ito µph ^^.."......,..�./ .AS' • • f h 15 LANDSCAPE BUFFER 18 9..:#;= �- .:,=: »_.._......>... ........ EXISTING WATER MAIN O I I S {. F . .f ., <. PER COUNTY J z fz f:..., `..`..... �� 1. - s� . : ;' w�fw�- THE RRIS CO _ REQUIREMENTS Y I , . s� FUTURE 20' FCSA HENKLE HA : m 4 b 1 y;. 't'twx r r h .,, a _� EXISTING POWER POLE Q r SAN SEWER ESM T __ _ 0 ION �s "�.� EXISTING SPOT ELEVATION 15 FUTURE T �-�� — —SAN— PROPOSED CONTOUR SANITARY SEWER ••- I ZONED: M-2 W ( EXPANSION FUTURE 75.00 � ,:, — _ - USE: INDUSTRIAL E BUILDING SETBACK DB/PG: 670/332 P PR❑P❑SED PROCESS SEWER I£I, '`', 6 PROPOSED STORM SEWER o 19 I�ol �}t 4 5 � — � W PROPOSED WATER MAIN —G PROPOSED GAS LINE }, " —w2OE PROPOSE ELECTRIC N• , • � ���ay� �� D OVERHEAD b UE PROPOSED UNDERGROUND ELECTRIC —735— PROPOSED CONTOUR ELEVATION J,S, C❑❑LEY735,00 PROPOSED SPOT ELEVATION C/❑ MARSHALL NATIONAL BANK I I 20,00' GRAVEL \� 75-A-91A PROPOSED FIRE HYDRANT ZONED: B-3 I ` r : FIRE R❑AD►y� Y PROPOSED GATE VALVE WITH USE: SINGLE FAMILY POST INDICATOR FCSA WATER `' 11 PROPOSED BUILDING FUTURE `` `,' _ ® PROPOSED GATE VALVE WITH I5 - EASEMENT (REFER I EXPANSION \ / BOX TO GRADE X ,NV, I mmf0�" 2 PROPOSED T TO 2/C4,6) I ( £ .;..707, '�, / . 00 =;} P4� LIGHT POLE 1NV. 0 �` �`� � PROPOSED MANHOLE, IN T, DRAINAGE STRUCTURE LE E/ �• WASTEWATER V. PRETREATMENT TRUCK FUELING I — — — 25,00' BUILDING ,, — — — REFER TO DRAWING -,.,J � �� �;, ;� PROPOSED CONCRETE WALK/ISLAND HOLD THIS AREA SETBACK 0 PROPOSED CONCRETE PAVEMENT COMPACTOR 70. PROPOSED ASPHALT P 1 I V 1 =694 A L PAVEMENT DOCKS DOCKS 16 't `' """ "N ® PROPOSED PERIMETER AGGREGATE I :.::... ...». ^. .N I yS i 4 7 1� Al PROPOSED GRAVEL ROAD • n' \���� �L PROPOSED RIPRAP/CHANNEL II I I L �jj_ PROTECTION II FUTURE EXPANSION FENCING REFER 12 PROPERTY LINE INFORMATION F TO DRAWING ROM TRIAD ENGINEERING TRUCK YARD C1,2 PLAT OF NA❑MI POOLE ADAMS ESTATE DATED 11-6-97, • 20.00 GRAVEL / ( I ACCESS ROAD ca I p,- 15 CIO/ 15 J❑HN C AND FRANCIS RUSSEL 15 f 63 A 116 (PART) //� / I L l ' — • — / �� % ZONED: M-2 .1V �: _NM USE: VACANT 75,00 BUILDING 75,00 BUILDING 0Ira / :gi iG •f _ 5'-''*y.i; +..i. ,b£.1 - -- SETBACK -- -- -- _- -- L=306,03 - SETBACK - - �` 1 ARC v=470.99' � R=23106.32 S34°2310 "'W3 301,82 R-23126,3 S37003'05'W 1098,84' � ✓ ti 3 APPROXIMATE 8� LOCATION t .... .. �.::, ., .w....__... ...,M. __::.._........_..:...._,w.,...... ..... , .:.»: .., ,.,. 5 :K f ....... .. ..... .... .. ......... ...... ..... ................--.....».»»»»., .... .... .... .............. .. ..,... r t x , n,:1 ....... ..., : _ f }.y� ,f_..... ». INTERSTATE 81 731J1 P't J � OVERALL SITE PLAN �A 1=W0.00 SITE PLAN Eu DXf L-L01 2 WORKING DAYS BEFORE YOU DIG CALL MISS UTILITY: 1-800-257-7777 APPROVED BY ZONING ADMINISTRATOR: DATE: z 9 9 SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL LINE TABLE LINE LENGTH BEARING L1 29.46 N34°42'53'E L2 45.45 N33008'27'E L3 15.78 N57°38'40'W L4 37.32 N55°36'28W L5 56.43 S49°34'03'E //-TO I-66 VICINITY MAP NOT TO SCALE x U �- o m O ui cn Q �z::; x , v >�N 3 of mzM 3 Q Lu-7; 3 >10 WNEW ~a JSEEM ammoZ VSEEN a0 LIL W zMENS a > J CL J W W loom Q J .j O CO) Lu 4C 0 W z cc = 30 z O aW sz3 DATABASE 5631100s.DWG BSUP DRAWN CADD CHECKED SAJ Q. C. REVIEW SAJ DRAWING DATE 041999 DATE JOB NUMBER 5631.20 PRINT DATE Cool '� . SEDI ,iENTATION AND EROSION CONTROL NOTES • 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL 9. THE CONTRACTOR SHAWL INSPECT ALL EROSION CONTROL MEASURES EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED WEEKLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT, ANY AND MAINTAINED ACC-❑RDING T❑ MINIMUM STANDARDS & SPECIFICATIONS NECESSARY REPAIRS CR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. AND VIRGINIA REGULATIONS 4VAC50-30 EROSION AND SEDIMENT CONTROL. PRIOR T❑ CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE 10, MAINTAIN EROSION ANi SEDIMENTATION C❑NTR❑L MEASURES IN EFFECT FOR OBTAINING A COPY ❑F HANDBOOK & REGULATIONS. UNTIL PERMANENT IMPROVEMENTS ARE CONSTRUCTED AND SUFFICIENT VEGETATIVE COVER HAS BEEN ESTABLISHED TO PREVENT EROSION. 2. THE PLAN APPROVING AUTH❑RITY MUST BE NOTIFIED ❑NE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ❑NE WEEK PRIOR T❑ THE 11. PROVIDE 6' ❑F T❑PSC�IL F❑R ALL AREAS NOT T❑ BE COVERED WITH COMMENCEMENT ❑F LAND DISTURBING ACTIVITY, AND ❑NE WEEK PRIOR SUBSEQUENT IMPROVEMENTS. (SUPPLEMENT ❑N SITE STOCKPILED T❑ THE FINAL INSPECTION, TOPSOIL WITH T❑PS❑IL IMPORTED FROM ❑FFSITE AS/IF REQUIRED. LIME, FERTIL IZE, SEET AND MULCH PER APPLICABLE REQUIREMENTS 3. ALL EROSION AND SEDIMENTATION CONTROL MEASURES ARE T❑ BE ❑F V,D,❑,T. SECTION 603 AND THE VIRGINIA EROSION AND SEDIMENT PLACED PRIOR TO ❑R AS THE FIRST STEP IN CLEARING. C❑NTR❑L HANDBOOK. REFER TO SEEDING REQUIREMENTS THIS DRAWING, PROVIDE TEMPORARY SEEDING AS REQUIRED. 4. A C❑PY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE MAINTAINED ❑N THE SITE AT ALL TIMES. 5. PRIOR T❑ COMMENCING LAND DISTURBING ACTIVITIES IN ANY AREAS OTHER THAN INDICATED ❑N THESE PLANS (INCLUDING, BUT N❑T LIMITED TO OFF -SITE BORROW ❑R WASTE AREAS, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER F❑R REVIEW AND APPROVAL BY THE PLAN APPROVING AUTH❑RITY. INDUSTRIAL ACCESS R❑AD, REFER TO PLANS PREPARED �0 ,, s;,{ 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY BY V,D.0,T, \ \4 q ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT , ; ; , �" ,� t '" EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN >,---- ,k 16.1 AC ,t= � APPROVING AUTHORITY. ,> N N :}' #) krA 3(}£}(}£} NN'•'F' , ,- - " 'fir, 7. ALL DISTURBED AREAS ARE T❑ DRAIN T❑ APPR❑VED SEDIMENT CONTROL n' .. _, MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND `; ���r-"-,p��rrp- - N f DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.°°"u '` M`` "" r N,,N'� / 1 ✓ 5 :: SEEDING REQUIREMENTS A. PROVIDE TEMP[C�RARY SEEDING PER THE REQUIREMENTS ❑F THE VIRGIN�9A EROSION AND SEDIMENT CONTROL HANDBOOK. j 1. SELECT SEED TYPE AND RATE IN ACCORDANCE WITH TABLES FOR PLANTING DATES & REGION. B. PERMANENT SEEDING 1. KENTUCKY� 31 FESCUE - 128 LBS/ACRE 2. RED TOP GRASS - 2 LBS/ACRE 3. SEASONAL NURSE CROP - 20 LBS/ACRE (SELECT TYPE OF NURSE CRAP IN ACCORDANCE WITH ESTABLISHED SEEDING DATES) 6' C L �� kl-F " p - --- .�.�.' ' 6 �; Rid= 7 2 , '' fyr £N.E,:,,.iu3 47 i , f, ii.,f r � 4 a d dy DD i 5 Ir J t �_ fI f £ q Y` ;, s�2}'.ZS f 3 % S i-,33 f Y s 'T'. .,, A `.,9,", 4) PROJECT SITE 37 11 / 81 /�T� I-66 VICINITY MAP NOT TO SCALE DESCRIPTION EROSION HAZARD 7C CARB❑ ❑AKLET R❑CK OUTCROP (SEVERE) ",,, 8C CHILH❑WIE SILTY CLAY L❑AM (M❑DERATE) '!q 6C CARB❑ OAKLET SILT L❑AMS (SEVERE) 14B FREDERICK-P❑PLIMENTO LOAM 2-7% SLOPE (M❑DERATE) 41C FREDERICK-POPLIMENT❑ LOAM 7-15% SLOPE (SEVERE) 9B CLEARBR❑❑K CHANNERY SILT LOAM (MODERATE) �." 34 PAGEBR❑CK SILT L❑AM (SLIGHT) " 8B CHILH❑WIE SILTY CLAY L❑AM (MODERATE) G7 Z 0 > _ _ cj LEGEND � �,�0 p co M %C SOIL TYPE Q a o o X X SF SILT FENCE � = � a a a DD TEMPORARY DIVERSION DIKE � � � � � IP STORM DRAIN INLET PROTECTION � z X z x z a.¢ a w � w SB TEMPORARY SEDIMENT BASIN W W W o CIP CULVERT INLET PROTECTION Q Q Q W U U U - ❑P OUTLET PROTECTION ._ SAF SAFETY FENCEv;,a�ti` ,�� r \ 3s' is N r r` � V p p' ' w t '. ; + . ' 3 x"3 £ : ., f �� 4 ��d 8, DURING DEWATERING OPERATIONS WATER WILL BE PUMPED INTO AN �pl N pp, �I P�,, _,;j _ - - 8 RR RIPRAP '� �- -_I �t ^ NN �rN µ" NOTE: ADJUST LOCATI❑N(S) , o o to APPR❑VED FILTERING DEVICE. , �E 11 �". ❑F TEMP❑RARYCONSTRUCTI❑N _ : x '�F g. R�� w r.' ENTRANCES AS REQUIRED T❑ ". fa i CE TEMPORARY C❑NSTRUCTI❑N ENTRANCE c1, w:' � r: p:N_ spy FACILITATE SIT "r o. N f �� r E fi N N�<'`") H W A K {J " ACCESS WIT SHRAC � y _�-� f,NNN,d �< �:r »_ s'g .; AND R❑AD C❑NSTR:UCTIIIN I ».._ s ,, : ;. _ CRS (❑NSTRUCTI❑N R❑AD STABILIZATION°� �� �,rr p, N'" 'J ' v r"{'' rn.✓r/ "' `" �, ,,<r „ �.„ ' .:.::».....,,,»,,."..,.w,.,.»:'.::.»x:,,r.__J . %il iZ 1-�- y»»,... 0 ,, M ; r 3 y RS £ �rr ,_: :r/,N t , # 5::, ,N. d I S " 0 ,,ir. ,r' i N --a -'- O r , �, ,».,..»:.,,X r ,» VI 3 i V / J❑HN LEE FUNK X � .e __" - "" i J 6 i i :- ° yrN"", „N„"'F V �i � W � '���' ��5 ,.e•°""'" '� �5�: r' .{ ^,• , � o � � E s o °i n .rN '£,,<.; ur, ` ,g y,,.. '',,,.,,:p ;, ,Y2; f :.;; 3 } "x� _ 7 i g 'k £ . f r" a s '; r ,, "• Z N V O ZONED B-3 f%NN'N;NNp rryrNp� r� - :;' t, z I ,`�` r� o Use Res�dent�al`Y� �� CE I5 S� 4 ,,,rd" �N,r "rN' -- /' r''N"' 14 `i /, N ,,,r f Nam, p; N," �"" ,,, C L U E N- (IN D N t i NN.•✓` WASHRACK) ; ' , `� CARL & ANN LEE FR1E I ty i 3 ... f A�, `63-A-82 . I Y=; pia `:.: :.i h ,£ •3•, `.'.. £" £ x r .:.,. j - - -� o d o - 1 YY t ' r��` b , w'�Li ..: ,t5 ,{'E : x' � u, v-i In n StT ; i ',* , �! 55 M,N ,,,N° < ' 3 X I " 5 k'4 G, }` � , I 4 i � i i i � N - j .� '' L'; d ..: 's;.. .. .... •\. , _ `t, N - a V 'i�,,, � ,z f # j -..# I I y'�i +...U:,.... 01 E;\�T ! O 4 O N O V i i � 1 \ ? ^ ✓,, .� '•i� ' . „ ,,' _ ;p FP: 4'"'''l° i s f.,.. %..k .. - 0, Q7 +` +' 3 i O O U LJ 7 a o o O. x 2 � ZCNED� B-3 t N46° o o o o a r., 9 ...+++���5 J y1�7 N N' __ . _, ; t � U coal }= 6At ; 09 se Cor�r�er -. ;t \ 3 :; 3, , r ' > rN t \ , ;< . 4 , .� _r n 26' 2 , %C ":.,,, 64 w' r.:.}% µ.ow:.✓^.."r"".,.,�"ti, �� 'y", y :.r , : .. 1, S( 1 2 , ), 3, t f .:: ' N 3 ,: .iN .ram' N .. < 333 1 ' L 8 .1 : -Y ' _ ,' . r� cn », . , 1 £ f ; £ ; .; £ i I w _, w. o ,,, I { z ; i 3 cn f PR.TOR T❑ ACCESS R❑AD CONSTRUCTION »` .. I w ...� r F N 3 4 °S ., 9 A �, M X S T £ ......1 µ _. F ... ' _ _ E--r= " z __1 GRADE T l,r" EET E I ING IN THIS £ \r p CRS c� - AREA �: \ r EXIS:fiNG £��p{rµ~� » , WILLIAM E. & LINDA L. BROY L ' - R� AN ;� a z 63-A-84 ., 1i,. D f . . w �yy i3; �` s k'> �., s I; 1 UNDISTURBE 6 w ZONED B-3 FUTURE FCSA 30 WATER czn .. I " µ Use. Residential AND SEWER EASEMENT - 10 TEMP. C❑NST, ESM T - :. I 3 , k (INCLUDE _w . \a I , . '^ Z ! i ' v \° If \�i ` WASHRACK) ;At ,.rlo LIMITS Of- - ... w `) o t z o }} 20' FCSA WATER EASEMENT oo -,\ �f-, CONSTRUCTION " / . ' • ' a CE _ : ti SF v� l � ; rn o ,' \ � ` � SF 61 7 D c 4. 5' m :,. w 3 °42'58 E - .... ' ' v w 34 N ," " . , , .. O r � F - O 3 4a _. a Q - �� .. ! � �, �,�;i�. N DESIGNATED WETLAND f z N < 733 = ,!:.:, f 2 r : AREA IDENTIFIED BY FIELD z 3 i. �, ` C a ��� 3 _ _ r.--a - \\ µ INVESTIGATION, REFER T❑ : d ,�: RR °2; DRAWING CO1 20 FCSA SAN SEWER EASEMENT . ; \ =rr s ::V,.1." k EXISTINGCITY 20' 10' TEMP. CONST, EASEMENT 17.7 AC 2.39 AC GRASS .�. SB 0.85 AC PUMT I' CIP IP �a SAF f ' ' OP SAN SEWER EASEMENT ,r I P D S F 72 -,.-: m ,, ,;�' 3 4' . _... , ... . 0.05 AC BLDG N C. " p` L ER❑SI❑ ' 3.29 AC TOTAL£ AREA } r \ z' f . 1)< 6 C »m _ r' A '` : " kb : 1 j �► N •o 8 � e� v 1 „ • „ " ,4 r " �� n » _„ I:� F X 747 $ S'�- :?t}:3 +r• n „ '-.,, ":, ' €. u. , a ` �, fs a µ �. } M x R -; r s� �w e E 20' CLTY EXISTING STREAM SF S ESM T. ' , ._ F „ ww, , :'.:, A '- I '. 74�J N ».,»�,.. i - ' . •T � UNDISTURBED , _..... I� D :: , , » w „ »_ 752 . . ». ,y.. --- " r , Z-X. X ' 3 85 AC ..GRASS X »:. : t . 754 _' ..:..:.: ;# - -q , , X ,�„s . , , 0.15 AC PUMT N . , 4 00 M , : r s \ i . - _, w 'A , ' / is 756.00 M S F �:, . C I :.. 8.58 AC.. GRASS - - P _ , i ,s 21.8 AC CONSTRUCTION `� ... ,....„ F,,: __. 2. 01 A C P VM:T ; 4 I wet :. » » k 1. �,:":\�' p , .. SF fi \ . '\ 3.99 AC BLDG .., ",.: h 1 ' 14.58' AC T❑TA x I �.±� f . f " a C. ., `„ __ . 1 .....:. , 1 ,' � T P I �...M .:: ❑ S❑I k ; -- I \x _ wr L ST PIL = _ M S F'. f E if a+» f x. sl 1 ,.. °" l y' i \ R ps f �gi 11 A C �� ` o 16.5 AC M3 x �:. p.,,' k u Z k 1 „ S F �` 111;v � • SF �; „ ;. , . - .. l N FINISH FL❑❑R 752�.67-1 1 f - - - 6.80 AC°<, GRASS - ---- -- -- '` ; T _�� 5.27 AC PUMT . , X } r ^: : .. j / 3f{ , t » d 1,03 AC . SF $$ \' ' r 4(f 3.87 AG BLDG pr f - r ,AC; s . ,, f J ■ ■ , �B -}. 1 , r " k . 6, X 15,9.4- AC TOTAL - £ ,� N, .: _..,, : f ,.'' �. � � '��.,�; Nip I 1 / F. f : .,. ... ,: / , N , , r t A o „» : _.r r�'�e . , f - D& �, d p£ '.. , .. � X � �i.0'� AC .BLD �;�, „ :_ ; _Y/ , ..." X »_ /� : 7 » »... r 11 _ .3 AC TOTAL V mm �� t N i ": r- n P % X i,. „ f '..:,'. 'tom .: •:.. , - x X 747 a t' : I - �'; r.a , ERTY LINE INFORMATION FROM TRIAD ENGINEERING �.`.. .. " 47 PL OF: NA❑MI P - \ `�' 0 ❑ E D Z ! f SF - ' ' ' AT L A AMS ESTATE DATED 11 6 97. Q 1 IP DD »._. O r » M y -�-x- SF X N _ J »:_. _::..:::. :.....,.n »:: ». ".. a _.. � I P »» � D D _... IP f 74 a »-»"` t ».:: N , : 739 D D .� : '»' 737 ;<y r r N, _,,. / £ k _ » �,.� "":...,.... w... .�' i� f ;'.f // " : :.: Q •4. 3 s N 7 ' ti �, r // i , r , . , n ✓ n , '; :;Y : ...,...... M. . w £ �,; � RR 6C LINE TABLE LINE LENGTH BEARING Ll 29.46 N34°42'53'E L2 45.45 N33°08'27'E L3 15.78 N57°38'40''W L4 37.32 N55°36'28"W L5 56.43 S49°34'03"E Q N V a v Z W LL M a > o W y � w {. ' Sri / r£, f £Y ,, � '3"' ,, ;x� z } .'w, a n ». X ��X off,• , < 3 `;.. : i t �� v �ky 82 RJ R 23106.3 4 23 03 W. 301 y 23126.32 ,, S37 03 05 W 1098.84 f yy i .. ... ... w 0.6 4 A C .. "».. _ w _ Yrr Y i SF »..: w. f k ................ . O . s m_.... . ..... ...... . - . ,, . », .:...»..."»..... .... ...... _ __..... ......._ » » »»..» ,.»»..»: , . !:".. _ _._�».�m..... _ _ ... » ....I....._.. . ......_ ..... » , - .....' . ......... » , » » _ M _... M <} ». ::.. r w M ., w. . w _.v...»_ __.._. _».. r f r.. w.» oC W , r� / .: .. a r.,, ✓. ::. , .. .,,S,M . INT R TA . R T ❑SI , :: "t' . S TE 81 k C I ICAL ON :}w jj . , .. , , , , , . _ - # < .� < .: : .. . . .. . :. ... ... "tip .}^ 'Fs SE : - r �S , A». » , , 563110 f£ J. REA s'• k w.. • .t N`�' DATA A �r B DWG r, . x `S t ,». v., , : .. , / ' BSUP # 'i i r° » M .», ,r t-r DRAWN M. !f f £ t L w } , f, .,. .., ,L . f , ' , ». i .. ».,»,..,_».»..... f k »i w :......w..,,- .'. I DR Q C R V E IEW ? t, } :. ; f,..' . _ ... , ., t _ :''� n ,... , ADATE 041999 :� ». .. : , .. , zJ a NUMBUER 5631.20 . EROSION AND SEDIMENTATION CONTROL PLAN ' , , . -- . PRINT DATE __., r---------------------------------------- ENERAL NOTES C5 I 8.005.00' I J 5.00' 8.009.00'9.00'9.00'9.00' 1 1. DIMENSIONAL LAYOUT AS SHOWN IS FROM EDGE OF PAVEMENT, FACE OF w Q 20 00 PRECAST CONCRETE I CURB, FOUNDATION WALL OR OTHER FIXED PINT. PARKING BLOCK (TYP) 1 60.00' FUTURE RIGHT OF WAY EASEMENT. PRIOR TO 2. V.D.O.T., WHERE NOTED REFERS TO THE COMMONWEALTH OF VIRGINIA, DRIVE CONNECTION PER I I ANY FUTURE SUBDIVISION OF PARCEL 63-A-86A, THE DEPARTMENT OF TRANSPORTATION, ROAD AND BRIDGE SPECIFICATIONS, V.D.0.T. REQUIREMENTS INDUSTRIAL ACCES ROAD REFER I � I PROPOSED FUTURE 60.00' RIGHT OF WAY EASEMENT OR LATEST EDITION. 25.00' (REFER TO DRAWING TO PLANS PREPARED BY V.D.❑.T. 1 0 &I Jf�_ WALK FLUSH WITH I AN APPROPRIATE ALTERNATIVE ALIGNMENT SHALL BE N �- �-- �- PAVEMENT (TYPICAL)1 CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK 3, REFER TO DRAWING C4.5 FOR CONCRETE PAVEMENT JOINTING. BUILDING 4/C4.6) COORDINATE SITE WORK WITH I I (SETBACK ROAD CONSTRUCTION BY OTHERS I o o I COUNTY FOR ACCEPTANCE INTO THE VIRGINIA DEPARTMENT I I OF TRANSPORTATION ROAD SYSTEM 4. MINIMUM RADIUS ON CURVES, ISLANDS IS 5.00' UNLESS OTHERWISE NOTED I OR CONTROLLED BY DIMENSIONAL LAYOUT. 40 ; HANDICAPPED PARKING N ! I I PROVIDE MARKING AND SIGNAGE I w .z lo,00' SIGNAGE PER LOCAL REQUIREMENTS" � � I� I SETBACK CENTER ISLAND L_ ---------------------------- .I IN 45.00' DRIVE £ I 45.00' - V N34°42'58'E� __ 614.75_CD DRI E w wLj r 5CD _ - o o r+ € € o CD -y ti FUTURE 75.00' - - 25°14' S7BUILDING SETBACK - - - 5 GUARDHOUSE II (- AND ISLAND KEYNOTES w w w w P.I. 42 REFER TO `A` �Lj DRAWINGS _.. - • - • - • - • 1 FOUNDATION C❑RNER. N \ \ > U U U U O \ R=100.00' '�. .-.-•-•-• .-. o 2 EDGE OF PAVEMENT. 378.00' 266.02' YE'= `O oo 9.0 0' 9.0 0' \ M 10 108.00 108.00 3 INSIDE FACE OF CURB. ���•� Z 8�3� Ln (TYP AT 2 8 CD 25.00' 8 29 LOCATIONS) o I 4 FUTURE EXPANSION. o � w BUILDING R-1500' cu DEPRESS CURB r c T❑ 3 HEIGHT SETBACK ° r 5 3.00' EARTH BERM. IICD9 36 58 T07 AT FIRE ROAD c• 9.00' \ 6 27.00' DRIVE TYPICAL EACH END. J Q II 9.00 9.00 25.00 9.oa ,#= f.; o � � g 72.00' 63.00' _ DRIVE 00 44 . P.I. PARKING AISLE 7 NON CLIMBABLE CONCRETE CURB, PER 7/C4.1. R=5.00' o AND FIRE ROAD nj I CD 8 VERTICAL CURB PER 8/C4.1. 00 5 S 1 2 �, Vl 4 3 30CD -.00' 31.00' l I `. (L 20.00' GRAVEL " J i i i Z 6 4 9 INTEGRAL CURB PER 5/C4.1. - U _ o Qo�o� . i I24,00 27 00, FIRE R❑AD II 38 TYP • R=100.00' DRIVE 135,00 34.00 20.00' 25.00 N d 3 o0 8 DRIVE 8 o LJ o10 STOP CURB AT SHOULDER TYP EACH SIDE. _ � _ 6�' H N 7 Q to QP.I. ����o� ��� ��o��o 1i = �� i t .� i i Q7 N J R=30.00' ���� 11 CENTERLINE RADIUS 50.00' s .. _ .. 5.00 2 R = 100.00'. 3a��.- cc, V �D 39 1 _sco�oV V P.I. 17 WALK 2S 26 25 17 WALK 25 17 35°50'16' - - a i £ N II I c O U O O N O 0 7 4. LU Z i 4- +' 0 0 l7 0 • 0 26 13 BEGIN INTEGRAL CURB. o 28.00 � 10.00' 25 1 44°56'40' o WALKO CURB, 5 1 0 34 79.24' 213.36' 11 14 END INTEGRAL P. W 0 15 BEGIN N❑N-CLIMBABLE CURB, R=30.00�/ O 4 0 P.I. n P.I. w 25 PATIO .� - 60.0 \ 16 END N❑N-CLIMBABLE CURB. z co 0 30.00'* � N 5 11 4 v 17 WALK FLUSH WITH PAVEMENT REFER TO DRAWING C2.1. C4.1 I Z I I U I I 27 1 z 18 5.00' RADIUS TYPICAL EACH END OF ISLAND. w co P. I. = w, , , M Ln 11 z to 27n�� _ , . P.I.: .. .;: R-100.00 0 ,;;::. 19 60.00 RADIUS TYPICAL EACH END OF ISLAND. z F- N E II 0 o a 1 �;, 7 0 Ln 0 0 . ..... ........................... 27 20 10.00 WALK. 2 2 7 4 � w n 2 4 In _ p cr � U C 83.00' 132.00' 10.00' x 5' THICK PLAIN CONCRETE WALK ON 4' SUBBASE. w o c 21 v w o w PROVIDE TOOLED JOINTS AT -0 O.C. EACH WAY, N U) •...- w. 1 D4" w ��� �a 27 I I o ac 22 6' HIGH INTEGRAL CURB ON WALK SIMILAR T❑ 5/C4.1. > N 3 �� 11 W (PAVEMENT AND RECEIVING ROOM SIDE ONLY). Of (n z 3 X z Q �U� 3 C4.1 o N., 1 2 = 23 R = 55.00'. II , I 36.00' " `.' `-• 94.00'� 40.00'* F- 1 PROPOSED BUILDING 24 CONCRETE ISLAND PER 13/C4.3, 20.00 43 13 1 25 REFER TO 'A' SERIES DRAWINGS FOR WALK JOINTING AND RELATED DETAILS. 27 0 26 STAIRS, REFER TO A DRAWINGS. 25.00' 0 41 0 BUILDING ` 19 18 0 5.00 1 1 1 1 27 CONCRETE PAD AT DOOR REFER TO 'A' DRAWINGS. SETBACK � o 309.00' DRAINS, PIPE I I 0 20 79.00' 350.50' 97.50'w 44.00'* 28 CONDENSER PLATFORM AND CONCRETE PAD, REFER TO 'S' DRAWINGS. .17 GUARDS AND 00 �20.00'* A FUEL TANK I I I 5 13 37 0 �K 29 PROVIDE CURB C❑NTINU❑US ACROSS BACK OF PARKING. STOP REFER T❑ I 0 9 1 00 - C 20.00' GRAVEL CURBED ISLAND 2.00' SHORT AND PR❑VIDE 6' PLAIN CONCRETE, DRAWINGS ui 20 22 ° 4 FIRE ROAD I 2'-0' WIDE FOR DRAINAGE. REFER TO DRAWING C2.1. C2.1 C3.1 AND 9 C4.5 I I _ 21 4 30 ASPHALT PAVEMENT SIMILAR TO 1/C4.1. PROVIDE 7` 37 26 BITUMINOUS BASE COURSE. o 27 209.00" (19 11.00' SPACES) • I I I o I 12.00' DRIVE - 15 31 GUARDRAIL PER 14/C4,3, SET FACE AT 1'-6` IN FROM EDGE OF � CENTERED ON 7 PAVEMENT. COORDINATE INSTALLATION WITH UTILITY W❑RK DOOR REFER 'A' 33 0 26 R=25.00' INDICATED ON DRAWING C3.1. w 0 5 P. I DRAWINGS o 5 C 20.00' 32 GUARDRAIL END TERMINAL PER 14/C4.3. FOUNDATION cu I o .. 1 0o DRIVE CORNER 4 1 27 27 26 00 26 16 3 o M 33 CURB/WALL AND EMBEDDED METAL F❑R COMPACTOR INSTALLATION. 1 2 8 I o .-, I REFER TO 5/C4.4. . I o n - 00 P. 34 4'-0' PERIMETER AGGREGATE THIS AREA SIMILAR TO 11/C4.1. I 5 00 R=10.00' - I 30 i R=50.00'-� 35 GRAVEL AREA SIMILAR TO ll/C4.1, INCLUDING BENEATH 35 14 4 0 4 �R=10.00' 2 ,� o o o R=15.00' o C❑NDENS❑R PLATFORM. o 0 0 o w �j 12 32 _ co 0 0 0 4 5 PAINTED LINE Q M 16 36 PRIOR TO ISLAND INSTALLATION VERIFY TANK FOUNDATION �;' 2 (TYPICAL) _ - - o 5 5 .00' CONSTRUCTION. I I I P.I.CD • 1S �R=25.00' 0 7 J 37 DEPRESS CURB TO V HIGH AT 10.00' WALK, REFER TO I cu 3 �► DRAWING C2.1. N 7 > 35 146,29' 118.71' 30.00'DRIVE CTYP> 3 15.00' v 5 � ¢ 38 PRECAST PARKING BLOCK PER 3/C4.6 PIN T❑ ASPHALT WITH %' 31 `r P.I. P I 156.00' `� w PARKING FACE AT 2.00' FROM EDGE ❑F 8.00' WALK. J a I o 3 0 7 2 R=15.00' o bj 39 TAPER CURB TO FLUSH WITH BACK ❑F WALK. - R=15.00 Ln 15 w I Z o / / / 36.00 31 32 cl 15.00 0 u z - Lu Ln P.I. - Q 40 MONUMENT SIGN, REFER TO DRAWING CO.1. FIELD VERIFY LOCATION EDGE OF o0 3 5 TO CLEAR WATER EASEMENT AND 10.00' SIGNAGE SETBACK, J Q / PAINTED LINE PAVEMENT (TYPICAL) 7 d- a UL / I I 41 NITROGEN TANK AND PAD. (REFER TO S, DRAWINGS FOR PAD) > 16 PROVIDE 6'-0' HIGH CHAINLINK FENCE W/ 6'-0' SINGLE LEAF Z STRIPE AT 20 EQUAL SPACES STRIPE AT 14 EQUAL SPA PAINTED LINE GATE AS DIRECTED BY OWNER. (REFER TO DRAWING C1.2 FOR W .. 90 0 0 (TYPICAL) FENCING REQUIREMENTS) J 7 330,00' 210.00' 409.00' 5.00' 286.00' (26 11.00' SPACES) 75.0034.00' .EDGE ❑F . VERIFY ISLAND 3 . FOUNDATION 2 CORNER PAVEMENT L❑CATI❑N WITH 75.00' BUILDING 3 FIRE MAIN, PIV SETBACK I PROPERTY CORNER LOCATION, DWG 9000'0' 3.1 L=306.03' >.� -- -- -- ,• -�- No/ °03'05'W -- -- -- -- -- 1098.84' -- -- -- -- -- -- R=23106.32 -- v11> s SITE DEVELOPMENT PLAN ^= 50.00' APPROVED BY ZONING ADMINISTRATOR: DATE: 3hcvs� SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL a � W Lu 42 END OF ISLAND, REFER TO 'A' DRAWINGS. ..J 43 ESTABLISH FACE OF CURB AT 1'-6' EAST OF RECEIVING DOOR, 0 -, co ca VERIFY DOOR L❑CATI❑N WITH 'A' DRAWINGS. O W W 0 W = x W '= Z V� a Lu = - 3 Z DATABASE 563120SJ.DWG BSUP DRAWN CADD CHECKED SAJ 0. C. REVIEW SAJ DRAWING 041999 DATE JOB 5631.20 NUMBER PRINT DATE 41, U C3 97 r 0 z I GC c O W W cc 4.0 z J V a w �• — � II \ �• III, . FUTURE 75.00 \ BUILDING SETBACK I i 60.00' FUTURE RIGHT OF WAY EASEMENT. PRIOR TO I I ANY FUTURE SUBDIVISION OF PARCEL 63-A-86A, THE PROPOSED FUTURE 60.00' RIGHT OF WAY EASEMENT OR I I • AN APPROPRIATE ALTERNATIVE ALIGNMENT SHALL BE CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK I �� • COUNTY FOR ACCEPTANCE INTO THE VIRGINIA DEPARTMENT o \ \ OF TRANSPORTATION ROAD SYSTEM I I w \ �I o \ rrl FUTURE 75.00' I I BUILDING SETBACK .` II • _ _- .:w .. M _ - --� _ RIM 1 s.3 I I 71 N, ;\ 1 4, RIM ?.4v, .iUTµ'70.22 NV OUIT--69TV \ M / i \\ \ \ WASTEWATER QPRETREATMENT nj FENCE CORNER PROPERTY CORNER \'5'° \ \ p \ 25.00' BUILDING \ \ 25.00' DOUBLE LEAF FENCING SETBACK \ GATE WITH STOP, \ \ KEEPER AND LOCKING oo "n . HARDWARE o FENCE CORNER �. 2 REFER TO DRAWING P.I. C1.1 FOR ALIGNMENT w Qo P I c 36.32 > / AY❑UT LINE / I � . o 000 - � / A 3 2 0' R=100.00' o. o 0 0 4 �� 12`23'6''` 0 0 (U P.I. R=50.00' G=50.00/ 75.00' BUILDING SETBACK _-- --a-- S34°23'03W FENCE _cu.uu o0 CORNER ARC=470.99' 301.82' R=23126.32 SITE-DEVE PROPERTY f f$ CORNER f f f f T PLAN a; NV :.96, 6 91.9i f ■ ,,0 KEYNOTES 1 EDGE OF 20.00' DRIVE. 2 REFER TO DRAWING C3.2, 3 R = 20.00'. 4 R = 25.00. APPROVED BY ZONING ADMINISTRATOR: DATE: SIIE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL I W q NV :.96, 6 91.9i f ■ ,,0 KEYNOTES 1 EDGE OF 20.00' DRIVE. 2 REFER TO DRAWING C3.2, 3 R = 20.00'. 4 R = 25.00. APPROVED BY ZONING ADMINISTRATOR: DATE: SIIE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL I W q mmO� Q1 �0 0 m o W 0 (U W 0 a� 0 -y J J J J Q Q Q Q H H H H z z z z Q a Q Q W W W W l7 l7 l7 l7 z z z z o Q Q a a Li U U U U W a oj > O N s a 3 i o > a a i i Z O i U 15 O O E -C p 9' Cl V ui O OL +�'+ a C N 0 D_ +> N+ � N C U i 3 S O V d U C V+ V o �aysa-o -°�o`.� N O + U V1 3 a VI a 0 d W 4 a,I o - V > � '3 S C O s c O N p V i C O V N Of ++ 0 U u, C V L 0 0 i X _ 3 a o O O 3 c a i £ 2 Q •-• O V O o v O O 7 t.._ C U Z L .+ i' O O l7 O v , of N0 cr- w F- z z N L L.. W z co ' ^ V Lo { O W LU N Lo ui F- U F- moo c U Lu M O w �� U) �z U>�`-' 3 a- a)Ln z ch 3 Q tovU-) 3 zoc — z (� — a LL z Lu a W O .j oJcl) ca O Lu W � O W = W = 3 V '= aw- z �' =z3 DATABASE 563120SJ.DWG BSUP DRAWN CADD CHECKED SAJ 0. C. REVIEW SAJ DRAWING DATE 041999 JOB NUMBER 5631.20 PRINT DATE Clw2 GRADING AND DRAINAGE NOTES a PRIOR TO ACCESS ROAD CONSTRUCTION GRADE TO MEET EXISTING IN THIS AREA INDUSTRIAL ACCES ROAD REFER Tfl PI ANS PRFPARFTI RY V.T).n.T DITCH 22 IE 751,0 22ODITCH IE 754.0 0 0 0 (�DIE DITCH 752.0 C 23 DITCH IE 751.0 SITE 1"= 50.00' REFER TO'4/C4.3 FOR ROCK OVER EXGAVATION INSIDE BUILDING AREA GRADING AND DRAINAGE PLA 735 735.5 \ ; 735 \ 728 10 RIPRAP OUTFA L 729 (\ 1' 0" .THICK SI I TO 8/C4.3 , 50.00' NCD 2 \ / \\\ 3 CD �p 7 2 8 7 3 2.5 0 w:: K._....._............, .,...A....._ � f,NAC SITE PLAN n doo.rnv17n 742 1• MAINTAIN DRAINAGE THROUGH AND ACROSS SITE AT ALL TIMES DURING CONSTRUCTION• 2. REFER TO DRAWING C4.2 FOR ST❑RMWATER DETENTION LAYOUT AND DETAILS. 3. REFER TO DRAWING C0.2 FOR EROSION AND SEDIMENTATION CONTROL, 4. ELEVATIONS INDICATED ON THIS PLAN REPRESENT FINISH GRADE, DURING ROUGH GRADING GRADE IMPROVED AREAS TO VARIOUS BUILDING AND PAVEMENT SUBGRADE ELEVATIONS AS INDICATED ON C4.3 SERIES DRAWINGS. GRADE ALL N❑N-IMPROVED AREAS TO ALLOW FOR LATER PLACEMENT OF 6' OF T❑PS❑IL, NOTE: REFER TO DRAWING C5.1 FOR APPROXIMATE LOCATIONS AND DEPTHS OF ROCK & SHALE ,.-C KEYNOTES 1 HEADWALL, PER 6/C4.3 IE 18' AND 15' = 738.00, 25,00' WEST OF EDGE/ PAVEMENT, 2 OUTLET HEADWALL, PER 6/C4.3 IE 727.00 3 RELEASE HEADWALL, PER 5/C4.2 IE 727.25 4 HEADWALL, PER 6/C4.3 IE 732.00. ^ 5 STORM MANHOLE PER 13/C4,1, TOP ELEVATION = 744.00 IE 15' IN & 18" OUT = 739.30 PR❑VIDE GRATED LID & 6'-0' LG, 15" EXTENSION TO EAST. (PLUG FOR FUTURE CONNECTION). 6 10.00' EARTH BERM. 7 3,00' EARTH BERM (SHOULDER) REFER TO DRAWING ClA, 8 RELEASE HEADWALL, PER 4/C4.2 IE 737.00, 9 OUTLET HEADWALL, PER 6/C4.3 IE 736.50 10 NON -DESIGNATED WETLANDS, IDENTIFIED BY FIELD INVESTIGATION. TO REMAIN UNDISTURBED. REFER TO DRAWING # C❑•2. 11 HEADWALL PER 6/C4,3, IE 30' = 737.50 12 STORM MANHOLE SIMILAR TO 13/C4.1. TOP ELEVATION = 744.50. IE 30' OUT = 738.04, IE 30' IN = 738,04, IE 24' IN = 738.10, IE 15" = 741.00. PROVIDE GRATED LID AND 6'-0'0 BARREL. 13 STORM MANHOLE PER 13/C4.1. TOP ELEVATI❑N = 745.50, IE 30" IN AND OUT = 739.49. PROVIDE GRATED LID AND 6'-0' 30" EXTENSION TO SOUTHWEST. (PLUG FOR FUTURE CONNECTION), 14 DRAINAGE STRUCTURE PER 17/C4.1, TOP ELEVATI❑N = 744.50, IE 18' IN AND 24' OUT = 739.00. cV v 15 DRAINAGE STRUCTURE PER 17/C4.1, TOP ELEVATION = 744.50, IE 12' IN z AND 18" OUT = 739.40 a 16 DRAINAGE STRUCTURE PER 17/C4.1 TOP ELEVATION = 744.75, IE 12' OUT °C 0 = 739.60. 1­ 17 STORM MANHOLE PER 13/C4.1. TOP ELEVATION = 748.50 IE (2) 12' IN oc AND 15' OUT = 742.60 PROVIDE S❑LID LID. W w 18 STORM MANHOLE PER 13/C4.1, TOP ELEVATI❑N = 748.55, IE 12' IN & OUT - = 743,20. PROVIDE S❑LID LID. W 19 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVATION = 748.00, IE 12' IN = AND OUT = 744.85 U H i 20 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVATION = 748.00, IE 12" OUT = 746.05 21 7.00' BERM BEHIND CURB, GRADE BEHIND CURB TO MATCH PAVEMENT ELEVATION. 22 2.00' DITCH. 23 4.00' DITCH. 24 18' AT 2.07., 65.00 LONG. 25 15' AT 1.501. 26 DRAINAGE STRUCTURE PER 17/C4.1• TOP ELEVATION = 744.00 lE 15' OUT = 738,98 60.00' NORTH OF CORNER OF LOT. 27 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVATION = 742.00 IE 12' OUT = 733.50. 28 12' AT 5.07.. 29 30' AT 1.0% 50.00 LONG, CENTER ON FIRE R❑AD, 30 36' AT 1.187., 87.00' LONG. 31 5.00' LOW FLOW CHANNEL, REFER TO 8/C4.3. 32 8.00' LOW FLOW CHANNEL, REFER TO 8/C4,3. 33 MAINTAIN AND PROTECT EXISTING WATER MAIN. 34 DRAINAGE STRUCTURE PER 17/C4.1 TOP ELEVATI❑N = 746.65, IE 12' OUT = 743.50 (REFER TO 5/C4.4 FOR L❑CATI❑N), 35 DOUBLE TRENCH DRAIN PER 10/C4.3. TOP EL = 748.17, 'IE 12' STORM OUT = 746.10. 36 RIP RAP 1'-0" THICK PER 8/C4.3, 37 CONCRETE PAD AT DOOR, ELEVATION = 752,67. (REFER 'A" DRAWINGS). 38 INLETS TOP ELEVATION = 752,50, REFER TO DRAWING C3.1 FOR PIPING. 39 STAIRS, REFER TO 'A' DRAWINGS. 40 CONCRETE PAD AT DOOR, REFER 'A' DRAWINGS AND MATCH FLOOR ELEVATION PER 'A' DRAWINGS. 41 REFER TO 5/C4.4 FOR ADDITIONAL INFORMATION IN THIS AREA, 42 752,50 (PAVEMENT), 752,58 CURB AND WALK REFER TO DRAWING Cl•l. 43 RECEIVING ROOM ELEVATION VARIES, REFER TO 'A" DRAWINGS. 44 EDGE OF HANDICAPPED PARKING, REFER TO DRAWING C1.1. 45 CONCRETE PAD FOR NITROGEN TANK, ELEVATI❑N = 755,25. REFER "S' SERIES DRAWINGS. 46 TOPSOIL MOUND FOR LANDSCAPING. FIELD ADJUST INDICATED DIMENSIONING AS/IF REQUIRED TO KEEP MOUND & LANDSCAPING FROM BENEATH RECENTLY INSTALLED OVERHEAD UTILITY LINES• REF DRAWING C3.1 FOR PLAN UTILITY LOCATIONS. Q Q W qo m 0 m 0 � 0 (IN 0 m m o o o � �I cu %D cu 0i 3C 3t 3Z 3L tt 3C J J J J J J Q Q Q Q Q Q F- H f- i-- �- F-- .D ON 0 0 Z 0 w cl� •-+ W M � n \D I- W z' cu > N CQj O a 3 i 4 Qj o_ cl- O O E s p !11 Cli + c u U O Oi N C O 3 ' V i O" S U U C U+ u O :3 N a _u A, O Q O + u c a S N to i v c cu C _8 U n o s c o v o u O a,Q), +' 3 c i O O U VI c U i S 3 g d a o O_ x in c a i E c a i c Q +' OU 0 I � Z L'_ +- 0 o �7 0 0 w z 0 z CX z w 00 z to - Ln E W w oN w NLo � I �- UJ moo c U w cn O w ��� (n Q x _c U >��v 3 of (Pzm 3 Q LcrolU-L7 3 z Q J a � W a JAM - � - z Vz Q 0 0 L he - z a JCIE 0 W z 0 aJco) a O co) W o� � OWs W = 3z V '= �' a sz3 LU - DATABASE 563120SJ.DWG BSUP DRAWN CADD CHECKED SAJ Q. C. REVIEW SAJ DRAWING DATE 041999 1E NUMBERR 5631.20 PRINT DATE C2sl PROPOSED COUNTY SANITARY — WIV, 00=710,68 --S !N- -7-- MV, SEWER .(UNDER CONSTRUCTION) OR EXISTING CITY �-SANITARY SEWER ............... ..................................... 121,00 114V It"l-7i4.51 - fYU'T= 714,2M WASTEWATER PRETREATME REFER TO DRAWING C3,2 SITE GRADING- 1 sb C17 IN , I= INV, RflA= 12 303. -NV, W=694,4��z 94,3�I.-t . ....... S't . ........... ol RI ... ....... ry) )00010 .......... .............. .......... .. ............ AND DRAINAGE PL COO' Md ,,� KEYNOTES 1 LAYOUT LINE, REFER TO DRAWING C1,2. 2 CENTERLINE DIKE AT PROPERTY LINE METERING POLE BY UTILITY COMPANY E PROVIDE (1)2' RIGID STEEL CONDUIT WITH <4) TELEPHONE LINES AND (1) CATS ETHERNET CABLE AND (2) 2' PVC CONDUITS, (1) WITH (16)#8 AND (1) WITH PULL STRING. PR❑VIDE HAND HOLES EVERY 200' MINIMUM FOR PRETREATMENT TELE/DATA AND CONTROL WIRING. F PROVIDE (3)4' RIGID STEEL CONDUITS WITH PULL STRING FOR BUILDING SERVICE CABLES. G PR❑VIDE (2)4' RIGID STEEL CONDUITS WITH PULL STRING FOR FIRE PUMP SERVICE CABLES. H PROVIDE (2)4' RIGID STEEL C❑N-)UITS WITH PULL STRING FOR TELEPHONE/DATA SERVICE AND (1) 2' RIGID STEEL CONDUIT WITH PULL STRING FOR UTILITY METERING CONTROL WIRES. SITE UTILITY PLAN i _ 50.00' I FIRE PUMP SERVICE DISCONNECT. PROVIDE CLASS 2 POLE, HEIGHT TO MATCH EXISTING, WITH (1) DOUBLE CROSSARM, (1) SINGLE CR❑SSARM, (3) PIN INSULATORS,(1) 3-POLE GANG OPERATED INTERRUPTER SWITCH, (3) FUSE CUTOUTS, AND #6 GROUND WIRE FROM 10'X3/4' GROUND ROD TO (3) LIGHTNING ARRESTERS. PROVIDE ALL COMPONENTS NECESSARY TO COMPLETE INSTALLATION. LOCATE POLE IN LINE WITH EXISTING OVERHEAD LINE, PROVIDE OVERHEAD CONDUCTORS TO METERING POLE TO MATCH INCOMING UTILITY COMPANY CONDUCTORS AND TERMINATE ON BUILDING SERVICE DISCONNECT POLE. J BUILDING SERVICE DISCONNECT. PR❑VIDE CLASS 2 POLE, HEIGHT TO MATCH EXISTING, WITH (1) DOUBLE CROSSARM, (3) DEAD END ASSEMBLIES,(1) 3-POLE GANG OPERATED INTERRUPTER SWITCH AND POWER FUSE ASSEMBLY, #6 GROUND WIRE FROM 10'X3/4' GROUND ROD TO (3) LIGHTNING ARRESTERS, DOWN GUY AND ANCHOR. PROVIDE ALL COMPONENTS NECESSARY TO COMPLETE INSTALLATION, LOCATE POLE IN LINE WITH EXISTING OVERHEAD LINE, K STUB OUT CONDUIT FROM P❑LEBASE FOR FUTURE EXTENSION TO ADDITIONAL SITE LIGHTING. f �yf F'RUC:U55 AND SANI I ARY SEWERS, TELEPHONE AND DOMESTIC WATER 0 z 3 Q OC O H Im LL LL W CC .. z J U H Q UTILITY NOTES 1. COORDINATE WORK SHOWN WITH OTHER UTILITIES, STORM SEWER SYSTEM AS INDICATED ON DRAWING C2.1. PROVIDE ALL BENDS, OFFSETS AND ETC, REQUIRED DUE TO COORDINATION WHETHER INDICATED ON DRAWINGS OR NOT, 2, WATER TAPS, SANITARY SEWER TAPS TO B- IN STRICT ACCORDANCE WITH FREDERICK COUNTY REQUIREMENTS. VERIFY THESE REQUIREMENTS PRIOR TO BIDDING AND PROVID ALL MATERIALS AND INSTALLATIONS NOT FURNISHED BY COUNTY CONTRA ; i'Jl' I ❑ MAKE ALL ARRANGEMENTS, PAY ALL FEES IN CONNECTION WITH PHIS WORK. 3. REFER TO 'E' 'c-RIES DRAWINGS FOR SITE LIGHTING SPECIFICATIONS, BRANCH GIRC'',TRY REQUIREMENTS, POLE BASE DETAILS, MAIN ELECTRIC AND TELEPHONE SERVICE REQUIREMENTS. 4, FCSA REFERS TO FREDERICK COUNTY SANITATION AUTHORITY. � KEYNOTES 1 8'x8'x6' TEE, THRUST BLACK. 2 FIRE HYDRANT, 6' VALVE WITH BOX TO GRADE, THRUST BLOCK, 2) PIPE GUARDS. 3 459 BEND, THRUST BLOCK, 4 10.00'. 5 FIRE PROTECTION ABOVE SANITARY SEWER. 6 90" BEND, THRUST BLOCK, 7 FIRE MAIN BELOW CULVERT, REFER TO DRAWING C2.1. PROVIDE 18' MINIMUM SEPARATION, 8 22-1/2° BEND, THRUST BLOCK. 9 OMIT PIPE Gw rDS. 10 11-1/4° BEND, THRUST BLOCK. 11 FIRE PROTECTION ABOVE SANITARY AND PROCESS SEWER, 12 FOUNDATION CORNER, 13 EDGE OF PAVEMENT. 14 REFER TO 'P' DRAWINGS FOR LOCATION OF UNDERGROUN% UTILITIES EXITING AND ENTERING BUILDING, (INCLUDING EXTERIOR CLEANOUTS), 15 PROCESS MANHOLE PER 13/C4.1, TOP ELEVATION = 749.10, IE 10' IN AND OUT = 743.12 16 PROCESS MANHOLE PER 13/C41, TOP ELEVATI❑N = 746.15, IE (2) 10' IN = 739,90, IE 12' OUT = 739.73. 17 PROCESS MANHOLE PER 13/C4,1, TOP ELEVATION = 746.45, IE 12' IN AND OUT = 738.23. 18 PROCESS MANHOLE PER 13/C4.1, TOP ELEVATION = 747.7, IE 10' IN AND OUT = 736.73. 19 PROCESS MANHOLE PER 13/C4.1, TOP ELEVATION = 745.6, IE 10' IN AND OUT = 73'.16, 20 IE 10' PROCESS = 743,00, IE 6' SANITARY = 741,94. 21 SANITARY MANHOLE PER 13/C4,1, TOP ELEVATION = 749.85, IE 6' IN AND OUT = 741.70. 22 SANITARY MANHOLE PER 13/C4,1, TOP ELEVATION = 747.00, IE 6' IN AND OUT = 739.29. 23 SANITARY MANHOLE (DROP) PER 12/C4,3, TOP ELEVATI❑N = 745.88, IE 6' IN AND ❑UT = 736,88, IE 4' IN 742.50. 24 SANITARY MANHOLE PER 13/C4.1, TOP ELEVATION = 746.60, IE 6' IN AND OUT = 734.27. 25 SANITARY MANHOLE PER 13/C4.1, TOP ELEVATION = 745,50, IE 6' IN AND OUT = 730.91 26 SANITARY BELOW PROCESS, CW AND UNDERGROUND TELEPHONE. 27 IE 4' SANITARY = 742,83, IE 12' PROCESS = 739.13. 28 STORM MANHOLE PER 13/C4,1, TOP ELEVATI❑N = 748.70, IE 30' IN AND OUT = 743.83. 29 IE 30' STORM = 744,39, IE 10' PROCESS = 742.65. 30 IE 30' STORM = 744.11, IE 6' SANITARY = 741.28. 31 FIRE PROTECTION ABOVE STORM SEWER. 32 GRIT CHAMBER PER 3/C4.4. IE 6' IN = 749.05, IE 6' OUT = 748.80. 33 ❑IL/WATER SEPARATOR PER 6/C4.4. IE 6' 748.37 IE 6' OUT = 748.29. 34 IE 4' SANITARY = 753.50. 35 IE 8' STORM = 754.09, 36 CLEAN❑UT IE 8' STORM = 749.65. 37 IE 4' SANITARY = 751.33, IE 8' STORM = 748.85, 38 STORM MANHOLE PER 13/C4.1 TOP ELEVATION = 752,50, IE 8' AND 10' IN = 747,75, IE 15' OUT = 747.33. 39 STORM MANHOLE PER 13/C4.1 (WITH GRATED LID). TOP ELEVATION = 748.25 IE 15' IN AND OUT = 742.87, IE 10' IN = 745.04, 40 15' STORM @ 3.57%. 41 10' STORM @ 2,0% 42 IE 8' STORM = 748.34, EXTEND TP 10' MAIN. INCREASE MAIN FROM 8' TO 10' AT CONNECTION FROM THIS BUILDING LINE. PROVIDE ALL BENDS, FITTINGS AND TRANSITIONS REQUIRED. 43 8' STORM @ 2.0%. 44 IE 8' STORM = 749.84. ,'5 CONNECTTO 15' STORM STUBBED OUT OF INLET AT IE 739,30. REFER TO DRAWING C2.1. 46 4' SANITARY ABOVE 12' STORM REFER TO DRAWING C2.1. 47 8'x8'x8' TEE, THRUST BLOCK. 8' VALVE WITH POST INDICATOR, 48 FIRE DEPARTMENT CONNECTION PER 4/C4.4, SET AT 10.00' FROM EDGE OF PAVEMENT. 49 10' CW AND 8' TO FIRE DEPARTMENT CONNECTION BELOW 8' FIRE PROTECTION. 50 10' TAP ON EXISTING 20' WATER PER COUNTY REQUIREMENTS. (TAP BY FCSA), 51 6' TAP ON EXISTING 20' WATER PER COUNTY REQUIREMENTS. (TAP BY FCSA). 52 PUBLIC HYDRANT PER COUNTY REQUIREMENTS. SET AT 10.00' FROM EDGE OF PAVEMENT. 53 WATER, FIREMAINS BELOW ELECTRIC AND TELEPHONE. 54 1' CONDUIT FOR SUPERVISORY, REFER TO 'E' DRAWINGS. 55 STORM MANHOLE PER 13/C4.1. TOP ELEVATI❑N = 743.0, IE 24' IN AND OUT = 739.00. 56 FIRE PROTECTION BELOW 24' STORM, PR❑VIDE 18' MINIMUM SEPARATION. 57 AREA DRAIN, TOP ELEVATION = 751.50, IE 6' OUT = 750.80. PROVIDE JR SMITH #2255, 6' OUTLET. PROVIDE TRANSITION TO 8' 0 ALL FITTINGS REQUIRED, 58 CL EANOUT, IE 8' = 750.05. 59 8' DUCTILE IRON AT 1.0%. 60 TELEPHONE, ELECTRIC, FIRE PROTECTION AND WATER BELOW STORM FROM AREA DRAIN. 61 INLET PER 17/C4.1, TOP ELEVATION 752.50, IE 8' IN AND OUT = 748.95. 62 INLET PER 17/C4,1, TOP ELEVATION 752.50, IE 8' OUT = 749.25 EXTEND 8' DUCTILL IRON TO ADJACENT INLET AT 1,0%. 63 8' VALVE WITH BOX TO GRADE (❑N 8' STORM LINE) SET AT 3.50' FROM EDGE OF PAVEMENT, (FURNISH (2) HANDLED VALVE OPERATORS TO OWNER), 64 CONNECT 8' PROCESS TO 12' PROCESS MAIN WITH WYE CONNECTION AT IE 639.30. 65 PROCESS BELOW STORM. REFER DRAWING C2.1. 66 PROCESS SEWER: POLYPROPYLENE PIPE FROM BUILDING TO FIRST MANHOLE. REFER TO SPECIFICATION SECTION 02710. 67 GAS METER SET, BY UTILITY COMPANY, 68 GAS MAIN (IN EASEMENT) BY UTILITY COMPANY. 69 IE 8' STORM = 750.55, IE 6' PROCESS = 749.25. 70 FIRE PROTECTION BELOW STORM. 71 IE 15' STORM = 741.65, IC 12' PROCESS = 7:�9.17. REFER TO DRAWING C2,1, 72 IE 15' STORM = 741-55, IE 6' SAN -ARY = 736.97. REFER TO DRAWING C2,1. 73 FSCA WATER EASEMENT, RLF ER TO '/L,4,6. 74 CENTER FIRE HYDRANT IN ISLAND ' 5'-0' BACK FR, •�. EM* 6 Z 0 w S• W q o tv 0 J 4 � Z z ¢ oc uj W z¢ > U G W c N �o Y > N > p +' VI J c 0 0 E t p V H a 6 U + i p N C p E C N N 3 i O 3 f S 0 V D_ UO C U +' I- °1 0`� � y O + V " TNT CL N O, Jl LiT� 4 S.,t' i +' '.' p d C c U 3 c Q _ U CL i c VI C U _ C i 3 Q Oce Q L� C UO 2:d .+ - O O l7 O cn O w z z ry w zz_ w m q V .N z F- W WON WLn L� i F- - NO ! � :D w= F— u c . W �� ! F-- Qz� = N U U a) z ch Q (-L � z z Q 0 L Z Q w a W H o J N Ocl)W OWs. W = z ~ a W — 3:z3 DATABASE 563120SJ.DWG BSUP DRAWN CADD CHECKED SAJ Q. C. REVIEW SA,,J DRADA-iE 061899 DAiE JOB NUMBEERR 5631.20 PRINT DATE. C3ml UTILITY NOTES A r7 e9 ,V v z Q O cc W L J w ' .r. IICD rrl f I-aid=728.74 II ,.,. ,,, \ _' , \ �'"me•µ ,..�,,,,r � >,,',s, , Ri p - ,33 q 3 ; ti .. , �, , , , .. .. , .. Y ' •�, ` w �'�.. �� _� w.m ..,,...•". " '6`e is`d 3, f fa n I I #, r t i i ^xyf.q �r,r \ it 7 , ' EXISTING 15' COUNTY SANITARY SEWER "k AON / (� W EXISTING COUNTY MANHOLE RIM = 707.0± IE 15' IN = 697,3± IE 15' OUT = 697,1± DROP CONNECTIOI T❑ EXISTING MAC ' PER COUNTY REQ IE 12' IN = 703, WV, #N6iei9e'i"h/4�,j4.�A }''•"..1 h }4iµ - ...}.K %S " N. -IN 3UT I IV V. N=895M / mm ' 60 SANITARY MANHOLE (DROP MANHOLE PER 12/C4,3) TOP ELEV = 732.00 IE 12' IN = 722.40 IE 12' OUT = 716,00 `t a v . v y. • - —12' p(j "-•`',� j 1 / w �'" 6 10 �,f t WASTEWATER 1 } , PRETREATMENT i =, PROESS MANH E PER /C4,1 µ� w T'OP' .,,E�'ArT�IEV� - 3.4-iZ;: __ ..,,� _ .. _� _�yj ! — _` " :: :W M_ ".� `.._� , " LIFT ?; f j /,n IE 12�IN AND{ OUT = 734.66 __ µµMr �a ATT AI 1 _ "�� ,.. •. „ wµµ w-w " w ,» �, • +]e T i"7 F i 01 v All S } rtrp :692,96l •q " F' " "" '� m..,. "" w " .,,v.. M /� - .,.m." x " ,_-M w� .w: - ww." w - w._ 3s / �A ^ 3 ' ��� '"•tf � � ,�i �� �,..".,,".�..,•.,"..,.....„,,.,,,.......,..«M �.�•^^---,.,,". 4 ��£ / M /Z" , 4 �{`• .. , — 30182 " . M ... . . . . . . ...... . ... R=23126.32 — ; / t f r S 4 0 3.0 W _ ; f 3 2 3 _................_......,....w f,,.". PROCESS MANHOLE PER 13/C4.1 f TOP ELEV = 738.50 IE 12' IN & OUT = 733.16 , :' SITE UTILITY PLAN -, so.au• 1, REFER TO DRAWING C3.1 FOR REMAINDER OF SITE UTILITY WORK, 2, REFER TO DRAWING C1,2 AND C2,2 FOR LAYOUT AND GRADING, 3, PRIOR TO CONSTRUCTION FIELD VERIFY HORIZONTAL AND VERTICAL L❑CATION OF EXISTING SANITARY SEWER, ,-0 KEYNOTES 1 WASTEWATER PRETREATMENT AS SHOWN IS NOT INCLUDED IN WORK INDICATED ON THIS DRAWING. REFER TO LATER ISSUE PLANS FOR WASTEWATER PRETREATMENT PREPARED BY A.D,I. SYSTEMS INC. 2 EXISTING CITY SEWER TO REMAIN UNDISTURBED, 3 REFER TO DRAWING C3,1 FOR LAYOUT OF PROCESS AND SANITARY SEWERS AND DOMESTIC WATER, 4 PROVIDE (1)2' RIGID STEEL CONDUIT WITH (4) TELEPHONE LINES AND (2) 2' PVC CONDUITS, (1) WITH (16)#8 AND (1) WITH PULL STRING. PR❑VIDE HAND HOLES EVERY 200' MINIMUM FOR PRETREATMENT TELE/DATA AND CONTROL WIRING, 5 -LAYOUT- LINE, REFER TO DRAWING C1,2, 6 12' @ 0.50% TO LIFT STATION. VERIFY LIFT STATION LOCATION WITH PLANS PREPARED BY ADI SYSTEMS INC, 7 12' @ 1.0% FROM DISPERS❑N MANHOLE. REFER TO PLANS PREPARED BY ADI SYSTEMS INC. 8 PR❑VIDE (2)4' CONDUITS FROM UTILITY COMPANY TRANSFORMER TO WITH IN 10'-0' OF CONTROL BUILDING. CONDUIT INTO BUILDING BY WASTEWATER TREATMENT CONTRACTOR, PROVIDE (4) 350 KEMIL FROM UTILITY COMPANY TRANSFORMER TO MAIN DISCONNECT IN OWNER FURNISHED EQUIPMENT IN BUILDING, COORDINATE WITH UTILITY COMPANY AND WASTEWATER TREATMENT CONTRACTOR, 9 POLE BY UTILITY COMPANY. 10 CONTROL BUILDING. 11 REFEER TO DRAWING C3A FOR ALIGNMENT, If 0N ON w m CN m o cu 00 00 o 0 0 cu J J J Q Q Q z z z > U U u W 0 -� N m O 0j > O s a ; a a > a 6 L L L Z d L U a E � O a0 u� n O � C (J +� L y O d �' 2 C Q £ C N L 3 L O C,: L S U d U C U+ U o, O - u T to 7 a in O• a 4, Ln W 4 N L,,?-R -f-f ++- OL UQ > -3 t o c O U S O O p v L G 1 tn :3 c U L 0 O O L 7 0, O O_ X 2 > c 0- i E 2 CL OU L� S Z +' O O lJ' ir Fr z 0 z w W z OD W~Q o I cV U LJJ F- v U N o .0 Lu F4. x Z X QZ� r U>cZ_.�cr 3 a� Z ch 3 Q U Ln 3 J — Z V Q 0 L > Z � Q w IL W H J .j O(1) Lu �- OW s W � aWz = Z DATABASE 563120SJ.DWG BSUP DRAWN CADD CHECKED SAJ Q. C, REVIEW SAJ DRAWING DATE 061899 JOB NUMBER 5631.20 PRINT DATE C3w2 HOLD TO MINIMUM REQUIRED FOR PIPE INSTALLATION COMPACTED GRANULAR BACKFILL TO SUBGRADE MINIMUM LIMIT BENEATH PAVED AREAS. -III' 1111� OF VERTICAL COMPACTED EARTHEN =III=1 II=1 TRENCH WALLS MATERIAL ALL OTHER IIIIIIIIII Illllf AREAS, 11=III I:' GRANULAR BACKFILL 1'-0' (CL II OR III ASTM D-2321) 907. COMPACTION INITIAL (ASTM D-698) ' BACKFILL II- °°° ° ° ° - HAUNCHING BEDDING MATERIAL ° °° TO 1/2 OUTSID€ 8 0. 1 0°° ° `�00 - II-11 6' BEDDING >IAMETER OF CONDUIT—� °° ° °° 00 CLASS II MATERIAL II0III-III=III-1 PER ASTM D-2321 PIPEJ UNDISTURBED EARTH BEDDING MATERIAL: CRUSHED LIMESTONE, CRUSHED GRAVEL, SIZE 67, ASTM D-448. SECTION FLEXIBLE PIPE BEDDING & BACKFILL COMPACTED GRANULAR BACKFILL TO SUBGRADE BENEATH PAVED AREAS, COMPACTED EARTHEN MATERIAL ALL OTHER AREAS. COMPACTED GRANULAR BACKFILL BEDDING MATERIAL TO 1/2 OUTSIDE DIAMETER OF CONDUIT-/ PIPE SECTION HOLD TO MINIMUM REQUIRED FOR PIPE INSTALLATION MINIMUM LIMIT OF II-1 VERTICAL TRENCH WALLS & GRANULAR I IIIII BACKFILL I_ 1 11t +' — 0' INITIAL II-11 BACKFILL . . • III= °°° HAUNCHING III- ° ° °° ° ° °° °° II -I 6' BEDDING 00070 9 �006 _ UNDISTURBED EARTH RIGID PIPE BEDDING & BACKFILL (CLASS B) WADE 8300 MF 2'-0' SQ CLEANOUT CLEANOUT BOX CONCRETE FINISH GRADE PAVEMENT a pill III1 o WHERE ABUTTING ASPHALT PAVEMENT, PROVIDE TACK COAT AND ASPHALT SEAL, WHERE ABUTTING CONCRETE PAVEMENT, PROVIDE 1/2' EXP JOINT MATERIAL AND SEALANT. DETAIL EXTERIOR CLEANOUT TO GRADE 4'0 CLEANOUT STACK TO SEWER, PROVIDE ALL REQUIRED BENDS, REDUCERS AND TRANSITIONS NEENAH #R-3350 TACKCOAT & ASPHALT SEAL FRAME & GRATE (ASPHALT PAVEMENT) THICKENED EDGE & EXP JT BRICK & GROUT AS (CONCRETE PAVEMENT) READ 12' MAX FINISH GRADE` '=1 I=1 11=1 I III 2' T Y P A L L AROUND -I I I —I I I-1 1=III—III — — ' I Ell I 1—I -III—III «;< Oo0 0 0 000 0 III II I II I �I I I Iiv 11111� 111111111=1' 8' 2'-6' 8• 4' PERF PVC DRAIN - 5'-0' LG TYP (4) SIDES SQUARE WITH 2' OF 3/4' STONE ALL AROUND. CAP ENDS. (IN PAVED AREAS ONLY) --------- 4' (TYP) ?2'x4' I=I I I=I I I —I 111"III=III=I=111 III-III=111=11111=111=III--1III I-1 I I-1 I-1 I III— I-1 I I=1 I=1 I==1 I I-1 KEY (TYP) #4 BARS @ 8' EACH WAY - BOTTOM & WALLS UNDISTURBED EARTH 1. SEE PLAN FOR TOP ELEVATION, PIPE SIZE, INVERT, AND ORIENTATION. 2. PRECAST STRUCTURE EQUAL TO LOCAL OR STATE DEPARTMENT OF TRANSPORTATION STANDARDS MAY BE SUBSTITUTED FOR CAST IN PLACE PROVIDED FREE OPEN AREA OF SPECIFIED GRATE IS MAINTAINED. DETAIL r177�) CONCRETE DRAINAGE STRUCTURE 3'-0' EARTH FINISH GRADE BERM PAVEMENT PER PLAN 1/4'/FT N III=III=III=III=III=III=III=1111111111111 I I=1 I I-1"= "'—"' ="'—I i —I —1 I I —I 10 I I =1 i l=1 10 1 — — — S I I_ -1 11=1I I SECTION PAVEMENT SHOULDER 2'x6' — PRESSURE TREATED WOOD AWPB LP-22--\ PRIES —III=1 11= =1 I I=1 11=1 I I-1 I 3' - 0' SEE PLAN FOR ELEV 1/4'/FT. EXTERIOR BUILDING WALL 6 MIL. BLACK V_ P❑LY SHEET CRUSHED STONE - #57'S (ASTM D 448) 2'-0' LG STD STEEL CONSTRUCTION STAKES WITH HOLES FOR NAILING, @ 4'-0' ❑C (USE ONLY GALVANIZED NAILS) SECTION PERIMETER AGGREGATE CONCRETE DOME TOP IF6'0 STEEL PIPE (SCHED 40). FILLED SOLID WITH CONCRETE FINISH GRADE PAVEMENT I I III -III II=III= 111 1111- til µl �yA a DETAIL PIPE GUARD NEENAH #R-3238 FRAME & GI ATE (DS) NEENAH #R-1664 FRAME & LID 'MH) COMPACTED GRANULAR BACKFILL BENEATH PVMT & SLABS FOR DRAINAGE STRUCTURES IN PAVED AREAS PROVIDE PERF PVC DRAINS TYP @ (4) SIDES WITH TOP OF DRAIN 2' BELOW SUBGRADE ELEV. DRAINS TO BE 4'-0' LG WITH 2' OF 3/4' STONE ALL AROUND, CAP ENDS. FINISH GRADE (PVMT OR EARTH) MANHOLE BRICK & GROUT AS READ, V-0' MAX ECCENTRIC TOP SECTION GASKETED JOINTS CONFORMING TO ASTM C-443 SEAL ALL LIFTING HOLES (TYP) MANHOLE STEPS NEENAH #R-1982-J OR EQ, 1'-0' ❑C PRECAST CONCRETE MANHOLE SECTIONS ASTM C-478 II -III= CONCRETE BASE III—III- -1 I I-1 I I—=1 I 11=III=III 1' BATTER ? tIIII- SMOOTH CHANNEL II-1 =III- - TO TOP OF PIPE =1I G III=III —III—I =III III=III III-111- I —III I I —I I -I -1 I I=1 I-1 I I-1 I E I I=1 I I=1 I II =111= =�—III—III—III , -1 � I 1'— 0' MAX�-V0' MIN UNDISTURBED EARTH 8' MIN SEE PLAN OR SCHEDULE FOR PIPE SIZE(S), INVERTS, AND ORIENTATION DETAIL 13 4'-0' 3/4' EXPANSION JOINT 1/8' RADIUS T0�7LED JOINT. SEAL AS EXPANSION CAP SPECIFIED 1/2 PAVEMENT 1'0 SMOOTH DOWELS DEPTH 1'-6' LONG @ V-0' ❑C GREASE EXP END DOWEL BASKET EXPANSION JOINT 1/4'x2' SAWED JOINT SEAL AS SPECIFIED %v-- — �-lf2 PAVEMENT DEPTH #5 BAR 3'-0' LONG AT 2'-6' OC (TIED BRICK BATSOR BOLSTERS JOINT ONLY) CONTRACTION JOINT 1/8' RADIUS TOOLED JOINT & 1/4'xl' SEALANT RESERVOIR. PROVIDE HOOK BOLTS OR SEAL AS SPECIFIED. 5/8' DEFORMED BARS 3'-0' LONG AT 1'-6' ❑C 1-1/2'xl' KEY (TIED JOINT ONLY) 1/2 PAVEMENT DEPTH SEE PLAN FOR LOCATION OF F❑RMED JOINT TIED JOINTS CONSTRUCTION JOINT DETAIL 6 PAVEMENT JOINTING DETAILS C4.1 SEE PLAI PAVEMEN CONCRETE PAVEMENT cz • So' 'CL 1/2' RADIUS (TYPICAL) 2 #5 2'x4' KEY n4 @ 1'-6' OC .. I 2'—Ow PROVIDE FORMED JOINTS IN CURB TO MATCH PAVEMENT JOINTING. STOP REINF @ EXP.INSI❑N JOINT SECTION NON -CLIMBABLE CURB _ 3/4' RADIUS (TYF Ir IL) ~ SEE PLAN FOR FINISH GRADE PVP1T ELEV 6' Q � — -III IITI III=III=III=► v� ASPHALT SEAL,, II=1I1=1I1aII- Q III—III=III- �� I IIIII111111111 ;' 3 0 0)8D0TACK COAT-`*_s.$ ) #4 BARS @ 1, O 0 2' - 0' ❑ C _ —I I II I I I I=1 I I —III =1 I I =I I I1=1 I 1=111=111 -1 11-1 I 1=11 I rii "IL i II#5 BAR CONTINUOUSIII-III_ TOP & BOTTOM —E 11=1 I I=1 11=1 11=1 11.= 'I�—IIII� Illllllll lll- PROVIDE EXPANSION JOINTS @ UNDISTURBED EARTH 40'-0' OC, FORMED CONTRACTION JOINTS @ 10'-0' ❑C SECTION 8 VERTICAL CONCRETE CURB C4.1 c EDGE ❑ PAVEME PAVEMENT JOINTING PER PLAN IF 'X' IN EITHER DIREC f ION IS LESS THAN 5'-0', CONS' TRUCT JOINT AS SHOWN BY 1JASHED LINE. DETAIL PAVEMENT EDGE JOINTING IL LINE OF L-MENT 2' SURFACE COURSE TACK COAT DO it )o �)Rrg n 'l,;,lilll I�IIII�1111� COMPACTED SUBGRADE 5' BITUMINOUS BASE COURSE LIGHT DUTY DETAIL 1 TYPICAL ASPHALT PAVEMENT SECTION a co SECTION TYPICAL CONCRETE PAVEMENT —III=1 1 I=1 at �, III=1 I=1 I r= r. -1 PROVIDE THIS SECTION AT ALL DISCONTINUOUS PVMT EDGES. WHERE ABUTTING BUILDING WALL OR OTHER FIXED OBJECTS PROVIDE 1/2' EXP JT AND SEALANT. SEE TYPICAL CONC PVMT SECTION FOR REINFORCING, THICKNESS AND SUBBASE REQUIREMENTS. SECTION THICKENED EDGE CONCRETE PAVEMENT SEE PLAN FOR WIDTH r7"'ISH IDE PROVIDE TOOLED JTS @ 5'-0' ❑C SUBGRADEADEE D PROVIDE 1/2' EXP JTS @ 40'-0' ❑C UNLESS SHOWN OTHERWISE ON PLAN SECTION TYPICAL CONCRETE WALK 2' RADIUS 3' FINISH GRADE SEE PLAN FOR PAVEMENT ELEVATION III- 11=111-11 -- =111=I 6' 'I ,IIIII (2) #5 BARS — CONCRETE PAVEMENT #4 BAR, C❑NT 2'-0' #4 DOWELS @ 1'-6' ❑C PROVIDE JOINTS IN CURB TO MATCH PAVEMENT JOINTING SECTION r5 INTEGRAL CONCRETE CURB C.4.1 w Q 0 w ME c i C J o ra Ln J T L i"• °- d O a O E t n 0 u n o o � 2 ,'f L w t- i � �.� U C u Y Il v oL o, T N 1 3 n V, N 9 L S 0 Li o, o aL, c Z U D g 0 u c u a, o L c l 3 c:L O NU. a,�j x S 3 a y a o n a n 3 c c Q O u O O Qn, O O 3 <+- n' V Z L+ O O V Il. C 'U w z co z rr w w 00 z cw wo c w �� c Of NO c u— moo c U ch C w~� V F- �Z:�; U u `� 3 Q Lo to u 3 �Q z V — Q L — J 2 uu 0 J co Q 0 Ca W W O UJ = D = (� uJ 3 z a ui - =z3 DATABASE 563141SJ.DWG BSUP DRAWN CADD CHECKED SAJ Q. C. REVIEW SAJ DRAWING 041999 DATE JOB 5631.20 NUMBER PRINT DATE MANHOLE (MH) / DRAINAGE STRUCTURE (DS) C4ml 67 CUBIC YARD/ACRE 'DRY' STORAGE-----' 67 CUBIC YARD/ACRE 'WET' STORAGE ' DEWATERING DEVICE 8' ORIFICE WITH 10' PERFORATED POLYETHYLENE DRAINAGE TUBING--, in ELEV = 719.0 1 .I ELEV = 717.50 I- ELEV = 716.0 1= SEDIMENT CLEAN❑UT M PINT - SEDIMENT BASIN TOP OF DIKE 722.0 TOP OF DRY STORAGE 719.0 DRY/WET STORAGE INTERFACE 717.5 CLEAN❑UT LEVEL 716.0 BOTTOM OF WET STORAGE 711.0 (REFER TO DRAWING C2.2 FOR LAYOUT AND LOCATION) SECTION TEMPORARY RISER NOT TO SCALE (4) 10' IE (2) lc is - i ,-ij.0 NOTE: CONSTRUCT SIMILAR TO 6/4.3 SECTION 8.00' ANTI -VORTEX ,O(-ELEV = 722.01 DEVICE 36' �3,00' MIN .1 3:1 TYP RISER CREST 24' CMP 70.00', 24' AT �0.7% CMP IE = 711.0 25.00' 25.00' ""`­- 5.00'x5.00' ANTISEEP COLLAR IE = 711.5 STEEL PLATE (1/4'x48'0) RELEASE HEADWALL BASIN "B" T/WE 730.( NOTE CONSTRUCT SIMILAR TO 6/4.3 SECTION nrnr n rl (TYP) P) PIPE O.D. (TVIDTf-AL) (P) 0 15', IE=728.20 24' IE=725.25 RELEASE HEADWALL C4.2 BASIN "A" NEENAH #R3238 FRAME AND GATE PRECAST FLAT SLAB TOP cA a WINDOW ELEVATION o PER SECTION I co 6'-0' SO, PRECAST BOX W � (CAST IN PLACE BOX MAY BE SUBSTITUTED. CONSTRUCT JQ BOTTOM ELEV SIMILAR TO 17.C4.1) z CDw PER SECTION = z z Q U E � �®9 EDGE ❑F-� PAVEMENT 0 0 EL=742.0--- d" 0 0 01 3:1 .4 EL=742.0� 0 lf) EL=742.0 -� o EL=733.5 9.00, 35.00' 438.00' EL=730.5 N3-4°42'58"E - -- �, - -- 110, 733.5 90°010' 731` o o Nco r C:)cln - 734 co o (L HEADWALL 'o ° ° O O ° °° L= 79.00' �, L=730.5 N 2� -"\ 7.50 4 00 0 1 EL=730.5 O O O CD ° �740 9 , cyl . , CD:.. NOTE: REFER TO DRAWING C2.1 FOR ADDITIONAL INFORMATION AT BASIN DETENTION BASIN A STORMWATER AND SEDIMENT DATA TOP OF DRY STORAGE 729.7 DRY/WET STORAGE INTERFACE 728.8 CLEANOUT LEVEL 728.1 BOTTOM OF WET STORAGE 725.0 DETENTION VOLUME REQUIRED 157,000 CU FT DETENTION VOLUME PR❑VIDED AT ELEVATION 730.5 174,000 CU FT TOP OF DIKE 733.5 EMERGENCY OVERFLOW EL=742.0 EL=742.0 371.00' 23.50' '1 EL=742.0 °° O ° O ° O°O0 0 0 0°0° ° _ o ,tt m co I� M �3:1 �- S37°03'05'W DETENTION BASIN B STORMWATER AND SEDIMENT DATA TOP OF DRY STORAGE 736.5 DRY/WET STORAGE INTERFACE 735.5 CLEANOUT LEVEL 734.8 BOTTOM OF WET STORAGE 733.0 DETENTION VOLUME REQUIRED 77,000 CU FT DETENTION VOLUME PR❑VIDED 79,000 AT ELEVATION 737.0 CU FT TOP OF DIKE 741.0 EMERGENCY OVERFLOW 738.0 EXCAVATED BASIN PER PLAN INCREASED IN SIZE FOR USE AS EARTHWORK BORROW AREA 111=1TI Ili UNDISTURBED EARTH DETAIL r6 RELEASE STRUCTURE �.2 TEMPORARY RISER AND DEWATERING DEVICE ANTI VORTEX DEVICE 19,00, 19.00, 14'0 ORIFICE WITH (TYP OF 2) REMOVE 18' PERFORATED WHEN WORK IS POLYETHYLENE COMPLETED 25 YEAR DETENTION TOP OF DRAINAGE TUBING STORAGE ELEV=730.50. DIKE = 733.5 (4) 15', IE AT 6,00' HEADWALL = 728.20 ..... ....... ............................_....,_....... CREST _ OF_ -EMERGENCY........ ............. 733 733 .......... ............. _....... _ _ - 90' OVERFLOW = 732.50 732 - - - --- - ---SEE PLAN--732 EN OVFOR LOCATION a` ELEVEMERGOERFL❑W 730 731 731 ......... _. .........._ WINDOW L=37 ---------------- 730 -- - - -- - - 3 730 [BRACE 8' MIN �l HEADWALL 729 .... ........... _ _ -_ ...... - LE= 725.00 729 '***\-6.00'x6.00' - .. ANTI 728 SEEP COLLAR C ORIFICE 60'0 I 728.8 727 - M RISER 1 I -_.. -_ - - 48' RCP 727 36,00' AT 0.87.. - - - -- - _ 726 / - ttl-_ ttl _ tt_tl - "-"'-11 I-1 725 _ 3 0' MIN I -I ITlll�l RELEASE 14,00' 111 HEADWALL 24' IE AT HEADWALL REMOVE (2) 36' CMP AND SEAL OPENINGS = 725.25 IN RELEASE STRUCTURE WITH CONCRETE OR 36' CMP (TYP ❑F 2) SEWER BRICK WHEN WORK IS COMPLETE EXTEND TO RELEASE STEEL PLATE(S) STRUCTURE PER PLAN SECTION z 1/4 x120 0 IE AT RISER = 725,40 1" = 5.00' HORIZONTAL C4.2 ll.� 1" = 2.00' VERTICAL ,,-23.50' EDGE OF PAVEMENT 5.00' EDGE OF PAVEMENT 0 M -- EL=737'0 0 � o M M p I� � 00 0 ,-EL=737,0 _ N EL=730.5 BAFFLE TOP = 730.0 (SF _:'C 3.14.6 730.5 DETEATION BASIN " 50.00' EL=742.0- 29.00 CENTERLINE DIKE EL=733.5 614.75' CC) 733.5 cu 56.00' PROPERTY CORNER N CD U a 150.00' o Li m °. o o o 2� N # 727- I I '� TEMPORARY I �. RISER �� �.,. MEET EXISTING z 29.00' 55,00' ,. GRADE a 733. 5' �, z Q p, lf� oo - o° Z 0 Q _ o �° °°°� °o ° ° °agog a°O ° ©., W v ° r ° o 00 000 ° 726 0 19 °Q i > ,: CUTLET PIPE �1A 00 Z 11 ° � co % o ,-16.50' __ 733.5 r , 30.0.0' EMERG Y CIVERFLOW 3 ` RIPRAR.., 1'-0' TH K SIMILAR y �S `O 8/C4,3 � - r O N > d C IliJ T i- �1 C i LO O Z EO 2, i OL ' L C £ d N } O O " + r C V Q' O L 7 'I',,� � r � d d= N i Q T l/1 H In 3 LZ VI 4 L S c i i 6/ _ J c a O ONO Iv O u (/1 c w c U i a 0 0 i �2 \ L=741.0 EL=741.0 FACE OF CURB BAFFLELO _0c0 0 2-iO a 3 4 Q¢ I .__ v z i_ .� o o u y TOP = 730.0 123.00' (SPEC 3.14.6 IN of 743 7 I o w - _-- - o 6n -' EL=742.0 EL=737.0 125,00' iA i 6 EL=742.0 81,00, z - cD z w - -- - z to o - � In Mo - Z UJ Cr r V o 7O ..' 00 4 00 CDlI) cn p M o I '. M �' CU CD o r-� 00 In ............ t o F- 'woo c 4 l� �.c�`� I DEL=737.0 ...,_.....,.. �. Q '-` CL \ ° 74 741.0 -�`741.0 oo° og�o°o°°O 742 °0 0° .o ° o� a ° ° o� .,. : 1098.84' 732.0 25,00' EMERGENCY OVERFLOW RIPRAP 1'-0' THICK SIMILAR MEET EXISTING TO 8/C4.3 GRADE NOTE: REFER TO DRAWING C2.1 TEMP❑RA Ln RISER 7 .0 �foo, EL=742.0 REFER TO 3/C4.3 FOR PROFILE THROUGH BASIN RELEASE FOR ADDITIONAL INFORMATION AT BASIN DETENTION BASIN "Byp � 1" = 50.00' s DEWATERING D (12' 0 ORIFICE PERF P❑LYETH DRAINAGE TUB] C ORIFICE 735.5 NOTE: REFER TO VIRGINIA CONTROL HANDBOOK FOR D1 RISERS AND RELATED CONS F L.VV- Vr.K I It:AL L=306.03' i R=23106.32 743 742 741 740 739 738 737 736 735 734 733 732 731 zd. z ,, -E U >��' 3 Q Lot��n 3 Q M - - Z U- Q LL he mi w mi D Z W c J Q j co a O cr) W 1-0 L Q W = � = V W z a uw - Ca- =z3 DATABASE 563142SJ.DG BSUP DRAWN CADD CHECKED SAJ Q. C. REVIEW SAJ DRAWING DATE 041999 JOB 5631.20 NUMBER PRINT DATE C4w2 C S 20.00' TYPICAL SECTION GRAVEL FIRE/ACCESS ROAD NEENAH #R-1664 FRAME & LID FINISH GRADE - COMPACTED GRANULAR BACKFILL BENEATH PVMT & SLABS 4' - 0' 1/4' CROSS SLOPE UNLESS OTHERWISE INDICATED ON PLAN AGGREGATE BASE V,D.❑.T, SECTION 208 TYPE I GEOGRID - 'TENSAR SS-2' OR EQUAL TACKC❑AT & ASPHALT SEAL (ASPHALT PAVEMENT) THICKENED EDGE & EXP JT (CONCRETE PAVEMENT) MANHOLE BRICK & GROUT AS READ, V-0' MAX ECCENTRIC TOP SECTION GASKETED JOINTS CONF❑RMING TO ASTM C-443 SEAL ALL LIFTING HOLES (TYP) MANHOLE STEPS NEENAH #1982-J OR EQ, 1'-0' OC PRECAST CONCRETE MANHOLE SECTIONS ASTM C-478 1'-0'MIN CONCRETE ENCASEMENT 1"BATTER r _ ,,,-CONCRETE 6 MIN III-_I� BASE III -III- LONG TURN " p:.. III -III- =III E. 90' ELL _-------- --' =T II I -I 11=1 11=1 11=1 11=1 11=1 111 11=1 I I_ 11=1 11=1 I I- 8' M I N 111 Fill _-I i i- -I _ UNDISTURBED EARTH SMOOTH CHANNEL SEE PLAN OR SCHEDULE FOR PIPE TO TOP OF PIPE SIZE(S), INVERTS, AND ORIENTATION CONCRETE PAVEMEN' AND BASE DETAIL SANITARY DROP INLET MANHOLE 1/2' RADIUS BUILDING WF" ' VIDE 1/2' EXPANSION 4T MATERIAL, SEALANT 'RE ABUTTING BUILDING COMPACTED SUBGRADE T„ WWF OR SUBBASE SEE PAVEMENT SECTION FOR PAVEMENT AND SUBBASE REQUIREMENTS SECTIONr13 CONCRETE ISLAND C4.3 = 5/8'P❑ST 5/8' HEX BOLT HEAD BOLTS �• o � & NUTS (2) 6"x8'xV-2EACH SIDE-' WOOD BLOCK • M M 8' 8' POST SPACING i�(u in oj 12'-6' FOR STRAIGHT un W8x10 Go RUNS AND CURVES 6 3 HAVING A RADIUS OF 150 FT OR GREATER & TANGENT SECTIONS--,=,1= I=1 I I=1 I=1 I I=1 I=1 I _I I I-11 I I I- I I=� 6'x8' - 6 3 FOR CURVES \ 11- HAVING A RADIUS OF II14'j POST 1IIF LESS THAN 150 FT & „III= WOOD POST " ELSEWHERE INDICATED STEEL POST ON PLANS 29/32'xl-1/8' HOLES a \ oIlt 1- 1: Q Q%-Il Q I 1/-3• 2' o 0 0 o 2' L7 8-1/2' -A 3/4'x2-1/2' LAP POST BOLT SLOT 1. WOOD POSTS SHALL BE PRESSURE END TERMINAL TREATED PER AWPB-LP-22 2. STEEL POSTS & HARDWARE SHALL 24 1/4' BE GALVANIZED PER ASTM A-120 OR A-123, RAIL SHALL BE 12 GAGE STEEL GALVANIZED SPLICE BOLTS 3. POSTS SHALL BE SET IN HOLES OR DRIVEN PLUMB. BACKFILL POST 5/8' POST BOLT HOLES WITH ACCEPTABLE MATERIAL o 0 & SO WASHER PLACED IN COMPACTED LAYERS o o 4. SUBSTITUTI❑N OF GUARDRAIL PER POST LOCAL HIGHWAY DEPT STDS WILL BE ACCEPTABLE PROVIDING GUARD- LAP ALL SPLICES IN RAIL MEETS REQUIREMENTS OF DIRECTION OF TRAFFIC THESE DETAILS RAIL SPLICE DETAIL ri GUARDRAIL CHAMFER ALL EXPOSED ---- OF C❑NC FINISH GR SEE PLAN ELEVATION 3' CLR 1' III=11' SEE PLAN FOR PIPE II17 SIZE & INVERT - - i t-1 I I-1 I I .,� #4 BARS @ 10' EA WAY 1�1- 1-I I I - III -Ili_ III -I. ` IEa I I=1 I I_ DETAIL :1E INVERT FINISH GRADE SEE PLAN 2'-0' UNDISTURBED EARTH SECTION A -A CONCRETE HEADWALL SECTION CHANNEL PROTECTION c'rr- ni AKI r-nn X ITnT11 'INISH ;BADE PLAN FOR INVERT I �u ,uBGRADE CHAMFER EXPOSED (4) #5 BARS c-DGES 3/4' C❑NTIN❑US ELEVATION PER PLAN ELEV PER PLAN ° 6' TYP (2) #4 BARS C❑NTINOUS ° ° 0 00o ° 0° o ° o O O O O °O �O °OOO OOO 1-1 1 I -I 0 -I ° o°�° ° °°° °° °°°�°°�° 11 3/4' EXPANSION J❑INT =1 11=1 I I I I ►_ 0 o =I 111 11l t i l ,l - -III_ MATERIAL AND SEALANT #5 DOWELS----- COMPACTED AT 12' ❑C as 2'-6' SUBGRADE DOWEL COMPACTED SUBBASE NOTES MATERIAL CONCRETE PAVEMENT PER TYPICAL SECTI❑N PR❑VIDE THICKENED EDGE SECTIONS AS SHOWN SECTION CURB / WALL CLNSTRUCT TRENCHES TO LOWEST INVERT SHOWN ON PLAN. GROUT FILL TO MEET REMAINING INVERTS. V-0' TRENCH - (STORM) 8, 3/4' EXP JOINT SEAL AS SPECIFIED-\ a- M (3)#4 CONC PVMT o °° 3, 00 THICKENED ° 00 ° EDGE SECTI❑N_,I 0 ° III ° ° 1= o° O o °o °° o 0 0 COMPACTED �I 11=1 11=1 11= I- SUBGRADE-/ ''IIII=III-III 1' COMPACTED GRANULAR BACKFILL DETAIL DOUBLE TRENCH DRAIN PROVIDE NEENAH #R-4990-DX HEAVY DUTY FRAME & GRATE. TYPE 'A' GRATE 2' 8' 2/-3' #5 @ VRAD 10, O.C. GROUT FILL (TYP) DRAIN, JR SMITH #2250C, W/6' OUTLET AND DOMED (5) #4 GRATE. PR❑VIDE ALL FITTINGS AND TRANSITIONS REQUIRED 0 WATERST❑P REFER 'S' DWGS o e 00 I FND WALL ° ° °o o°o°°o ° o0 °o -(5) #4 DOWELS INTO -#4 @ 1'-0' WALL TO PROCESS SEWER 4 NOTES: 1, PROPOSED SPOT ELEVATIONS INDICATE A 6' TO 1'-0' OVER EXCAVATION BELOW PROPOSED INTERIOR PIFING, 2. WHERE THESE INDICATED ELEVATIONS ARE BELOW EXISTING TOP OF ROCK. REMOVE SOIL AND ROCK THEN FILL TO EXISTING GRADE (❑R - 747.3 \\ �` , PROPOSED FLOOR SUBGRADE, WHICHEVER IS LOWER) WITH ENGINEERED 1•.�� FILL. 4�.7 3. REFER TO SPECIFICATION SECTION 02200 'EARTHWO"K' FOR ENGINEERED FILL REQUIREMENTS, CONSTRUCTION OF REMAINDER OF BUILDING PAD, I I AND GENERAL TOPSOIL REMOVAL, GRADING REQUIREMENTS. p� I `I � I.. � 115.00' 10.0 0' P_2 I o 747.5 747.5 I CD5.0 70.00' 115.00' - r - - 748.0 745.9 �� ;,� O 747.T% 749 ' I 2 4.00' 10.0 0' .�.._ _ / . � 5 00' I 748. ,749.7 \ _ - _ -� /fi 125 00 L74 - _ 0 45 B= -3 P-S v. !7 4 r 749.7 CD 0 750:5 I I I 10.00 (TYP) o F I - -/_ - ' 7 j�' 748,U .� 748.7 I I �h. 752.5 750.0 P-22 I- I 749.7 "��. o 75. B-51 o I H-52 751.s I�E i FINISH FLCaC}R iz.00' I \; 0 74 749.0 I _ ,��' _ 98.00 1355 .00 -7 • 2.6 7. to I I I - i I t0 i\ 750, . 749.7 f f 'f B 54 , 750.0\ 749.0 . _ 74 I 748.0 749:7 749:7 -S3KI I h { . p 5 00' ,\� 15,00' 10.00 PP .:2c } L - 15.00' B-56 A-56 74 7 749.7 749.7 .~� I748,748.0 CD f .. 0 > a 749. 7 ,� a6• �So 747 _ 74_ 4 I 74 f_ �_ V/) �_ o L _ _.1 ...: _ �� �o�• B 10 I I 1K B 4 P-7 F' A 7.00' o ,r... 7 8,0 I o � 747.5 749.7 I 0 7 4 $.0 o f I 748.0 0-1 747.0 747. 749.0 742 _L I 746.5 CD KAI \747.2 20.00' f o Alb - o �. 12.00 _57 I B 58 o B-59Q 74 0 749.7 I ��...... 74 .5 0 749.71 74 ,7 { �__.v\74i.7LEGEND PP-14 746.2 747.0 �...CROCK REMOVAL AS TRENCH CONDITION TO INDICATED ,f ��� 22.00' .�' 22,00' 743.9 SPOT ELEVATION ROCK REMOVAL BY AREA TO INDICATED SPOT ELEVATIONS APPROXIMATE TOP OF ROCK IQS1 ELEVATION (INTERPOLATED FROM -60 SOIL BORING/TEST PITS) EXISTING CONTOUR ELEVATION ROCK EXCAVATION PLAN 1" = 50.00' SEE PLAN FOR FINISHI PVMT ELEVATION FINISH FLOOR I 2r � PAVEMENT FLOOR SUBGRADE SUBGRADE EXTERIOR F❑UNDATI❑N WALL SECTION S ROUGH GRADING SECTION C4.3 i� SEE PLAN FOR PIPE SIZE III SECTION 'B-B' 7 . 4 L a 0 8' PIPE 8' ❑ D �D 20o (TYP) 1'-0" SECTION 'A -A' ADJUST FINISH PLAN GRADE OUT TO MEET TOP OF END OF WALL AT WALL #4 @ g• TOE OF SLOPE I I-11 - 1I I I I_I I I I I I I I 111 (: 111 2' - 9' #4 @ 8' SEE PLA FOR INVERT 1'-6' (2) #4 BARS =11' SEE PLAN FOR ❑l fTLET C❑NDITION SECTION "A -A' UNDISTURBED EARTH NOTE: CHAMFER ALL EXPOSED FINISH GRADE EDGES 3/4' -_ ' i I -III- • II�Ti #4 @ 8' EA WAY 2'x4' KEY -ow DETAIL HEADWALL �. 1 1=111=1 11=111=1 11= i _� i �=III-TTi- SECTION 'B-B' V-0' FINISH FLOOR FINISH GRADE SEE PLAN 4'-6' AND 4'-0' 12" REFER TO DRAWING -III-1 I I C 2.1 2 =III I I 1-" l= _ 1 II=III- I FLOOR SUBGRADE III=III=' II1=111- OUTSIDE FACE OF I-1►1- ' I I F❑UNDATION WALL TE, BE REMOVED AFTER III���IIi, 111 111-j117 CONSTRUCTI❑N OF PVMT SUBGRADE7// LVI F❑UNDATION WALL. SECTION r2 ROUGH GRADING SECTION C4.3 NOTE: SEE PLANS FOR FINISH GRADE FINISH FLOOR FINISH FLOOR 12' Lj 0 Z > i..w 0 v� m Q 0 0 J J QQ ~I~ X f ziz c:3 Li w > U U Li c -� (u �ti4 Q r m 3 c �a Ol y > 0 p 0 0 E t 0 n U I." O 4 OL y N +• ' d .. i L O B J �C � t i t U a U C U Y U 7 y a s d O V a ° +• u d C= U N L 4, 3 ri a s L « L a N W N+ O N. a U Q ca i, a s c cIAJ O ,Q C O 0, C7 U L C .n c U L a 0 0 0 0 O a N 2 Q L E Ln = L _ L 0 1- _ uu z° L ,� o o 1-7 �n C-) w z z w w z � E z ujN O w w o u w � � v V) o Xw= U ~�_C O w ~ � X U U N { (r cy)z(n Q w u to :9 '� I I I1 1 111� � 2 1=1 I I- '' �o 1 II I11►III-' ZFLOOR SUBGRADE III=1 I I=1 =III=1Ti I INTERI❑R WALL11111111111111110 __j Q 12r J TO BE REMOVED AFTER Z III11llllEE lilllllllll- CONSTRUCTION OF R RA F❑UNDATI❑N WALL, F Q L❑❑ SUBGRADE L SECTION' r3 > ROUGH GRADING SECTION C4.3 J •• ul VARIES PER PLAN J 11111111111111110 FINISH FLOOR Q =j (o � F- O co uw 12, II W 0 W = N 1/4'/FT I I--- = V FZ PAP ~- _ _ Z PE - - - = W APE __ I I- I _i I I-1 I -I 11=1 I =1Ti i=iTi=iTi= �_ a W S� -111= I = Z =III=III- I SUBGRADE DATABASE 563143SJ.DWG =11 I Ii BSUP �"4-�, EXTERI❑R F❑UNDATI❑N WALL DRAWN (ADD CHECKED SAJ SEE PLAN FOR FINISHED GRADES Q. C. REVIEW SAJ DRAWING 041999 DATE SECTION 4 JOB 5631.20 NUMBER ROUGH GRADING SECTION C4.3 PRINT DATE C4.3 2'-9 3/4' (TYP) VERIFY WITH COMPACTOR SUPPLIER PRIOR TO INSTALLATION - (L CHANNEL (TYP ABOUT OF OPENING) FDN WALL 747.00 PVM'T STAIRS REFER 'A' DRAWINGS o C10x20 W/ 5/8' DIA Sri x 41 LG HEADED STUDS M CAST FLUSH W/PVMT, TURN CHANNEL TOES DOWN (TYP OF 2) 746.70 PVM'T DRAINAGE STRUCTURE REFER TO 17/C4.1 TOP ELEV 746.65 IE 12' OUT 743.50 CENTER ON COMPACTOR OPENING FOUNDATION WALL FILL SPACE ON BOTH SIDES OPENING FOR COMPACTOR VERIFY W/'A' DWGS "'""``� 5' - 0' EMBEDDED CHANNELS FACE OF CURB/WALL (VERIFY EMBEDDED METAL REQUIREMENTS WITH 747.00 COMPACTOR SUPPLIER PVM'T PRIOR TO INSTALLATION) I I \748�,67 PVM'T GUIDE BY c 10' STORM COMPACTOR o REF DWG C3.1 SUPPLIER CURB/WALL o 746.70 C5 PVM'T 747 9 C4.3 748.00 PVM'T + 747.56 + PVM'T 748.00 PVM'T OF FLUME WITH CONCRETE To 5'-0'0 MANHOLE CREATE A BENCH. SLOPE TOWARD WITH HINGED LID FLUME @ 1/4'/FT. AND HASP F❑R ° STAFF GAUGE ° PADLOCK FRP GRATE (FLUME ONLY) ° FLOW o Ni U/S BRACKET ° 8, SS SAMPLE ANCHOR -// TUBE BOLTS ° (TYP OF 6) 7 12' STORM REFER TO DRAWING C2.1 74 PLAN 748.67 PVM'T DOCK & DRAIN LAYOUT 1" _ 10.00' SAMPLING AND !- AI le -TA 1l- AIAA11 1n1 r r E-MI'Iri11c-IN I AUTO SAMPLER AND FLOWMETER BY ADI SYSTEM INC. 5- 0' SO. x 6' PLAIN CONCRETE PAD, 6' THICK ON COMPACTED 2' FRP TAP FOR SAMPLE SUBGRADE. SET PAD ELEVATION 2' ABOVE TUBING, U/S TRANSDUCER GRADE CABLE W/S.S. BANDS 9_4, & NEOPRENE BOOTS PLAN SEE PLAN FOR CONCRETE ELEVATION PAD FINISH GRADE 4 - 2' F R P =1 I I=1 11=1 I I=1 1=11=1 I I -I i I- T A P FRP LADDER LONG SWEEP-""" BEND 2-1/2' FRP SLOPE TOWARD MH � COVER 2' SCHED. 40 J I PVC 12'0 FRP PIPE STUB TO INLET PIPE STUB GROUT MATCH 12' ID PIPE. (NEOPRENE TO MATCH FLUME ROUT FILL BOOTS W/S.S. BANDS ARE NOT FLOOR INVERT FILL SHOWN FOR CLARITY) OUTLET PIPE INVERT 12' (TYP) 4' BELOW FLUME FLOOR N 2 ; #5 @ 10' EA. WAY III I 2 1/2' EMBEDMENT 11=1 11=1 11=1 11-1 1,=1 .I I II i lI II II I Il �I II ANCHOR BOLT (TYP OF 6) 1-1 I-1 LE �I I I� [I I I-1�'- 11'-4' x 6'-0' CONCRETE PAD UNDISTURBED EARTH ELEVATION 748.00 PVM'T RETURN CURB TO FOUNDATION WALL (TYP EA SIDE) 748.30 PVM'T TOP STORM-1 TRENCH & PVM'T 748.17 Z DERGROUND CONDUIT D WIRING BY ADI STEMS INC. JUNCTION BOX --� AND GFCI OUTLET BY ADI SYSTEMS INC. LAYOUT PLAN PACKAGE METERING MH SPECIFICATIONS 1. ACCEPTABLE MANUFACTURES S. S.S. ULTRASONIC BRACKET (COORDINATE W/ADI SYSTEMS FOR FLOWMETER MANUFACTURER PLASTI-FAB INC. P.O, BMX 100 6, S.S. SAMPLE PIPE. TUALATIN, OR 97062 503-692-5406, 692-1145 (FAX) 7. FRP GRATING OVER FLUME. FREE FLOW INC. 8. FRP LADDER THAT MEETS APPLICABLE OSHA STANDARD. P.O. BOX 4067 OMAHA, NE 68104 9. 2' DIA FRP UTILITY TAP. 402-397-8910, 397-8487 (FAX) 10. STAFF GAUGE. TRACOM INC. P.O. BOX 1519 11. FRP PIPE STUBS WITH FLEXIBLE WATER -TIGHT NEOPRENE ROSWELL, GA 30077 CONNECTING BOOTS WITH S.S. BANDS. 770-664-6513, 664-6906 (FAX) 12. MINIMUM MANHOLE WALL THICKNESS OF 1/2 INCH, DESIGNED (NOTE: DETAILS INDICATE CONSTRUCTION & DIMENSIONING TO MEET OR EXCEED ASTM D-3753 STANDARDS. FOR PLASf-FAB MANHOLE. VERIFY CONSTRUCTION AND 13. FLUME AND ADAPTERS THAT EXTEND OUTSIDE THE MANHOLE ARE DIMENSIONING FOR OTHER MANUFACTURERS) TO HAVE REINFORCED COVER, SIDES, AND BOTTOM DESIGNED TO WITHSTAND STATIC LADS OF 150 lb/sq. ft PER FOOT OF DEPTH. 2, 6' PARASHALL FLUME -MIN FLAW OF 24.2 GPM @ 0.10 ft -MAX FLOW OF 1750 GPM @ 1.5 ft -FLOW OF 925 GPM @ 1,0 ft 3. 5 ft INSIDE DIAMETER 4. FRP LID WITH S.S. HINGE AND S.S. LOCKING HOOP FOR PADLOCK. DETAIL � U z w 0 ,,.,-INSIDE FACE OF CURB 68'-0' -8' CURB 17'-0' 17'-0' PROCESS TRENCH -TRENCH IE IE=746.50 @ DRAIN 746.10---, 0 Ln o o� V)r�' 0i n W 748.87 PVM'T a 0 INLET FDN WALL PROCESS TRENCH IE=746.50 CURB a /PR❑CESS TRENCH DI ' _6, IE 746.50 u - - - - Go = o TOP STORM 6' Z r- TRENCH & P V M' w r­1 = 748.17 LIE ~ 744.00 EDGE/ IE 8'=742.00 CANOPY - REF PVMT 'A' DWG'S 0 w V) �8' Z PROCESS SEWER AT 1.80% REFR DRAWING C3.1 DOUBLE TRENCH DRAIN PER 10/C4.3 2' STORM 'EF DWG C2.1 12'-10' PLAN VIEW 17�-1f1• L6' COMPACTED r SAND -11= -UNDISTURBED NOTE: PROVIDE REINFORCED EARTH PRECAST CONCRETE 1500 SECTION A -A GALLON ❑IL/WATER SEPERAT❑R MEETING THESE NOMINAL DIMENSIONS & REQUIREMENTS FO WI4 F❑ EL FII SE DETAIL OIL/WATER SEPERATOR FEED MAIN. SEE PLAN DETAIL FOR PIPE SIZE �CLEANOUT FINISH GRADE TEE OUTLET ELBOW rnTv RIGID STEEL -_APPED FOR ❑RY .EL SLEEVE 'INISH FLOOR 6' MIN JOINT DS AT EVERY DE JOINT TUMEN PAINT _LATION I❑TING AS/IF RUST BLOCK :STUBBED EARTH c 1 n 90• BEND 16 GA GALV SHEET METAL PLUG TEE 3/4' S.S. III ANCHOR BOLTS 1/4'x3' STEEL II 45 illy W/NUTS -� STRAP DRILLED 1=11 II ' o & LOCK FOR ANCHOR IIIII IEII: WASHERS - BOLTS. �IIIII III, �u '-'°-- 8$g° off, ° o0 � $o I I- # 6 TIE BAR 111EIII=111 I I _Em i t=1 I I=1 I I=1 11 2�-6= �- -1I I_=1I1=y I I-1I I-1 I I- III-1I I-1' III; L -III= , BEDDING MATERIAL VERTICAL BEND TYPICAL SECTION SURFACE ❑F BEARING AREAS TO BE SMOOTH AND UNDISTURBED, D❑ NOT COVER JOINTS WITH CONCRETE. APPLY HEAVY COAT OF ASPHALT TO ALL ANCHORAGE ASSEMBLIES. DETAIL CONCRETE THRUST BLOCKS �.4 FIRE HYDRANT -SEE PLAN FOR L❑CATION 2'-0'x2'-0'x6' MAINTAIN BREAKOFF CONCRETE PAD FLANGE 6' ABOVE FINISH GRADE 1 /- VALVE BOX SEE PLAN �1 / FOR LOCATION (1) CUBIC YD T=111I l=III11GRAVEL OR ''-III-IIII=I CRUSHED III= I=11I STONE #57'S -'II (ASTM D 448) o °0 ° 000� a I 00° 0 ° o0 -III=1 °o°p0 -I 11-I I I I1=111E_1 -III-III III ;III P THRUST BL❑C" III III�� II SEE DETAIL UNDISTURBED EARTH DETAIL FIRE HYDRANT 6' GATE VALVE THRUST BLOCK SEE DETAIL 0 0 °o° III- +_ I=III= z III -I I-1 11= �WATERMAIN .I 11=1 11=1 11=1 11=1 11= -III-III=1 I -' ' CONCRETE MECHANICAL JOINT BLOCK ANCH❑RING TEE MECHANICAL JOINT ANCH❑RING PIPE NEENAH #R-1878-B6L HEAVY DUTY FRAME & LID (CENTER ON STRUCTURE) BRICK & GROUT AS REQUIRED (1'-0' MAX) � #5 @ 6' EACH WAY TOP AND BOTTOM THICKENED EDGE & EXP JT (CONCRETE PAVEMENT) FINISH GRADE 2' CLEAR a O SEE PLAN 2' CLEAR FOR INVERT OUT -- 6'-0'0 PRECAST IN CONCRETE MANHOLE o LINK SEAL AND SECTIONS ASTM-478 cv CAULK WATERTIGHT, (TYP) =III" z I I II II o 3' CLEAR - III-11 #4 @ 1'-0' EACH WAY 8'-0' SQUARE C❑NC SLAB DETAIL GRIT CHAMBER FIRE DEPT CONNECTION PER LOCAL REQUIREMENTS 4'x4'x5' C❑NC SLAB W/ 6x6- W1.4xW1.4 MESH PROVIDE ALL FITTINGS/TRANSITIONS REQUIRED BRICK OR STONE \ BLOCKING UNDISTURBED EARTH OR MIN 8' GRANULAR MATERIAL 6' CHECK VALVE W/BALL DROP UNDISTURBED EARTH U cs n z 0 > C5 m CDION ¢ (U J z CY W o Q w u oGG.. > +' VI J T i u n Z G N i V 6 d O O E +�+ O c 0--" V 1- 0 O� 0 0, N C Q G N N; i O s t 0 C V a V V+ V 'nN i O . u N >. ,n v :3 n v a W s o a c ¢ o s c o a, o u i C ¢i : 4, +� u c i CO O U Q -:3 c V i- 0 0 v a o n x = O- i E N 2 n ? . c ¢ O u 0 0 d 0 42 7 w off V Z 0 w z cD z_ W z00 0 E Z o N �U U �I H �= Op c U ( o w - x x Qz'.'� 1E (, SUN 3 of rnzM 3 Q Uin 3 3 ...I - - Z C4.4 - a� L - NEENAH #R-6450-HL he FRAME & SOLID LID w 2'-0' RCP - C❑NC PIPE Lu I I I I I l l l l=iii_ 1 1 J 0 ca - 0 = co W �- w a. W O W = III_ w 8 IIIII Z Q 0 W Z El On ui cc = Z CD 8� III -III-: 1' -6' MIN DATABASE 563144SJ.DWG BSUP C>o� llllli I I=1 I III=_ 11=1 11=1 I � =111=_ 1=III=1 I I=1 DRAWN CADD CHECKED SAJ #57 STONE 6' TO 8' INCREASER Q. C. REVIEW SAJ DRAWING DATE 061899 Boa NUMBER 5631.20 DETAIL PRINT 4. DATE SAMPLING & GAUGING MANHOLE FIRE AND DOMESTIC RISER FEEDMAIN FIRE DEPARTMENT CONNECTION W/BALL D C4w4 V.D.O.T. GENERAL NOTES FOR ENTRANCE PLANS POINT OF FINISHED GRADE 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VD❑T) ROAD AND BRIDGE CST SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND V❑SH RULES & REGULATIONS. 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VD❑T'S WORK AREA PROTECTION MANUAL, FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VD❑T'S JANUARY, 1994 (OR LATEST EDITION ❑F) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. 4, DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 5, PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VD❑T LAND USE PERMITS FOR ANY WORK ON VD❑T RIGHT OF WAY, 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PREC❑NSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK, 7. CONTRACTOR SHALL NOTIFY THE LOCAL VD❑T RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION, 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3,02, FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. HEADWALL IE = 738.03 /1 A TO DETENTION BASIN ON SITE, REFER TO DRAWING C2.1 MAIN --1/4':V PROPERTY LINE I� j<< (L EXIS' 6' W W 1 s20' W A 7 F 756 FROM E.P, RTE. 11 TO STA. 12+66 THERE WILL BE 3-12' LANES 755 WITH A TAPER TO STA. 14+66 1/4':1'—� 1= 1 SURFACE: 165 LBS /SO YD. ASPHALT CONCRETE, TYPE SM-12.5D 2 INTERMEDIATE: 2.0' INCHES ASPHALT CONCRETE, TYPE IM-19.OD. 3 BASE: 6.0' INCHES ASPHALT C❑NCRETE, TYPE BM-25.0. 4 SUBBASE: 8.0' INCHES AGGREGATE MATERIAL, 21-B, TYPE 1 EXTEND ROADWAY DRAINAGE SWALE ENTRANCE DRIVE PLAN 1" = 20.00' SECTION ACCESS ROAD (V.D.O.T. ROADWAY TYPICAL SECTION) GUARD HOUSE AND CONCRETE ISLAND 754 753 752 • - % 751 EXISTING 20' 750 COUNTY MAIN—,_ 749 748 61 747 746 4 THICKENED EDGE SECTION PER 3/C4.1, PROVIDE TACK C❑AT AND ASPHALT SEAL ' _... DRIVE RADIUS = 150.00' FROM CUL-DE-SAC TANGENT POINT ASPHALT PAVEMENT AND BASE TO MATCH 739,87 740 7, EDGE ❑F PAVEMENT _F (CUL-DE-SAC) EXTEND ROADWAY DRAINAGE SWALE 742 INDUSTRIAL ACCESS ROAD CONSTRUCTION BY VDDO.T. PROFILE 10" COMBINED WATER SERVICE 1" = 20.00' HORIZONTAL 1" = 2.00' VERTICAL EXISTING EASEMENT ON ADJACENT PROPERTY FIRE HYDRANT PROPOSED 6' TAP£ 10.00 — - w 6' w 10 PROPOSED TO 10' TAP � 10. EXISTING 20' COUNTY MAIN _........ m.....__.... _._.._. _.._.....:.................... ....::::::._,. EXISTING GRAVEL DRIVE -- R/W -- -- ENTRANCE DRIVE KEYNOTES 1 HATCHED P❑RTI❑N OF SHOULDER SHOULD BE COVERED WITH 8' 21-B AGGREGATE MATERIAL. (BY CONTRACTOR FOR HP HOOD PROJECT) 2 CG-12'S AT DISCRETION OF V,D.0,T. INSPECTOR. 3 CONSTRUCTION ENTRANCE, REFER TO DRAWING C0.2. (EROSION AND SEDIMENTATION CONTROL PLAN) > o,# ROADWAY DRAINAGE SWALE TO ROUTE li T1 1 1 T 1 T1 T . 1 !� • . • . . 20.00' EASEMENT CENTERED ON MAIN 10.00' cW 17 _n PROPOSED EDGE PROPOSE: OF PAVEMENT BUILDING EASEMENT PLAN PRECAST RECESS Y-%% ILIT ELEVATION ALTERNATE SHAPE MAY BE USED IF ACCEPTABLE TO OWNER REINFORCING PER MANUFACTURER — 5' MIN 7' MAX MIN SET WHEEL FACE OF BLOCK 2'-0' FROM END OF PARKING SPACE 756 755 7 754 753 752 751 750 749 748 747 746 METER SET INSIDE BUILDING DETAIL r3 PRECAST PARKING BLOCK C4.6 1 6 Y GF 652 37 ss� loe /- PROJECT LOCATION T0 I-66 NOT TO SCALE Z 0 > w cz C3 w m CD cU J Q z a W 0 z z Q > U w lk J�4 z Iry Lu mo J �O�y�'o� 4�0 < U, s 30 n r a }+ VI J T i a i i Z C i U 6 0 O 0 E s p a' a U -m O U + i c0 N 3 i L U d U C V_ U 75 N a -0O c 0, p + U T N H N 3 a V a N N w 4 i s t i a ++ o a s u ; S d c c a U 0 4 c o a 6 u i c a+ m y+ +' 3 c i 0 0 U � in � 6 i a o o L a a, o o a x_ \ a i C a i O V O O a, o 4 3 — C U Z i— +' O o �7 0 w z c� ,z w w z to Ln r E w wC ° Ln N �yu LL O — I F— �Op C U ch O _ Lu 5' F- z'x Qz::; s SUN U 3 I z r, 3 Q (oULo 3 ~a J- - Z V — a0 U. � — J coW O J co _J a W OCaW 0 0uw= W = ~ Z aLu- =z� �' DATABASE 563146SJ.DWG BSUP DRAWN CADD CHECKED SAJ Q. C. REVIEW SAJ DRAWING DATE 080999 JOB NUMBER 5631.20 PRINT DATE C4s6 EXISTING CONTOUR LEGEND INDICATES AP NR❑ TE ANr SHALE O I`, ROM BOR GS ELEVATIONS I ERPOLA PP-5 AND TEST PITS. JOHN LEE FUNK 63-A-83 ZGNED: B-3 Use: Residential WILLIAM E. & LINDF 63-A-84 ZONED: B-3 Use: Residential L :J6-' (NE V ER T EXISTING CONTOUR ELEVATIONS BASED ON FIELD SURVEY BY TRIAD ENGINEERING APRIL 1999 EXISTING CONTOUR ELEVATIONS (OUTSIDE LIMITS OF CURRENT PROPOSED CONSTRUCTION) BASED ON EARLIER AERIAL PHOTOGRAPHY THIS INFORMATION IS NOT FIELD CHECKED ✓« gc N INV.m fi � R P RAP f,:' 1 i f f 141 '^"" `�C, ��.,r"' :•w \� G r(-�Z S' f i y+� i i ` zi .+ �L.\ ... ,. \... t`„+.-• ,.:, �,� •, S n �24 2 7A „t\ ii'T\V...K.:.`..`.. �t { s _. 3oo 1 _ i 1 ^t .S .,.# �� ,i .. `i� ,.- �.,✓ -.F z,,. '\4� i , AV .r't \` ,:............ ........ ....... ..,,. 51- J 000p co < r «w x, ' , l � �'w.,.rN'`�"vvw:'•^" .n-:r"�� p� ^' ,,,, wt � \ ._ ; . .. ... �Y V'. !Ti .��wN ��}•...... � „ P yi` .......-,^ ,,.r„"✓ ., ✓,r""• ` \. �:fR IF" RA. may'' ... W , Ar 2 i CARL & ANN LEE FRY,E'�"w t 63 A-82, ZONED: B-3 . I 2� 266 N4 °� j „ E3092,3,8 laUse Commercial 6A z� . t i i _ 1. e i , Ul cn / C j �\ � t � ' , f M 7676 _ FUTURE PUBLIC 30 WATER 10 TEMP, _ I CONST, ESM'T I AND SEWER EASEMENT , zk �....:w,.. Cn �. rro 20' WATE,' EASEMENT CD O's all 77 CJ II �, N34 — _ — Z�• 4 2 5 8 E,.,.i , --� CD 77 OB-1 , B7 hP-1 yp-2 I b,' 20' SAN SEWER EASEMENT 10( 10' TEMP. CONST, EASEMENT PLAN OF EXISTING CONDITI PROPERTY LINE INFORMATION FROM TRIAD ENGINEERING PLAT OF NAOMI POOLE ADAMS ESTATE DATED 11-6-97, LINE TABLE LINE LENGTH BEARING L1 29.46 N34°42'53"E L2 45.45 N33°08'27"E L3 15.78 N57°38'40'W L4 37.32 N55°3628-W L5 56.43 S49°34'03'E co m i N o co Q 000 Ln .o a .-. N z r� H F- Z 0 0 W A a = L) 2 u `` -yI(UIMI IN i X n O L_ LL z C7 z w z Ili G W io Q Li N V W s V f— moo �. U (V fn LL1 x ~ zJ s U Q tuo'LL7n 3 � J - - V Z — D Z Q 0 J U. � — Y w - W K 0 j C L' O CA W 0 W z Z a i (L = Lu Z DATABASE 5631100s.DW6 BSUP DRAWN CADD cN'S; D SAJ P. C. PLVIEW SAJ DRAWING DATE 041999 JOB 5631.20 NUMBEr: PRINT DATE AV% j"To SITE DATA 1. TAX MAP NO., 63 (A)) PARCEL 86A. 9, LOT 1 PARKING TABULATION, REQUIRED 2. MAGISTERIAL DISTRICT, BACK CREEK. OFFICE SPACE = 16,000 SO. FT. AT 1 SPACE/250 SO, FT. = 64 SPACES MANUFACTURING USE, 90 EMPLOYEES AT 3 SPACES/4 4 EMPLOYEES = 68 SPACES 3. ZONING- M-2. WAREHOUSE USE, 8 EMPLOYEES AT 1 SPACE/EMPLOYEE = 8 SPACES TOTAL - 140 SPACES INCLUDING 5 HANDICAPPED SPACES 4. CONTRACT OWNER/DEVELOPER PROVIDED- 140 SPACES INCLUDING 5 HANDICAPPED HP HOOD INC. 90 EVERETT AVENUE, SUITE 200 CHELSEA, MA = 02150-2301 617-887-8450 ■ REFER TO SUBDIVISION PLAN PREPARED BY TRIAD ENGINEERING DATED 4/16/99. ■5. SITE AREA, TOTAL SITE AREA = 83.21 ACRES LOT 1 = 74.10 ACRES (HP HOOD, INDUSTRIAL) LOT 2 = 3.41 ACRES (INDUSTRIAL) LOT 3 = 4.25 ACRES (INDUSTRIAL) RIGHT-OF-WAY DEDICATION = 1,46 ACRES 6. BUILDING SETBACK LIMITS, FRONT = 75.00, SIDE = 25.00, REAR = 25.00' 7• MAXIMUM FLOOR AREA RATIO (FAR), 1.0 LOT 1 FLOOR AREA = 330,000 SO. FT., FAR = 0.10. 8. BUILDING HEIGHT = 52.00 FEET, JOHN LEE FUNK 63-A-83 ZONED: B-3 Use, Residential INDUSTRIAL ACCESS ROAD REFER TO PLANS PREPARED BY V,D.O.T. COORDINATE SITE WORK WITH ROAD CONSTRUCTION BY OTHERS (REFER TO DRAWING 4/C4.6) SCHENCK FOODS CO,INC. D.I. INV=74E 63-A-67 ZONED B-2 Use- Commercial 1 W.H. EMMART & SON,INC. vla'We)MaW~ 63-A-66 a' ZONED, B-2 " (A Usei Commercial I C0 fl ° 1 CARL & ANN LEE FR E K 63-A-82 fl ZC�IED: B-3 Use,'Commercial WILLIAM E. & LINDA L. BROY 63-A-64 ZONED, $ Use, Residential L'y 0 FUTURE FCSA -3(Y.WAFER-/-z- - ------- AND SEWER EASEMENT �! 10.00, SI SETBACCM PROPERTY LINE / APPROXIMATE 8 LOCATION -_ II �> J.S. COOLEY C/O MARRSHAALLLSNATIONAL BANK ZONED, B-3 USE, VACANT II II I IS LANDSCAPE BUFFER I , I 18 PER COUNTY REQUIREMENTS I u1 ( o 0 �) J Iul \ _ (U 1 J.S. COOLEY I I C/O MARSHALL NATIONAL BANK ZONED BA3 II I I 0 0 rl a USE: SINGLE FAMILY I 11 FCSA WATER II EASEMENT (REFER TO 2/C4.6) I III � F- - TRUCK FUELING 'HOLD' THIS AREA -TT O 0 II ' II � JIIQi I /Zji I U fl p 0- 0 0 0 P��E� p1K Rp � 11 36' CUL INV=744 fl 36' CULVERT �V ✓" /a. INV=744.15--- 0 U.S. ROUTE 11 POSTED SPEED LIMIT 45 MPH _ 1��{� 33 22 0770U4 T=73b.3A INV. IN==736.47 p� 4 fl RILE=743A73344 MV.' )N=7J4,3.g24 a THIS ACCESS NUI TO BE USED FOR CONSTRUCTION Qlii � a z ALLEG NY POW�R CO 6 -A-80 Z ED M-2 I USE OMMERCIAI i I DB/PG, 746/543 GENERAL NOTES 1. INDICATED METES AND BOUNDS, TOPOGRAPHIC INFORMATION REPRODUCED FROM FIELD SURVEYS BY TRIAD ENGINEERING, DATED 11/6/97 AND APRIL 16, 1999. FOR ADDITIONAL INFORMATION REFER TO DRAWING C51 2. REFER TO DRAWING CO,2 FOR EROSION AND SEDIMENTATION CONTROL. REFER TO DRAWINGS CIA AND C1.2. FOR COMPLETE DIMENSIONAL LAYOUT. REFER TO DRAWINGS C2.1 AND C2,2 FOR SITE GRADING AND DRAINAGE. 3, ALL TREES, OUTSIDE AREAS OF CONSTRUCTION ARE TO REMAIN UNDISTURBED, 4, NO ACCESS OR SITE CONSTRUCTION ACTIVITY OF ANY KIND (EXCEPTING REPIPING OF SUMP AND DEBRIS REMOVAL PER KEYNOTES #10 AND #13) IS TO OCCUR IN OR ACROSS EXISTING STREAM, FROM MAIN BUILDING SITE 5. REFER TO APPROVED SUBDIVISION PLANS FOR PROJECT PREPARED BY TRIAD ENGINEERING INC. DATED 4/16/99. 6. NO OUTDOOR STORAGE AREAS OR TRASH RECPTACLES ARE PROPOSED FOR THIS PROJECT. KEYNOTES 1 INDUSTRIAL ACCESS ROAD. REFER TO PLANS PREPARED BY V.D.O,T. COORDINATE SITE WORK WITH ROAD S CONSTRUCTION BY OTHERS, 2 EXISTING STRUCTURES TO REMAIN, NOTE, A PORTION OF THESE STRUCTURES ARE IDENTIFIED AS POTENTIALLY SIGNIFICANT HISTORIC RESOURCES, AND ARE NOT TO BE ALTERED IN ANY MANNER. 3 EXISTING SPRING TO REMAIN UNDISTURBED. 4 EXISTING STRUCTURE TO BE DEMOLISHED AND REMOVED (INCLUDING FOUNDATIONS) - i 5 NON -DESIGNATED WETLAND AREAS IDENTIFIED BY FIELD INVESTIGATION. PRIOR TO START OF WORK ON SITE, WETLAND AREAS ARE TO BE FIELD STAKED m O o• W 1 °' a, AND CLEARLY MARKED. THESE AREAS ARE NOT TO BE DISTURBED THROUGHOUT CONSTRUCTION, a o�P.. 6 EXISTING STREAM TO REMAIN UNDISTURBED. a, x 'o x M xx 7 FUTURE 60.00' RIGHT-OF-WAY EASEMENT. ¢ c r r rIr 8 CLOSE EXISTING MONITORING WELLS IN ACCORDANCE _ 2 zIz WITH COUNTY AND STATE REGULATIONS. FIELD VERIFY z a z zzl cIa LOCATION• r m r r r 9 LOCATE, DISINFECT AND REMOVE EXISTING SEPTIC TANK W Z W Z W W Z Z /LEACH FIELDS IN ACCORDANCE WITH LOCAL HEALTH o = DEPARTMENT REGULATIONS AND GUIDELINES. c= " " w m'v 10 RELOCATE EXISTING BASEMENT SUMP DISCHARGE PIPE S❑ THAT IT DISCHARGES INTO DITCH AS INDICATED ON PLAN. COORDINATE WITH OWNER AND TENANT. 11 REMOVE AND CLOSE EXISTING HEATING OIL UNDERGROUND STORAGE TANK IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS• 12 REMOVE DEBRIS AND TRASH FROM EXISTING SWALE. DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE AND ✓ I FEDERAL LAWS AND REGULATIONS. 0 0 B,J, SAGER INC. FLEX-0-GLASS, INC, s B n 13 REMOVE EXISTING EMPTY DRUMS AND CONTAINERS, w 63-A-87A 63-A-87 DEBRIS AND TRASH FROM THE INTERIOR AND EXTERIOR`s°_ RIM=74o.1s ZONED, M-2 ZONED, M-2 !NV.OUT--730.5E a CULVERT OF EXISTING BARN & SHEDS, DISPOSE IN ACCORDANCE € „ NV. !N=730.80 I INV=743.09 USE COMMERCIAL I USE VACANT "2 - \\ `"`SAN- I WITH LOCAL, STATE, & FEDERAL LAWS & REGULATIONS. DB/PG 493/708 1 =ZaY" COORDINATE WITH OWNER AND TENANT. (REFER TO - XISTING KEYNOTE #2). o g g - I`° ° I � �� ITCH a' CULVERT NOTE; 20.00' WATER EASEMENT TO �` y Q € �I / INv=74228 ADJACENT HENKLE HARRIS I 14 DRIVE CONNECTION PER V,DA,T, REQUIREMENTS. 8 s g U. z �-€° os a N2 PROPERTY WILL BE GRANTED _ i �_ TORGERSON ! U a 6-2�E 309.23, 1 AT A LATER DATE. LOCATION 15 REFER TO DRAWING L1.1 FOR LANDSCAPING THIS AREA. COURT \ ALLEGHANY POWER C❑ g6'26�` 10 _? I TO BE DETERMINED. 60.00' RIGHT ` 63-A-81 Ll fL 2.1116A _./ �� 16 ILLUMINATED BUILDING SIGN REFER TO 'A' DRAWINGS OF 0 BUILDING ELEVATIONS FOR LOCATION. REF TO EXTERIOR ZONED RCI (n 0 0 z SIGNAGE SPECIFICATION 10425, DRAWING #28318. USE: COMMERCIAL r �- i- . 3 I I w 3 ( DB/PG 746/543 �; �, _ fl \ � III 10 �,00-- UI •b N43.59'41•E� I 17 ILLUMINATED MONUMENT SIGN. REFER EXTERIOR SIGNAGE Z 0 o SE BA K �6762' U SPECIFICATIONS 10425, DRAWING #28321, REFER TO - 25.00' RIM=732.44 I ` 0 o 75,00' BUILDING BA 0 1/A1.13 FOR MASONRY SIGN DETAILS. Z BUILDING uV IN=7z5. 7 xr SETBACK n- INv. our=72 3 / �.. 18 NON -ILLUMINATED DIRECTIONAL SIGN. REFER TO 1L SETBACK --_- _ _ -_+ 3_ _ _2_ - - 1! - --- - - SIGNAGE SPECIFICATION 10425, DRAWING z - n - I - I EXTERIOR 1 I 10' TEMP. CONST. ESM'T 11 5 #28324. co E lT 13 I w u 20' FCSA WATER EASEMENT o 19 NON -ILLUMINATED LETTER SIGN ON BUILDING AT c+ ENTRANCE. REFER TO EXTERIOR SIGNAGE SPECIFICATIONS 14 j m Tin w 10425, DRAWING #28323, F- Loo c 7 614.75' N34'42'58'E 60.00' FUTURE RIGHT OF WAY EASEMENT. PRIOR TO _ - -, ,_ - _ _ - _. _ _ - - - -• --� ­7 \ ANY FUTURE SUBDIVISION OF PARCEL 63-A-86A, THE I j� PROPOSED FUTURE 60.00' RIGHT OF WAY EASEMENT OR 1 - - - - - - - - FUTURE FCSA \ \ \ \ AN APPROPRIATE ALTERNATIVE ALIGNMENT SHALL BE I \ CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK 20' FCSA SAN SEWER EASEMENT FUTURE 75.00' SEWER EASEMENT \ 6 \ \ \ COUNTY FOR ACCEPTANCE INTO THE VIRGINIA DEPARTMENT BUILDING I LDING SETBACK EMPLOYEE PARKING W� �\Ct \ _� 140 SPACES INCLUDING -- • ��'�}� of TRANSPORTATION ROAD SYSTEM I 5 HANDICAPPED FUTURE 75.00' BUILDl�' - - \ \ EXISTING CITY 20' 10' TEMP, CONST, EASEMENT "I SAN SEWER EASEMENT I GUARDHOUSE 15 SETBACK �z� R! z7za \ \ \` T=719.46 \ \ \ \ \ LEGEND '.� INV. I =71955 ' \ \ FUTURE 75.00' BUILDING SETBACK I -SAN- EXISTING SANITARY SEWER N W -STS- EXISTING STORM SEWER ` "I \---G-•-- EXISTING GAS LINE 0 6 RN=-7N8.74 - � \ --w-- EXISTING WATER MAIN Nv.IN=]lass r R!1h=72ase �t EXISTING POWER POLE INV. OUT=718,79 _._.\'� `\ INv. ;N_713. r iNV4GU _ tb.e11'- �, x726.5 EXISTING SPOT ELEVATION /T 0u�=711. yV iN=7,0.7g THE HENKLE HARRIS CO. 0 FUTURE 20' FCSAJ ` �` Sp-==� SAN SEWE ESM'T _'ti- = �- - J ZONED63-A-IM�2 --735- EXISTING CONTOUR ELEVATION ` _ Tom- -SAN- PROPOSED SANITARY SEWER FUTURE 15 _- _ _� USE INDUSTRIAL EXPANSION FUTURE 75.00' \ ` J -�\��6 \ DB/PGj 670/332 -P- PROPOSED PROCESS SEWER BUILDING SETBACK I PROPOSED STORM SEWER 4 19 I �s(�_ -W- PROPOSED WATER MAIN `.J -� -G- PROPOSED GAS LINE RilA=����I.oO n RIM SliT t�s�137 -0E- PROPOSED OVERHEAD ELECTRIC ---UE- PROPOSED UNDERGROUND ELECTRIC - / -735- PROPOSED CONTOUR ELEVATION 735.00 PROPOSED SPOT ELEVATION 20.00' GRAVEL 0 J \ \ PROPOSED FIRE HYDRANT -- FIRE ROAD PROPOSED GATE VALVE WITH POST INDICATOR \ PROPOSED BUILDING o4,' PROPOSED GATE VALVE WITH EXPANSION I �\ cC iNv. N-i 5 ? o RNM-rns5s BOX TO GRADE Rill=7o7 INv buT �r0.72 p4�. PROPOSED LIGHT POLE ,ryV bL4111 PROPOSED MANHOLE, INLET, WASTEWATER DRAINAGE STRUCTURE 0 SETBACK BUILDING PROPOSED CONCRETE WALK/ISLAND REFERTO0 SETBACK I � \ � � PROPOSED CONCRETE PAVEMENT COMPACTOR C3.2 Riu=�7N0�6�gt244� PROPOSED ASPHALT PAVEMENT DOCKS DOCKS - - - 0 fl © rw: t' 44.37 PROPOSED PERIMETER AGGREGATE 16 " """ Ia �9\ \ ""JJr+' ® PROPOSED GRAVEL ROAD �4 lnwi � �- PROPOSED RIPRAP/CHANNEL '' °' D PROTECTION � ry EX, Lift Station L FUTURE EXPANSION FENCING REFER 12 ��� \ PROPERTY LINE INFORMATION FROM TRIAD ENGINEERING TO DRAWING \ PLAT OF NAOMI POOLE ADAMS ESTATE DATED 11-6-97. L_ - - - - - - TRUCK YARD C1.2 �_ ) 20 GRAVEL ACCESS O / I o ACCESS ROAD R�fM=ET 00 r / / INV OUT LINE TABLE LINE LENGTH BEARING L1 29.46. N34°42'53'E L2 45.45 N33.08'27'E L3 15.78 N57'38'40'W L4 37.32 N55'36'28'W LS 56.43 S49'34'03'E -S34°23'03'W JOH PARTS RUSSEL 0 ° 0 15 63 A 116E M-2 _._._ _ . -•_ -.._/ �� ZONED; USE, VACANT F75'.00ABUILDING 75,00' BUILDING `� z ti ETBCK L=306.03' SETBACK - -- ARC=470.99' `..�"�io -- -- -------�--- 301.821 771' --- -- k�32 R!M 701.00 /� IN �i166a4�0ea / IvsssN�s1 �� iNv=592.as 0 U 0 © co U 4 - S37°03'05'W 1098.84' APPROXIMATE 8 PROJECT SITE ,IIE 733.43 LOCATION / 37 11 / 81 TO I-66 VICINITY MAP NOT TO SCALE LXIN 1 4c:,' INTERSTATE 81 IE 733.82 ©� OVERALL SITE PLAN 2 WORKING DAYS BEFORE YOU DIG CALL MISS UTILITY, 1-800-257-7777 APPROVED BY Z014ING ADMINISTRATOR, DATE1 O SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL � _ 3 �cr m` � 3 3 J- a0 LL Z Y CL J uu u W p J .j O N au =3z CAW 1 O IL Lu TT i Z DA1aBASE 5631100s..DWG BSUP DRAWN .;ADD CHECKED SAJ D. C. REVIEW SAJ DRAWING 04199c9 DALE oe 5631.2f0 VUMBEft PRINT DATE C0.1 _ SEDIMENTATION AND EROSION CONTROL NOTES 1, UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL 9, THE CONTRACTOR SHA INSPECT ALL EROSION CONTROL MEASURES EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED WEEKLY AND AFTER CH RUNOFF -PRODUCING RAINFALL EVENT. ANY AND MAINTAINED ACCORDING TO MINIMUM STANDARDS & SPECIFICATIONS NECESSARY REPAIRS CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK OF THE EROSION CON I OL DEVICES SHALL BE MADE IMMEDIATELY. AND VIRGINIA REGULATIONS 4VAC50-30 EROSION AND SEDIMENT CONTROL, PRIOR TO CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE 10, MAINTAIN EROSION A SEDIMENTATION CONTROL MEASURES IN EFFECT FOR ❑BTAINING A COPY OF HANDBOOK & REGULATIONS. I UNTIL PERMANENT IM ,OVEMENTS ARE�CONSTRUCTED AND SUFFICIENT VEGETATIVE COVER S BEEN ESTABLISHED TO PREVENT EROSION. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE 11, PROVIDE 6' OF TOPSOIL FOR ALL AREAS NOT TO BE COVERED WITH COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR SUBSEQUENT IMPROVEHIENTS.(SUPPLEMENT ON SITE STOCKPILED TO THE FINAL INSPECTION. TOPSOIL WITH TOPSOkL IMPORTED FROM OFFSITE AS/IF REQUIRED. LIME, FERTILIZE, SEE AND MULCH PER APPLICABLE REQUIREMENTS 3, ALL EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE OF V,D,O,T. SECTION 3 AND THE VIRGINIA EROSION AND SEDIMENT PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING, CONTROL HANDBOOK. FER TO SEEDING REQUIREMENTS THIS DRAWING, PROVIDE TEMPORARY SEEDING AS REQUIRED. 4, A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN ANY AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. INDUSTRIAL ACCESS ROAD, REFER TO PLANS PREPARED a 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY BY V,D.O,T,© ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION .- AND SEDIMENTATION AS DETERMINED BY THE PLAN 16.1 AC a APPROVING AUTHORITY, a p 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL \ 0 0 x MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND D,I, roP=750. a 00 DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. INv=7asn6 o a i' PIKE 8, DURING DEWATERING OPERATIONS WATER WILL BE PUMPED INT❑ AN J F --�. ` APPROVED FILTERING DEVICE. x / �� ''gay NOTES ADJUST Mora RpVjE. �y��lia OF TEMPORARY ENTRANCES AS FACILITATE SI AND ROAD CON JOHN LEE FUNK 63-A-83 ZONED' B-3 Usei Residential x WILLIAM E. & LINDA L. BROY, 63-A-84 ZONED' B-3 Usei Residential 17,7 ACC _ A. PROVIDE TEMP ARY SEEDING PER THE REQUIREMENTS OF THE VIRGIN EROSION AND SEDIMENT CONTROL HANDBOOK, 1, SELECT S ED TYPE AND RATE IN ACCORDANCE WITH TA ES FOR PLANTING DATES & REGION. B. PERMANENT SE DING 1. KENTUC -31 FESCUE - 128 LBS/ACRE 2. RED TO RASS - 2 LBS/ACRE 3. SEASON NURSE CROP - 20 LBS/ACRE (SELECT 'YPE OF NURSE CROP IN ACCORDANCE WITH ESTABLISHED SEEDING DATES) 36' CULVERT INV=744,34--- 1 0 C RIM=74J.Z2 NV, 011736,4719 INV. IN=7fi.4J 36' CULVERT � INV=744.15 RIP RAP DITCH N 0 0 �+= ,,q4 49 a . V-73d..34 ON(S) RUCTION IS lU RED TO VCT SS H I DIESCRIPTION EROSION HAZARD 7C CARBO OAKLET ROCK OUTCROP (SEVERE) 8C CHILHOWIE SILTY CLAY LOAM (MODERATE) '6C CARBO OAKLET SILT LOAMS (SEVERE) 1411 FREDERICK-POPLIMENTO LOAM 2-77 SLOPE (MODERATE) 41C FREDERICK-POPLIMENTO LOAM 7-157 SLOPE (SEVERE) 9B ICLEARBROOK CHANNERY SILT LOAM (MODERATE) 34 1 PAGEBROGK SILT LOAM I (SLIGHT) 8B I CHILHOWIE SILTY CLAY LOAM I (MODERATE) LEGEND ]C SOIL TYPE - SF SILT FENCE - DD TEMPORARY DIVERSION DIKE IP STORM DRAIN INLET PROTECTION SB TEMPORARY SEDIMENT BASIN CIP CULVERT INLET PROTECTION ❑P OUTLET PROTECTION SAF SAFETY FENCE RR RIPRAP CE TEMPORARY CONSTRUCTION ENTRANCE WITH WASHRACK CRS CONSTRUCTION ROAD STABILIZATION a s X c._.�J .1Il. RIAI=740 t5 I g; U g o a �' � 'fit ,�-"" I yy ! INV..OJT=70 8' CULVERT r a = IN IN-73G:6 I " ° ;• .....--- nl--..,-..SANi I ,SNV=7h3.09 6 t6\ In A Y NOTEi.9ACCESS ROAR i L. I I ; g"g a s `J ti CE TO,BE CONS.TRUCTED RIP RAP r' - ---RIM=744.04 XISTING x (INCLUDE b AFTER INITIAL SITE I DITCH- ' iTCN' I = (. y 8" CULVERT •`a" _ p WASHRACJO' ROUGH "GRADING (LAND INv=7a3,28 CARL 63-A 82LEE FR E� _ DISTURBANCE) I' a `, a Z ED' B-3 d o q 0, N46- �Y����a°° C7C A, AC. I '.1 TO CCESS ROAD CONSTRUCTION ` L ILq� tIJ aJV93�5 +-l- �E_-; ' RAD� T EET EXISTING IN THIS ............. z a II - p.AREA �p 0 © Nlv INi24.a'2 f I �" \ �3 .TE�XIS MG�'$7EAM�.'. ' _... I.. 3-��__ o- z o our=i�z a UNDISTURBED - -... C I w FUTURE FCSA 30' WATER---z - I �.1 ,' " " I z AND SEWER EASEMENT.- LA .. I 10' TEMP. CONST. ESM'T 1, I r ., �30 E cn ` (INCLUDE r i �,� 1;'' _... Z rry G v ` WASHRACK) LIMITS 'OF". _ w R o 20' FCSA WATER EASEMENT CONSTRUCTION SF CE r I N I s� c \ ul N34°42158' - SF 614J5' t - - _ - - _ _ ...._ ? x 0 DESIGNATED WETLAND t! -, Cr rt• _. - _ - - ,�-!_ - - - - - , . AREA IDENTIFIED' BY FIELD.... _ .. _ _ . -' -.' I � a INVESTIGATION. REFER TO II ` a 20' FCSA SAN SEWER EASEMENT RR T + �. DRAWING CO.1 _.794' I I SB SF \ P'.1fY ^ 5 10' TEMP. CONSL EASEMENT AC GRASS IP SAN SEWER I EASEMENT -- AC I \ 9$� PVMT IdE�a CIP IP OP 34 I m AC AC BOBAL >� " D SF RR \ -- \�t: T2ii 9t9.46 CRITICAL't ROSION 722 +E= '� !k I =71719 AREALn rs ' INV. .89 ' ' - ^� ` .. „ • RIM-720.3 . RIM=717.33 , I - © ' • -- --� VO? -vmISL UT=7136 -��INV. OUT=710.6%8 yNVIN=710.78 \I• ENR�20" CITY STREAM ESM'T .. - =• - UO REMIAN NDISTURBED I - u. I 3, x- AC, -QRASS x - � AC. PVMT" FINISH FL!n_4 �-� SF 4,44- AC TOTAL. LIMITS OF = 756.00 - 1 AC AC GRATSF CONSTRUCTION AC II u a f AC TOTA ]� SF /} W TOPSOIL + ro \) o RIM= 709 56 ". ---- -- I r I STCi�JCPILE �� u �! INu- N=in 3322 ` S I I C �} \\ R1M= 7 0\ INV. bUT=713.22 gii.'?44 FINISH FLOOR = 75 - ------ -- -- - i X a a f A d GRASS \ _ _ - _ AC MT I ,u$Z A�') SF LC 1 ,` � a4, RIM T 013 AC D C TOTAL ENV OUT=694.3 oc - \ -_ _- I I \ . - T L t PERLINE INFORMATION FROM TRIADENGINEERING = % f 1 y y +y ''' PLA . ❑MI POOLE ADAMS ESTATE DATED 11-6-97, JSF z ar a Y Ta � F ME \ R �� / a'NV 17 B4939n - 1 ,rw 96 - • J v/ u ,r _ •, . ��Q )'. II-�7�, -: '- 31 63� x r a � :: a a S37'03'U5'W 34203jW_ 1. J._L % SF _. _._. --- -- --i - EXIS _ _ - - �---__ - _ - Lu - �,.._...,..._ Iarr:�r - 1-.. 'i- INTERSTATE 81: OSION �F, ,_ 5 A RITICAL ER REA' �} ', r� I'r-Yt/ `i(,,: ' ' r - � � naraBasE 5631100s,DWG : W � �� i t •' BSUP i.+,7.,, CRAWN HECK CAI' CHECKED SAJy 1 • 1` 1 � 1- __ .1!,l� � Z-L-i_r�p-'�••j-' ..1 , 0. C. REVIEW $AJ . _ . _ . _ _ _ - - - -' - _ - _ '_"--_--�- ...�_._.__.�---_.__._..__�"-�- - _ " - -a_.---.._-__._-_' . _. .. _ d-�� L�_1li_�2''tl'IT11•!-'{.!'� F1',� J BRAVING DATE 041999 a--_-___ '-----._ - ... . _ .. ... _ ... JOB _.. ..777777777- NUMBER 5631.20 PRINT ® EROSION AND SEDIMENTATION CONTROL PLAN r 1"_ 100.00' C0.2 ----------------------------------------- GENERAL NOTES 5.00E I jjj I 5. 000 8A0 9.00'9.00'9.00'9.00' 1 1, DIMENSIONAL LAYOUT AS SHOWN IS FROM EDGE OF PAVEMENT, FACE OF I I CURB, FOUNDATION WALL OR OTHER FIXED POINT. 1 PARKING BLOCK (TYP)1 _ I 1 60.00' FUTURE RIGHT OF WAY EASEMENT. PRIOR TO 2. V.D.O.T., WHERE NOTED REFERS TO THE COMMONWEALTH OF VIRGINIA, I > I ANY FUTURE SUBDIVISION OF PARCEL 63-A-86A, THE DEPARTMENT OF TRANSPORTATION, ROAD AND BRIDGE SPECIFICATIONS, DRIVE CONNECTION PER I ~ 1 PROPOSED FUTURE 60,00' RIGHT OF WAY EASEMENT OR LATEST EDITION. V.D.O.T. REQUIREMENTS INDUSTRIAL ACCES ROAD REFER b � � WALK FLUSH WITH I AN APPROPRIATE ALTERNATIVE ALIGNMENT SHALL BE 25.00' (REFER TO DRAWING TO PLANS PREPARED BY V.D.O.T. 1 ti (� L`l C PAVEMENT (TYPICAUl CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK 3. REFER TO DRAWING C4,5 FOR CONCRETE PAVEMENT JOINTING. BUILDING 4/C4,6) COORDINATE SITE WORK WITH I o 0 o COUNTY FOR ACCEPTANCE INTO THE VIRGINIA DEPARTMENT SETBACK ROAD CONSTRUCTION BY OTHERS I o I � OF TRANSPORTATION ROAD SYSTEM 4. MINIMUM RADIUS ON CURVES, ISLANDS IS 5.00E UNLESS OTHERWISE NOTED I I OR CONTROLLED BY DIMENSIONAL LAYOUT, II 40 i HANDICAPPED PARKING 1 o ro I Icn 10,00E SI 1 PROVIDE MARKING AND SIGNAGE I > AGE I CENTER ISLAND ! PER LOCAL REQUIREMENTS 1 2� I� L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J II SETBACK. IN 45.00' DRIVE 45.00E N34°42158'E w _- --�- - DRIVE _ _- _ _ - - m m 5 - - \- _ --- W---------_---.-w--.------ ------ � ----� � co- w _ _ -- - - -_ _ -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - FUTURE 75.00' \ \ i z z I _ _ - f5•14• 7' BUILDING SETBACK \ � m 0 5 GUARDHOUSE \ \ ` r r r F_ AND ISLAND �\ Ir I P,I. 42-� REFER TO 'A' 1 �._._._ ._.� •� o as ^ I e \ DRAWINGS _ • _ . _ . -- \ \ \� x x x o ti R=100.00E '�, .-"_._. - - 378.00' 266.02' \ \ D o 9.00E 108,00E 108.00 9,00E 9y\ \J I £ I m 10 E \ \ 25.00E 8 29 (TYP AT 2 o � LOCATIONS) 8 o DEPRESS CURB \\ \\ \ \ I BUILDING un R=1500' \ SETBACK a j TO 3' HEIGHT 9°36'58' O O AT FIRE ROAD00 72 NinrsY.2a�\ t1 9.OG' D T : 9,Go P.I. �� PARKING AISLE �--0 KEYNOTES AND FIRE ROAD _ 0 0 6 1 FOUNDATION CORNER, 30.00E 31.00 24,04E ; } 20,00' GRAVEL 4 274D' FIRE ROAD 2 EDGE OF PAVEMENT. R=30.00E u?'I RIV i35.04' 34.04` DRIVi 5Q0' 38TYP dy<<�dx 8 20.OU I g e o 8 3 INSIDE FACE OF CURB. -R=30,00E 11 4 FUTURE EXPANSION. n g; • 39 5 3,00' EARTH BERM. _ a o �y I CA P.I. 5, 2�,, ' , - •2� ' 25 17 WAOLK�25 35°50'16' a 1p i, 17 WALK 17 - - �3s2- 3.S I N 26 ro 6 27.00' DRIVE, TYPICAL EACH END. i n i 28.00'x 1000, WALK 25 1 44'S6'40' I 11 7 NON -CLIMBABLE CONCRETE CURB. PER 7/C4.1. u1 1 0 34 79,24' 213.36' p 8 VERTICAL CURB PER 8/C4.1. 1 4 R P'l. w I£ c P.I. 9 INTEGRAL CURB PER 5/C4.1. Z o R=30.00! 60.00')K \ M i 25 PATIO � M M - o N 30,00E n 10 STOP CURB AT SHOULDER TYP EACH SIDE. z I I 1 PI 5 ll ni c� f R=43.00E ca1 27 V? I 11 CENTERLINE RADIUS = 50,00'. w°D 1 11 o I i) r 5 `\`' 27 12 R= 100.00'. ED z w o o Q w N U 0 13 BEGIN INTEGRAL CURB. w a� c_ 24 I 83.001m 132.00' 0 I I 1 �[ w �� c � 14 END INTEGRAL CURB. R=40.00'- 21.00 27 - o IS BEGIN NON -CLIMBABLE CURB. � U � n 3 PI o It = 16 END NON -CLIMBABLE CURB. I I I o_ I V 17 WALK FLUSH WITH PAVEMENT REFER TO DRAWING C2.1. ! 40.00E 53,00E 94.00'm 40.00,x 0 1 PROPOSED BUILDING i 18 5.00E RADIUS TYPICAL EACH END OF ISLAND. 20.00 1 2 13 1 19 60.00' RADIUS TYPICAL EACH END OF ISLAND. I I I 36 20 10.00E WALK. 19 0 27 0 Sr5.00E k'' �i I 21 10.00E x 5' THICK PLAIN CONCRETE WALK ON 4' SUBBASE, t ig Ln o;')079.00'w 11PROVIDE TOOLED JOINTS AT 5'-0' O.C. EACH WAY. 350.50' 97,50E 4.00'x 309.00E 22 6' HIGH INTEGRAL CURB ON WALK SIMILAR TO 5/C4.1. 20 -20.00'x (PAVEMENT AND RECEIVING ROOM SIDE ONLY). 37 1 0 25,00E 9 22 20,00E GRAVEL 23 R = 55.00'. 5 0 FIRE ROAD BUILDING 4 I 24 CONCRETE ISLAND PER 13/C4.3. I I SETBACK 21 37 26 25 REFER TO 'A' SERIES DRAWINGS FOR WALK JOINTING AND 35 r 27 - - 209,00E <19 11,00' SPACES) 15 RELATED DETAILS. 12.00' DRIVE 1) CENTERED ON R=25.00E - J 7 26 STAIRS, REFER TO 'A' DRAWINGS. • x 26 I I I DOOR REFER 'A' 33 DRAWINGS o 5 5 20.00' ID27 CONCRETE PAD AT DOOR REFER TO 'A' DRAWINGS. FOUNDATION FUELING ISLAND 1,. 0 1 o DRIVE cu 28 CONDENSER PLATFORM AND CONCRETE PAD, REFER TO 'S' DRAWINGS. CORNER 'HOLD' FOR LATER 1 27 27 26 °D = 26 16 3 o M ISSUE 28 I R=10,00E ID 29 PROVIDE CURB CONTINUOUS ACROSS BACK OF PARKING. STOP I a n CURBED ISLAND 2.00' SHORT AND PROVIDE 6' PLAIN CONCRETE, I 5 ISO P I 2'-0' WIDE FOR DRAINAGE, REFER TO DRAWING C2.1. R=50.00' 35 � � -R=10.00E 30 ASPHALT PAVEMENT SIMILAR TO 1/C4.1. PROVIDE 7' 14 b o 4 0 4 2 N =1 0' Lri12 BITUMINOUS BASE COURSE. o o a 4 PAINTED LINE u In 16 I I 0 5 31 GUARDRAIL PER 14/C4.3 SET FACE AT V-6' IN FROM EDGE OF £ I 5 R=30.00E Cua N 2 (TYPICAL) o 5 PAVEMENT. COORDINATE INSTALLATION WITH UTILITY WORK R=100.00E P'I' J� 15 0 0 7 J INDICATED ON DRAWING C3.1. / �-R=25.00E 3 32 GUARDRAIL END TERMINAL PER 14/C4.3, 35 136.26E 118,71E 30.00'DRIVE (TYP) 3 7 5 a 15,00E E0 ❑ 33 CURB/WALL AND EMBEDDED METAL FOR COMPACTOR INSTALLATION. JJ P,I. 156.00E m I I 20.00E P, . REFER TO 5/C4.4. R=15.00 03 7 2 R=15.00E 15 NU I 34 4'-0' PERIMETER AGGREGATE THIS AREA SIMILAR TO ll/C4.1. = V Z EDGE OF 32 31 31 M 15.00E C? J¢ 35 GRAVEL AREA SIMILAR TO ll/C4,1, INCLUDING BENEATH 4c (� PAVEMENT 5 CONDENSOR PLATFORM. J Q {}I PAINTED LINE o 3 IL U. (TYPICAL) 7 d 36 PRIOR TO ISLAND INSTALLATION VERIFY TANK FOUNDATION 10.00E I CONSTRUCTION, = Y '0, 330.00' C _. ._._._._._.-._._._-- PROPERTY CORNER 90°010 v -- -- o o 210.00E 409.00E W 0 0' 5.00 FOUNDATION EDGE OF VERIFY ISLAND CORNER PAVEMENT LOCATION WITH 75,00' BUILDING C FIRE MAIN, PIV SETBACK LOCATION, DWG C3.1 �- S37'03'05'W L`{ _- _- -- 1098.84E -- -- --- PAINTED LINE 16 (TYPICAL) 37 DEPRESS CURB TO V HIGH AT 10.00' WALK. REFER TO W a 7 0 DRAWING C21 cJc W 286.00' (26 11.00' SPACES) 75.00' 34.00' O i _ _ _ _ 38 PRECAST PARKING BLOCK PER 3/C4,6 PIN TO ASPHALT WITH J _ _ _ _ _ PARKING FACE AT 2.00' FROM EDGE OF 8,00' WALK. W> O coLU 2 3 39 TAPER CURB TO FLUSH WITH BACK OF WALK. 0 O W ._ 40 MONUMENT SIGN, REFER TO DRAWING CO.1. FIELD VERIFY LOCATION W Z d W L=306.03E -- --�--- -- -- -- R=23106.32 41 TO CLEAR WATER EASEMENT AND 10.00' SIGNAGE SETBACK NITROGEN TANK AND PAD. (REFER TO 'S' DRAWINGS FOR PAD) � = z Z IE 733.43 SITE DEVELOPMENT PLAN APPROVED BY.ZONING ADMINISTRALUR 1'= 50.00' s � DATE SITE PLANSHALL VALID FOR-5 YEARS -FROM DATEOF VAL PROVIDE 6 -0 HIGH CHAINLINK FENCE W/ 6 -0 SINGLE LEAF DATABASE 563120SJ.DWG GATE AS DIRECTED BY OWNER. (REFER TO DRAWING C1.2 FOR BSUP FENCING REQUIREMENTS). DRAWN CADD CHECKED SAJ 42 END OF ISLAND, REFER TO -A' DRAWINGS. D. c. REvtew SAJ DRAWING 041999 1 BUILDING DIMENSIONS NOTED WITH AN ASTERISK DATE ARE FOR GRADING LAYOUT & GENERAL INFORMATION NUMBER 5631.20 ONLY. REFER TO LATER ISSUE 'A' AND 'S' SERIES PRINT DRAWINGS FOR COMPLETE BUILDING DIMENSIONING DATE ----- -- - --- C 1.1 ------------------W_ _ W _- -_-_ ----- II \ \ 1121 \ \ \/- INV,URE 75.00' DING SETBACK 60,00' FUTURE RIGHT OF WAY EASEMENT. PRIOR TOANY FUTURE SUBDIVISION OF PARCEL 63-A-86A, THE PROPOSED FUTURE 60.00' RIGHT OF WAY EASEMENT ORAN APPROPRIATE ALTERNATIVE ALIGNMENT SHALL BECONSTRUCTED ❑R BONDED AND DEDICATED T❑ FREDERICKCOUNTY FOR ACCEPTANCE INTO THE VIRGINIA DEPARTMENT❑F TRANSPORTATION ROAD SYSTEMFUTURE 75.00'BUILDING SETB\ IN=713.69 INV. OUT-713.61 zz- �RIM=717.33 INV. ovT=no.sa I I --\'.NV. !N-710.76 �► . ,� 1 \ \ I RIM=721,00 _JI . •� } _ I / INv. I / INV. oNT=714,na.31 i c. �It> c� �I rc O ' -70955 FENCING 1, 6'-0' CHAINLINK FENCE V � Hui IN=>o3.32 WITH (3) STRANDS BARBED V INV. OUT-703.22 WIRE. � /` / 2. ALUMINUM COATED FABRIC / AND WIRE WITH REMAINDER OF FENCING HOT DIPPED RIM=7➢700 GALVANIZED. Nv. IN=697. ti3 Q 'NV. OJT=697.11 11 3 RAILS IDDLE AND BOTTOM PROVIDE A COMPLETE INSTALLATION FROM U4 \ A SINGLE MANUFACTURER INSTALLED IN \ v ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WASTEWATER PRETREATMENT O o \ \ \ PROPERTY CORNER / IN , IN=& FENCE CORNER \ \ \ 25.00' DOUBLE LEAF FENCING 1 GATE WITH STOP, KEEPER AND LOCKING o 9R1J� HARDWARE o 4 ZpO� Q3 REFER TO DRAWING \ P.I. o CIA FOR ALIGNMENT to PI c 36.32 moo_ � 0' DOS A 3 0' R=100.00' c 4 CD O o a P.I. 1=50.00' o-P R=50.00' 25.00' •I• � y� FENCING --25.00' R=30. 75,00' BUILDING 146,00' 225,00, 55. 0' SETBACK FENCE 20.00' 0 90'0'0 CORNER ARC=470_99' -- - 301.82' - R=23126.32 LAYOUT LINE 1"a 50.00' 25.00' BUILDINGSETBACK f�4�FE NCE CORNER > r INv. ➢u M LAYOUT LINE 12'23'6' / / INV=692.95 INv=692.91 ^INV=692.95 0100 93.10 / INV. OUT=G,90 \--PROPERTY CORNER 0 6'00' Box CULWIPITS Ex. Lift Station 41 m `b ,-0 KEYNOTES 1 EDGE OF 20.00' DRIVE. 2 REFER TO DRAWING C3.2. 3 R = 20.00'. 4 R = 25.00'. APPROVED BY ZONING ADMINISTRATO DATE SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL a• m m!m a, m a, m m o N v 0 m as o 0 0 0 ^ J J J J Q Q Q Q r r r r r r r r i I I i z z z W z z z z rlr r r O: O a J Z Z V d LL z Y IL O F�— J W Wws G O a = Lu H = Z DATABASE 563120SJ.1➢WG CHECKED =SAJ 0, C. REVIEW SAJ GRAVING DATE 041999 JOB NUMBER 5631.201 PRINT DATE C1.2 PRIOR TO ACCESS ROAD CONSTRUCTION GRADE TO MEET EXISTING IN THIS AREA -7` `~Jd INDUSTRIAL ACCES ROAD REFER TO PLANS PREPARED BY V,D,O.T, SITE GRADING AND DRAINAGE PLAN 1•: 50.00' GRADING AND DRAINAGE NOTES 1. MAINTAIN DRAINAGE THROUGH AND ACROSS SITE AT ALL TIMES DURING CONSTRUCTION. 2. REFER TO DRAWING C4.2 FOR STORMWATER DETENTION LAYOUT AMD DETAILS, 3. REFER TO DRAWING C0.2 FOR EROSION AND SEDIMENTATION CONTROL, 4. ELEVATIONS INDICATED ON THIS PLAN REPRESENT FINISH GRADE, DURING ROUGH GRADING GRADE IMPROVED AREAS TO VARIOUS BUIfLDING AND PAVEMENT SUBGRADE ELEVATIONS AS INDICATED ON C4,3 SEfRIES DRAWINGS, GRADE ALL NON -IMPROVED AREAS TO ALLOW FOR LATER PLACEMENT OF 6' OF TOPSOIL, NOTE; REFER TO DRAWING C5.1 FOR APPROXIMATE LOCATIONS AND DEPTHS OF ROCK & SJHALEJ� KEYNOTES r1HEADWALL, '• PER 6/C4.3 IE 18' AND 15' = 738.00. 25,00' WEST OF EDGE/ PAVEMENT. • 2 OUTLET HEADWALL, PER 6/C4.3 IE 727.00 3 RELEASE HEADWALL, PER 5/C4.2 IE 727.25 � 5�q15 ' 4 HEADWALL, PER 6/C4.3 IE 732,00. \ \ 5 STORM MANHOLE PER 13/C4,1. TOP ELEVATION = 744.00 IE 15' IMl & 18, OUT = 739.30 PROVIDE GRATED LID & 6'-0' LG, 15' EXTENSION TO EAST -.-. (PLUG FOR FUTURE CONNECTION). (�f 6 10.00' EARTH BERM, i I 7 3.00' EARTH BERM (SHOULDER) REFER TO DRAWING C1.1. 8 RELEASE HEADWALL, PER 4/C4.2 IE 737.00. .. 9 OUTLET HEADWALL, PER 6/C4,3 IE 736.50 �., 10 NON -DESIGNATED WETLANDS, IDENTIFIED BY FIELD INVESTIGATION. TO REMAN UNDISTURBED, REFER TO DRAWING # C0,2, 11 HEADWALL PER 6/C4,3, IE 30' = 737.50 12 STORM MANHOLE SIMILAR 10 13/C4.1, TOP ELEVATION = 744.50• IE 30' OUT = 738.04, IE 30' IN = 738.04, IE 24' IN = 738.10, IE 15' = 741.00. PROVIDE GRATED LID AND 6'-0'0 BARREL, 13 STORM MANHOLE PER 13/C4.1. TOP ELEVATION = 745.50, IE 30' IN AND OUT = 739.49. PROVIDE GRATED LID AND 6'-0' 30' EXTENSION 'T❑ SOUTHWEST, (PLUG FOR FUTURE CONNECTION). 14 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVATION = 744,50, IE: IS' IN cv AND 24' OUT = 739,00. N v 15 DRAINAGE STRUCTURE PER 17/C4,1. TOP ELEVATION = 744,50, IE 12' IN AND 18' OUT = 739.40 16 DRAINAGE STRUCTURE PER 17/C4.1 TOP ELEVATION = 744.75, IE: 12' OUT c = 739.60• J17 STORM MANHOLE PER 13/C4.1. TOP ELEVATION = 748.50 IE (2) 12' IN AND 15' OUT = 742.60 PROVIDE SOLID LID• W uj 18 STORM MANHOLE PER 13/C4.1, TOP ELEVATION = 748,55. IE 12' IN & OUT = 743,20. PROVIDE SOLID LID. 19 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVATION = 748.00, IE 12' IN x AND OUT = 744,85 V f- 20 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVATION = 74800, IE 12' OUT = 746.05 21 7.00' BERM BEHIND CURB, GRADE BEHIND CURB TO MATCH PAVEMIENT ELEVATION. 22 2.00' DITCH. 23 4.00' DITCH. 24 18' AT 2.07, 65,00 LONG. 25 15' AT 1,50%. 26 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVATION = 744.00 IE 15' OUT = 738.98 60,00' NORTH OF CORNER OF LOT. 27 DRAINAGE STRUCTURE PER 17/C4,1. TOP ELEVATION = 742.00 IE 12' OUT = 733.50, 28 12' AT 5.0%. 29 30' AT 1.07 50.00 LONG, CENTER ON FIRE ROAD. 30 36' AT 1,18%, 87.00' LONG. 31 5.00' LOW FLOW CHANNEL, REFER TO 8/C4,3, 32 8.00' LOW FLOW CHANNEL, REFER TO 8/C4.3. 33 MAINTAIN AND PROTECT EXISTING WATER MAIN, 34 DRAINAGE STRUCTURE PER 17/C4.1 TOP ELEVATION = 746,65, I[E 12' OUT = 743.50 (REFER TO 5/C4.4 FOR LOCATION), 35 DOUBLE TRENCH DRAIN PER 10/C4.3. TOP EL = 748.17. IE 12' !STORM OUT = 746,10, 36 RIP RAP V-0' THICK PER 8/C4.3, j 37 CONCRETE PAD AT DOOR, ELEVATION = 752,67. (REFER 'A' DRAAWINGS). 38 INLETS TOP ELEVATION = 752.50, REFER TO DRAWING C3,1 FOIR PIPING, 39 STAIRS, REFER TO 'A' DRAWINGS. 40 CONCRETE PAD AT DOOR, REFER 'A' DRAWINGS AND MATCH FLOOR { ELEVATION PER 'A' DRAWINGS, { 41 REFER TO 5/C4.4 FOR ADDITIONAL INFORMATION IN THIS AREA. 42 752,50 (PAVEMENT), 752,58 CURB AND WALK REFER TO DRAWIING C1,1, 43 RECEIVING ROOM ELEVATION VARIES, REFER TO 'A' DRAWINGS. 44 EDGE OF HANDICAPPED PARKING, REFER TO DRAWING Cif. 45 CONCRETE PAD FOR NITROGEN TANK, ELEVATION = 755,25. REFER 'S' SERIES DRAWINGS. 5 mmi�mQ, mma,a , 0 o , c Nv ol� CDNG g ��8 r� a"rsa�se,�� syasf�s" - N 0 0 m w z z z Er w w z rry E ui U w d 0 F- o c (J n O Lu ~ X_ L V Z J z J Z V G U. Cc J C z w cc 0 cc 0 W w =3� F_ 2 sZ Z 5 DATABASE 563120SJ.DWG CHECKED SAJ 0, C. REVIEW SAJ DRAwINe 041999 DATE oe 5 NUMBER 631.20 PRINT DATE C2.1 <j 0 91 SITE 1"= 50.01 V. 1: \ RIM=70�12', •� U !NV. IN069d 4d .INV. OUTS-U4.37 Ez., Lit S'tut"aa ~ 7— _ '„' •\• ��r ^ 5-^_ M. ONt$695. ! r _y R / //1Rtv'Vi•Ip,.T9d1O tNV- W.-G93.90 -,3j 8'00' BOX CULVERTS t ,--0 KEYNOTES 1 LAYOUT LINE, REFER TO DRAWING C1.2. 2 CENTERLINE DIKE AT PROPERTY LINE r s i �«g flhu 8i.'�q� e'er"5h�k �_ E Sk v�yyy Y Q �.%Eui SbD�a� I O LLJ F' Z to Z i W W m Z Q W � jQR U Lu d' 00 I U �� y W k ^a x F u q iA �R,C 3 /Z Z V a J OC H O N W OW= ccawc DATABASE Z Z 563120SJDWG BSUF DRAVN I,ADD LNECKED SAJ REVIEW SAJ DRAWING DATE 041999 oB 5631.20 NuneE� PkINT DATE C2.2 GAS MAIN TO CONNECTION,- AT RT. 11 BY Z UTILITY CO., (n fU i cn Iv 68 I GUARD - HOUSE -_ II A OVERHEAD TELEPHONE \ I.E UTILITY COMPANY II I I > EXISTING OvdEAI}---�, LECTRIC TO BE DED BY UTILITY COMP �..I > --I. I \ II II � v � � C11 I I (V11 0 ELECTRICAL KEYNOTES E PROVIDE (1)2- RIGID STEEL CONDUIT WITH (0 I FIRE PSERVICE STUB OUT CONDUIT FROM AND (1) CAT5 ETHERNET CABLE POLE,HEIGHT TODISCONNECT. PROVIDE CLASS K SAOFUTURE MATCHE EXISTING, WITH 0 DOUBLE EXTENSION TO ADDITIONAL ITELIGHTING. TELEPHONE A PROVIDE (4) 2' PVC SCHED 80 CONDUITS WITH PULL AND (2) 2' PVC CONDUITS, (1) WITH (16)118 AND (1) CROSSARM, (1> SINGLE CROSSARM, (3) PIN UTILITY NOTES STRING. STUB UP INSIDE BUILDING IN VENDING WITH PULL STRING. PROVIDE HAND HOLES EVERY 200' INSULATORS,(I) 3-POLE GANG OPERATED INTERRUPTER STORAGE ROOM. COORDINATE GUARDHOUSE STUB UP MINIMUM FOR PRETREATMENT TELE/DATA AND CONTROL SWITCH, (3) FUSE CUTOUTS, AND #6 GROUND WIRE FROM 10'X3/4' GROUND ROD TO (3) LIGHTNING 1, COORDINATE WORK SHOWN WITH OTHER UTILITIES, STORM SEWER SYSTlEM AS LOCATION WITH GUARDHOUSE CONSTRUCTION, WIRING. ARRESTERS. PROVIDE ALL COMPONENTS NECESSARY TO INDICATED ON DRAWING C2.1. PROVIDE ALL BENDS, OFFSETS AND ETC. B PROVIDE (1) 1' PVC SCHD 80 CONDUIT W/ F PROVIDE (3)4' RIGID STEEL CONDUiTS WITH PULL COMPLETE INSTALLATION. LOCATE POLE IN LINE WITH REQUIRED DUE TO COORDINATION WHETHER INDICATED ON DRAWINGS OOR NOT. (2)#8,#BG. ALL BENDS GREATER THAN 45' TO BE STRING FOR BUILDING SERVICE CABLES. EXISTING OVERHEAD LINE. PROVIDE OVERHEAD 7 RIGID STEEL. STUB UP INSIDE BUILDING IN CONDUCTORS TO METERING POLE TO MATCH INCOMING 2. WATER TAPS, SANITARY SEWER TAPS TO BE IN STRICT ACCORDANCE WITH FREDERICK COUNTY RFQUIREMENTS. VERIFY THESE REQUIREMENTS PRICIR TO UTILITY COMPANY CONDUCTORS AND TERMINATE ON STORAGE ROOM. G PROVIDE (2)4' RIGID STEEL CONDUITS WITH PULL STRING FOR FIRE PUMP SERVICE CABLES. BUILDING SERVICE DISCONNECT POLE. BIDDING AND PROVID-: ALL MATERIALS AND INSTALLATIONS NOT FURNIISHED ,b BY COUNTY CONTRA;.'Llf TO MAKE ALL ARRANGEMENTS, PAY ALL FEES IN u C PROVIDE (2) 2' PVC SCHED 80 CONDUITS WITH CONNECTION WITH THIS WORK. PULL STRING FOR POWER AND CONIROL TO FUEL H PROVIDE (2)4' RIGID STEEL CONDUITS WITH PULL J BUILDING SERVICE DISCONNECT. PROVIDE CLASS 2 ISLAND PUMPS. STRING FOR TELEPHONE/DATA SERVICE AND (1) 2' POLE, HEIGHT TO MATCH EXISTING, WITH (1) DOUBLE { RIGID STEEL CONDUIT WITH PULL STRING FOR CROSSARM, (3) DEAD END ASSEMBLIES,(1) 3-POLE GANG 3. REFER TO 'E' '�RIES DRAWINGS FOR SITE LIGHTING SPECIFICATIONS, D PROVIDE (t) 1' PVC SCHD 80 CONDUIT W/ UTILITY METERING CONTROL WIRES. OPERATED INTERRUPTER SWITCH AND POWER FUSE BRANCH CIRC'',TRY REQUIREMENTS, POLE BASE DETAILS, MAIN FL,ECTRI(C ` ASSEMBLY, #6 GROUND WIRE FROM 10'X3/4' GROUND AND TELEPHONE SERVICE REQUIREMENTS. +'\ (2)#8,#BG: ALL BENDS GREATER THAN 45' TO BE 4 I V ROD 70 (3) LIGHTNING ARRESTERS, DOWN GUY AND I tIGID STEEL. . ECSA REFERS TO FREDERICK COUNTY SANITATION AUTHORITY. ANCHOR. PROVIDE ALL COMPONENTS NECESSARY TO N COMPLETE INSTALLATION. LOCATE POLE IN LINE WITH I 1 I EXISTING OVERHEAD LINE.- ' N34.42'58'E--' ---7�- - - - - w - - - KEYNOTES - - - - - - - - 733 f- N \ \ \ 1 B'x8'x6' TEE, THRUST BLOCK. 2 FIRE HYDRANT, 6' VALVE WITH BOX TO GRADE, THRUST BLOCK, 2) P'IPE GUARDS. IN ACCORDANCE WITH 1 / !}/ !/ `.,\.,_ \'`�.•.-. --_ ��-=="�_-`-__,•. [HE-i•-tNES�.' \ I ALL REQUIREMENTS 3 45' BEND, THRUST BLOCK. 2, THE ONTRACTOR SHALL OORDINATE WITH, E FOR INSPECTION \ \ ,� 4 10.00'. HE AUTHORITY. \ 5 FIRE PROTECTION ABOVE SANITARY SEWER. 3. HE SANITATION AU ORITY SHALL TAP ALL 11 ATER LINES. THEY WILL FURNISH TH MATERIALS FOR AND MAK THE CONTRACTOR " 6 90' BEND, THRUST BLOCK. MUST MAKE APPLL ATION FOR AND PAY THE I I S DRK. \ �?-\ 7 FIRE MAIN BELOW CULVERT, REFER TO DRAWING C2,1. PROVIDE 18' WINIMUM SEPARATION. \`T 4. THE CONTRA( iA SHALL TIE-IN A NEW LIN TING MA LE BY �L CORE DRILLI THE MANHOLE. 72 _ II r _ \ 8 22-1/2' BEND, THRUST BLOCK. f = - ------•---- == S.`' DOUBLE HECK VALVE B%AL OW P EVENT YI IO TO HE 9 OMIT PIPE GUJ•PDS. ON ANY LINE (OR DD STIC> I ;I INTO BUILDING. TH AS MBLY IS TO MEET STAN RD 3 IF THE 10 11-1/4' BEND, THRUST BLOCK. -- ASS Y IS MOUNTED INS BUIL➢I A T D T ISNREQUIRED, "-- - RIM-721.20 11 FIRE PROTECTION ABOVE SANITARY AND PROCESS SEWER. Y A 9 ` 2 `')."� ��-- ._\ II ! �> .,•`� !NV. N. 0.59 12 FOUNDATION CORNER. \� \\� ^ I II I� I r ��.cP� a g...._ 6 1 I I � .��'� � � - -=7 � �--' 13 EDGE OF PAVEMENT. �.. �i%, \ `• "` \` \. `.\ '`•` \ \,`` •..,, 12 _-- -. i EXITING AND ENTERING BUILDING. (INCLUDING EXTERIOR CLEANOUTS). \ .� �, 14 REFER TO 'P' DRAWINGS FOR LOCATION OF UNDERGROUN. UTILITIES q6' 9�00 \ \ \ 4 6 �.. 9 D0 U0 f.. ''� �� -�\ / 15 PROCESS MANHOLE PER 13/C4.1, TOP ELEVATION = 749.10, IE 10' IN AND OUT = 743.12 T '-- �`, I 16 PROCESS MANHOLE PER 13/C4,1, TOP ELEVATION = 746.15, IE (2) 10" IN = 739.9Q IE B �d \ �� i _ 12 OUT = 739.73. _. I,V8. , 1 _4\,• ab gb �• -- _ 17 PROCESS MANHOLE PER 13/C41, TOP ELEVATION = 746.45, IE 12' INJ AND OUT = 738.23. Q. 8 \ 19 PROCESS MANHOLE PER 13/C4.1, TOP ELEVATION = 747.7, IE 10' IN AND OUT = 736,73. ry 50 \��,-. _ -- __, �_� 19 PROCESS MANHOLE PER 13/C41, TOP ELEVATION = 745.6, IE 10' IN AND OUT = 73 4 `.16. 1 I `P.LV, r. j 39 - - � y ! u 43 - $' _ 20 IE 10' PROCESS = 743.00, IE 6' SANITARY = 741.94. __� 42 14 24' 2 �� v7 �% ,.,,,,_1 \. 21 SANITARY MANHOLE PER 13/C4.1, TOP ELEVATION = 749.85, IE 6' [NJ AND OUT = 741.70. 8 \@ .30'. ` 2 / 3 22 SANITARY MANHOLE PER 33/C41 TOP ELEVATION 747.00, IE 6' [NJ AND OUT = 739.29. 52 f au - 44 14 \ �' 0' 'J fV 23 SANITARY MANHOLE (DROP) PER 12/C4.3, TOP ELEVATION = 745.88, IE 6' IN AND OU' _ 1 c •11 1 6 ADWA PER > B• \ 736.88, IE 4' IN 742.50. ��_ ' \ 1 $, �' -_v 1 6/C4,3 E 24' �o a, n0 I \ = 7 5 O 24 SANITARY MANHOLE PER 13/C41 TOP ELEVATION = 746.60, IE 6' INM AND OUT = 734.27. _� `� \ �""'•' __._ � w. ' '-••�"- �- � 25 SANITARY MANHOLE PER 13/C4.1, TOP ELEVATON = 745,50, IE 6' INJ AND OUT = 730.91 2. 12 26 SANITARY BELOW PROCESS, CW AND UNDERGROUND TELEPHONE. (]• STORM \ i 27 IE 4' SANITARY - 742.83, IE 12' PROCESS - 739.13. -7� \ 37 5' 7. 5 14 ~\'�(,14)IE 24' STOR �'� i 28 STORM MANHOLE PER 13/C4.1, TOP ELEVATION = 748.70, IE 30' IN FAN➢ OUT = 743.83. 1.9 ❑ S _ A V.J = 746.59 \ I 3 29 IE 30' STORM = 744,39, IE 10' PROCESS = 742.65, i � `��.,, UI 30 IE 30' STORM 744.41, IE 6' SANITARY 741.211. �r 7 55 � IE 4' SANI ARY � ` � �`�----�1 '---._~� 31 FIRE PROTECTION ABOVE STORM SEWER. I 749,67SA 1'4 ` 1 32 GRIT CHAMBER PER 3/C4.4. IE 6' IN = 749.05, IE 6' OUT = 748.80. O- FIRE Pf�TECTI 14 1 tj RISER NOTE, 'INSTALL PARKING' SIGNS I 33 OIL/WATER SEPARATOR PER 6/C4.4. IE 6' 748.37 IE 6' OUT = 748.29. 8' @ 12.6% % \ PER --CO UNTY REQU PARKING' AT FIRE 1 1.00, j i \ YDRANTS, SPRINK ER CONNECTIONS - �- 34 IE 4' SANITARY = 753.50. / AND ACCESS P❑IN S TO FIRE LANE. 1 ' @ 1.0% ���'"'-•----'-"',. .. 35 IE 8' STORM = 754,09, 36 CLEANOUT IE 8' STORM - 749,65. RECEIVING ROOM -FINISH // / 37 IE 4' SANITARY = 751.33, IE 8' STORM - 748.85. 53 P `�O S 115@/ FLOOR = 756.00 '� PROPOSED L O BUILDING _ \ 38 STORM MANHOLE PER 13/C4.1 TOP ELEVATION = 752.50, IE 8' AND 10' IN - 747,75, 14 69 57 - F"INISH FLOOR = 752.67 10' STORM AT 2.0% I `� _ IE 15. OUT = 747.33. G 58 ' 7 `- EXTEND TO DROP a IE 6' PROCESS CONNECTION R 12' vi 39 STORM MANHOLE PER 13/C4.1 WITH GRATED LID). TOP ELEVATION = 748.25 IE 15' 748.17 /lam I .00, U IN AND OUT = 742.87, IE 10' IN = 745.04. 4 _ 14 10' CW IN TO BUILDIN --t , STORM WITH WYE. IE 10' STORM REFER ❑ DRAWING \ (� 59 33 Tu FIRE DEPARTMENT C❑NNcCTION, 14 = 746.15 IE 12' = 743.02 C4.4 FO DOUBLE I 40 15' STORM a 3.57%. --- 8' FIRE PROTECTION ❑1„ "T❑ ON REFER T❑ DKAWING �>> SITE LOOP. 14 C2.1 AND 5/-4.4 TRENCH DRAIN AND 15.00' 41 10' STORM a 2.0% v _ - - `y PROCES PIPING THIS cc AREA 2 I c 42 IE 8' STORM = 748.34, EXTEND TI 10' MAIN. INCREASE MAIN FROM 8' TO 10' AT IE 4' SANITARY I CONNECTION FROM THIS BUILDING LINE. PROVIDE ALL BENDS, FITTIINGS AND TRANSITIONS SWITCHGEAR O U v7 60 F AND TRANSFORMERS = 746.15 14 I - p H REQUIRED, v w I I 73 62 6' NITARY / -C a3 STORM a 2.oX. $'x8'x8' TEE 1 J T ""z 1 w 44 IE 8' STORM = 749,64. (v 53 C IE 10' Page Ss = 744.2 1A �j TRUST BLOCK I v P4 $. = J 2 14 p 1 14 IE 8' D - z 45 CONNECT TO 15' STORM STUBBED OUT OF INLET AT IE 739.30, REEFER TO DRAWING C2.1. Z a,1 1=742.00 D• 46 4' SANITARY ABOVE 12' STORM REFER TO DRAWING C21. a (I K 1 IE lM IE 10' PRg14 SS _ 4 _ 54 // --- _ 47.19 14 = 742.61 _ -/ Q 47 8'x8'x8' TEE THRUST BLOCK. 8' VALVE WITH POST INDICATOR. r ` `"2• 10,00' „rr,.,//r'' 48 FIRE DEPARTMENT CONNECTION PER 4/C4.4. SET, AT 10.00' FROM EIDGE OF PAVEMENT. Z I I I II FP 52 $' S4 I 49 10' CW AND 8' TO FIRE DEPARTMENT CONNECTION BELOW 8' FIRE PROTECTION. 7 -- 6 12.00' P I 10' @ 2.77% P11 748\-� c - o -IDS I 66 10' @ 3 2.80/. _ 1,80% 50 10' TAP ON EXISTING 20' WATER PER COUNTY REQUIREMENTS. (TAFP BY FCSA). 1 0 5. (U I I 2 ��'I - " 53.00, _ - 74 ,K 5.00' 208.0 ' 55.00' 51 6' TAP ON EXISTING 20' WATER PER COUNTY REQUIREMENTS. (TAP' BY FCSA). `\Luz �- 2 (U 2 2. 2 0 ---- -� 5 �� 5 52 PUBLIC HYDRANT PER COUNTY REQUIREMENTS. SET AT 10.00' FROM EDGE OF PAVEMENT. y £ I 70 59 �` °ISO !�13,i�, 16 111 ml 71 2 64 �\ 1625 53 WATER FIREMAINS BELOW ELECTRIC AND TELEPHONE. - 9' I ~~ v 12' 0.50% v c X ' ` 10 @ 1.0% 54 V CONDUIT FOR SUPERVISORY, REFER TO 'E' DRAWINGS. Li I I �����Lpp•��?�L�VE BEHIND 63 p N GUARDRAIL REFER ,.�, 00 _.. _ ...._..-_........-. _--- -`-'� 55 STORM MANHOLE PER 13/C4.1. TOP ELEVATION = 743.0, IE 24' IN AND OUT = 739.00. W TO DRAWING C1.1 / 3 / 6' @ 1.12 o 0 6" @ @ 1.12% 4 g ' .g1 1,12% �\ I E C• 30 0 5 J 1.12% 56 FIRE PROTECTION BELOW 24' STORM, PROVIDE 18' MINIMUM SEPARRATION. 1 00' _ g• - Lri 72 11 C, OVE \ 0 22 CD 745 23 74` 17 61 Fp _( ) 24 P.LV. 26 57 AREA DRAIN, TOP ELEVATION = 751.50V/ 0 IE 6' OUT = 750.80, PRO[DE JR SMITH P..V. 54 `� K 13gr? ! #2255, 6 UTLET. PROVIDE TRANSITI N TO 8 0 ALL FITTINGS R2EQUIRED. - 6, 5i. iS I 19 _ 58 CL EANOUT, IE 8' = 750.05. 15 21 28 i�iFz =- = -=` = = `" - P 4 59 8' DUCTILE IRON AT 1.0%. // Q OUTLET 8' IN 50,00't 1 6 . / DITCH AT IE �- -- + 60 TELEPHONE, ELECTRIC, FIRE PROTECTION AND WATER BELOW STOR2M FROM AREA DRAIN. I 747.35 1 135.00' 47 0 61 INLET PER 17/C4.1, TOP ELEVATION 752.50, ]E 8' IN AND OUT = 748.95. . -- o I v (u .00' 17,003 NC -.. . ..--�'` m 62 INLET PER 17/C4.1, TOP ELEVATION 752.50, IE 8' OUT = 749.25 iEXTEND 8' DUCTILE y 31 ro IRON TO ADJACENT INLET AT 1.0%. REFER TO 1/C4. �r r n 1 i _ FOR PROFILE ❑ h----. j M I �- �uj �, 63 8' VALVE WITH BOX TO GRADE (ON 8' STORM LINE) SET AT 3.5(0' FROM EDGE OF WATER FROM COUP Y �rY n „ PAVEMENT. (FURNISH <2) HANDLED VALVE OPERATORS TOOWNER)). MAIN TO BUILDING $- `_=�-/ ( �j� �t 64 CONNECT 8' PROCESS TO 12' PROCESS MAIN WITH WYE CONNECTIOON AT IE 639.30. �_ 0' 65 PROCESS BELOW STORM. REFER DRAWING C2.1. - "'--•----�`._:Y--�.-----..._..�,�,�.._.,._._„ , �1�_-� ,,`__^".•=fir �..�"=-�•' � � " p� ^� r'- 66 PROCESS SEWERS POLYPROPYLENE PIPE FROM BUILDING TO FIRST' MANHOLE. REFER TO 0.010" - =�� _ - - - - J� '` �� SPECIFICATION SECTION 02710. - 1 r % =-L 6. 3' 67 GAS METER SET, BY UTILITY COMPANY. ��S37.OXO5'W""1098,84' ,, 68 GAS MAIN (IN EASEMENT) BY UTILITY COMPANY. LJ, 5 ` - . _ - 69 IE 8' STORM = 750,55, IE 6' PROCESS = 749,25. IE 73�,43 _ / - .. i _ • , .' , - . - - - - _' _ 70 FIRE PROTECTION BELOW STORM. 4 4' CONNECT TO 30' STUB INSIDE OF CURB ACE 71 IE 15' STORM= 741.65, I_ 12' PROCESS = 7?9.17, REFER TO DRAWING C2.1. FIRE PROTECTION LINES T❑ BE PRIVATL �® SITE UTILITY PLAN UPSTREAM OF INLET AT 72 IE 15' STORM = 741.55, IE 6' SAN ARY = 735.97. REFER TO DRJAWTNG C2,1. IE 739.55 REFER TO DRAWING REFER TO DRAWING C3.2 SEVER MAIN TO BE PRIVATE I r -_ 50.00' C2.1 FOR CONTINUATION OF 73 FSCA WATER EASEMENT, REFER IC '/,4.6. s - PROCESS AND SANITARY SEWERS, TELEPHONE AND 74 CENTER FIRE HYDRANT IN ISLAND r 5'-0' HACK FF. ENi DOMESTIC WATER co IV 3 ahl�e.�he€ agg�r�frfrss8�_ - bk�s���"ao� 0 L W H- Z 0 Z ir W m Z L u EZ rr Lu R U iY o r t U W n N ZF N N x L S � ;E::; �Q o 3 h� = Q Z a� LL = Lu d J � G W = uj_ a. LU i Z DATABASE 563120SJ.DWG BSUP BRAWN_ CADD CHECKED SAJ Q. C. REVIEW SAJ °RA` DAiE 1E 061899 JOB NUMBER 61131.20 PRINT DATE C3.1 r;; UTILITY NOTES 1. REFER TO DRAWING C3.1 FOR REMAINDER OF SITE UTILITY WORK. 2, REFER TO DRAWING C1,2 AND C2.2 FOR LAYOUT AND GRADING. 3. PRIOR TO CONSTRUCTION FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING SANITARY SEWER. 77 ._..r--.- - ---------------- II ,rOKEYNOTES �- — I I 1 WASTEWATER PRETREATMENT AS SHOWN IS NOT INCLUDED IN WORK o THiS DRAWING, REFER TO LATER ISSUE PLANS FOR z WASTEWATER PRETREATMENT PREPARED B I I IJN I INDICATED ON ' , .-' -" •,,. WA A Y' A.D., SYSTEMS INC. w s u .. _,2 EXISTING CITY SEWER TO REMAIN UNDISTUIRBED, "' I I 3 REFER TO DRAWING C3.1 FOR LAYOUT OF PROCESS AND SANITARY � H H SEWERS AND DOMESTIC WATER. 724 _....._ 4 Iv, PROVIDE <1>2' RIGID STEEL CONDUIT WITHI (4) m I I TELEPHONE LINES AND (2) 2' PVC CONDUHTS, (1) a a a WITH (16)#8 AND (1) WITH PULL STRING. (PROVIDE > c=i ci ci HAND HOLES EVERY 200' MINIMUM FOR PRETREATMENT a M TELE/DATA AND CONTROL WIRING. I I 1 5 LAYOUT' LINE, REFER TO DRAWING C1,2, I I I 6 12' @ 0,50% TO LIFT STATION. VERIFY LIFT STATION LOCATION WITH PLANS PREPARED BY ADI SYSTEMS INC. RIM-726.74 NV. IN-718.89 - • I I 7 12' @ 1.0% FROM DISPERSON MANHOLE, REFEER TO PLANS PREPARED BY `INOPT-718.79 r - - , . I I ADI SYSTEMS INC. 1-4 8 PROVIDE (2)4' CONDUITS FROM UTILITY COMPANY TRANSFORMER TO �sqr� .---. - I .L' WITH IN 10'-0' OF CONTROL BUILDING. CONDUIT INTO BUILDING BY I I WASTEWATER FROM — UTILITY COMPANY TRANSFORMER IN FURNISHED EQUIPMENT IBUILDING. DI E WITH UTILITY g COMPANY AND WASTEWATER TREATMENT CONTRACTOR. M «py I Z 9 POLE BY UTILITY COMPANY, � 9 �✓ _ _ I I 10 CONTROL BUILDING. x s = 11 REFEER TO DRAWING C3.1 FOR ALIGNMENT. ° RIM ,�.33 INV, OUT 7i0.66 I I - 7 -� �: • L � - - ..� INV. 1N=770. 6~ . , �• -.-.. ......_ �- _. - - 0 or \ 2 ..-.... \ II \ I I I E w \ I;I ,m \ i w z � \ -9d 7 _ ...-_ 9 Z \ \ ll � ,4 wNo_ -INV. QUT=7, 4.3Y 4.� - . - .. , _ - • `' \ 7 EXISTING 15' COUNTY v ��n c \ / i SANITARY SEWER..._.-......... w�� x EXISTING COUNTY MANHOLE \ RIM = 707,0t SAN TAR MA HOL PER 13/C4,1 \ ^� IE 15' IN = 697,31 TOP LE = 09.5 %RI =70055 IE 15' OUT = 697.1t ` './ INV, i,V=703.32 SAM LING AN GAUG G 12 IN O T = 03,37 INV. OUT=7g3.2a , A� MAN LE PER 8/C4,4. 2' @ 1.0/ TOP LEV = 36,50 IE 12 IN=73,31j� / IE 12 OUT = 23.00 / O RIM=7 AO INV. -697.31 - ° ` SANI RY MANH E Q OUT=697 2 (5'-0' SIMILAR p TO 1 /C4.1) T \, _ 0 IE 6' IN 7& 62' OUT 700 \ .,\ DROP CORNEC,TION � _--- A ARY M HOLE PER 13/C ,1 - 724,08 , T❑ EXISTING 14ANHOLE � � • W P ELE - 736,5 ' \ PER COUNTY REQUIREMEtgTS �n2' uui IE; 6' &1 OUT 241.97 E 1 N = 732J0 / \ \ IE 12' IN = 703,07 ' EXISTING,+.15' C UNTY S N T RY M HOLE E 13/ TOP LEV 737. 0 SANITARY S€WE J I I & UT = 7,5 80.0 I. INV. 00T 69437 Ex,Uft i0 ----- __--•. S6.0 '—.._ , /nor ) „f'i�v =89�5. 6' 12% A �' IN 6o 0,U-695.60 ! /' 8,00' ON LINE 11 HY R c - SANITARY MANHOLE - J Z _-7 _-� 12R�4,3)ANHOLE PERT V 0 �^ IE 12' = 733.50' 0 4 -- 737 l 7 1 �'/ TOP ELEV = 732,00 LL CC 8 ��// r. IE 12' IN = 722.40 _` 12' @ J 0.5 '. ��c--QH— 12' @ 0, 7 I WASTEWATER I J . 10 1 6 PRETREATMENT d 2 H 7 RO ESS MANH E PER /C4,I = - W / / lu co IE 1 IN AN OUT = 734.66 " Y - 1 LIFT t+� / / /f; J Q U) W _ I W Z IL Lu _ _---. --- ----.._ ---�. _ INV>692.9B ��' • _� _ / // /R� =692.95• - f _ _ r _ _ ..... ..... R=23126.32 T INw=I7o, a. o = Z f-- S34'2393'W _ .... -... / / �tl 7 DATABASE 563120SJ.DWG _ _ _ _ _ / 'NY.; C'1:.-.693.9t1 ; t BSUP .. ..................................-..._:....:......:..-._.-........ .. .-. _.-........ .._ .. _.,...._ .I/',.., _ _.. - _ DRAWN CADD ._-.. .. _. - .....-_....... _ ... _.... ........ .. .l. �. ... _... _.-. '. ..._..........._-.........._.............. _....... .. .. _....-, ... .. ........ -..... ,... ...... _-.... .. ... '� :'1''... ...... ,-....-.. / , r CHECKED SAJ .-.. _ .., «._. .... .. .... ..._..........._....-......._..........- ............ ..... _....... ...,.. .. .._..-..._.....-_.- _..-.... .... _._ r PROCESS MANHOLE PER 13/C4.1 f ' D. C. REVIEW TOP ELEV = 738,50 —(3) 6'xi0' BOY, CULVERTS DRAWING 061899 IE 12' IN & OUT = 733.16 / J°B 5637.20 NUMBER SITE UTILITY PLAN PRINTE T 3/4' EXPANSION JOINT HOLD TO MINIMUM REQUIRED 1/8' RADIUS TOOLED FOR PIPE INSTALLATION JOINT, SEAL AS EXPANSION CAP 3'-0' EARTH _ SPECIFIED COMPACTED GRANULAR FINISH GRADE BERM I PAVEMENT BACKFILL TO SUBGRADE MINIMUM LIMIT PER PLAN 1/2 PAVEMENT BENEATH PAVED AREAS.- OF VERTICAL 1/4'/FT 1'0 SMOOTH DOWELS DEPTH 1'-6' LONG @ 1'-0' COMPACTED EARTHEN TRENCH WALLS P�PN _ID_ = OC GREASE EXP END DOWEL BASKET MATERIAL ALL OTHER EXPANSI❑N J❑INT GRANULAR BACKFILL (CL II OR III ASTM 1'-0' D-2321) 90% COMPACTION INITIAL (ASTM D-698) BACKFILL 1/4'x2' SAWED JOINT SEAL AS SPECIFIED HAUNCHING SECTION 10 BEDDING MATERIAL O o TO 1/2 OUTSIDE 6' BEDDING PAVEMENT SHOULDER C4,1 •,gig _ 1/2 PAVEMENT .IAMETER OF CONDUIT °° $° CLASS II MATERIAL DEPTH - - PER ASTM D-2321 #5 BAR 3'-0' LONG AT 2'-6' OC (TIED BRICK BATS OR BOLSTERS PIPE UNDISTURBED EARTH JOINT ONLY) CONTRACTION J❑INT BEDDING MATERIAL: CRUSHED LIMESTONE, CRUSHED GRAVEL, SIZE 67, ASTM D-448. 1/8' RADIUS TOOLED JOINT & 3'-0' r 1/4'xl' SEALANT RESERVOIR, 2'x6' - PRESSURE PROVIDE HOOK BOLTS OR SEAL AS SPECIFIED. SECTION 14 TREATED WOOD EXTERIOR BUILDING 5/8' DEFORMED BARS C4.1 AWPB LP-22 SEE PLAN WALL 3'-0' LONG AT 1'-6' OC 1-1/2'xl' KEY FLEXIBLE PIPE BEDDING & BACKFILL FOR ELEV (TIED JOINT ONLY) 1/2 PAVEMENT gjf1/4'/FT. DEPTH v SEE PLAN FOR LOCATION OF FpF.MED JOINT TIED JOINTS HOLD TO MINIMUM REQUIRED - CONSTRUCTION JOINT FOR PIPE INSTALLATION 6 MIL. POLY SHEET K 4' CRUSHED STONE - #57'S DETAIL 6 COMPACTED GRANULAR (ASTM D 448) BACKFILL TO SUBGRADE PAVEMENT JOINTING DETAILS C4.1 BENEATH PAVED AREAS, MINIMUM LIMIT OF 2'-0' LG STD STEEL CONSTRUCTION STAKES COMPACTED EARTHEN VERTICAL TRENCH WITH HOLES FOR NAILING, @ 4'-0' OC MATERIAL ALL OTHER WALLS & GRANULAR (USE ONLY GALVANIZED NAILS) AREAS. _ r BACKFILL COMPACTED GRANULAR INITIAL SECTION BACKFILL BACKFILL PERIMETER AGGREGATE C4,1 =li 3'CL BEDDING MATERIAL HAUNCHING 1/2' RADIUS BE DIN OUTSIDE SEE PLAN FOR ° $° 6' BEDDING PAVEMENT ELEVATION,42'x4' <TYPICAL) DIAMETER OF CONDUITo PIPE UNDISTURBED EARTH 2 #5 CONCRETE CONCRETE DOME TOP PAVEMENT °w KEY SECTION 15 RIGID PIPE BEDDING 8 BACKFILL (CLASS BI C4.1 #4----'#4 @ 1'-6' OC 6'@ STEEL PIPE 2'-0' (SCHED 40). FILLED `z SOLID WITH CONCRETE v FINISH GRADE PROVIDE FORMED JOINTS IN CURB TO MATCH PAVEMENT JOINTING. 1/2' STOP REINF @ EXPANSION JOINT WADE 8300 MF 2'-0' SQ CLEANOUT 1- PAVEMENT SECTION 7 CLEANOUT BOX CONCRETE - _ - PAVEMENT FINISH GRADE zo rr I NON -CLIMBABLE CURB C4.1 J: __r o A a,. H'. WHERE ABUTTING ASPHALT PAVEMENT, PROVIDE TACK COAT AND ASPHALT SEAL, 4'0 CLEANOUT STACK TO WHERE ABUTTING CONCRETE SEWER. PROVIDE ALL 3/4' RADIUS PAVEMENT, PROVIDE 1/2' EXP REQUIRED BENDS, REDUCERS DETAIL l2 (TYrhAL) JOINT MATERIAL AND SEALANT. AND TRANSITIONS SEE PLAN FOR PIPE GUARD C4,1 PV11T ELEV 6' FINISH GRADE DETAIL 16 = ¢ EXTERIOR CLEANOUT TO GRADE - -� C4.1 an P° ASPHALT SEAL ,n - - r to NEENAH #R-3238 FRAME & G ATE <DS) %STACK COAT „ °I" #4 BARS @ NEENAH #R-1664 FRAME & LID 'MH) FINISH GRADE o OO 2'-0' OC NEENAH #R-3350 TACKCOAT & ASPHALT SEAL (PVMT OR EARTH) - _ _ FRAME & GRATE (ASPHALT PAVEMENT) �I- THICKENED EDGE & EXP JT m— BRICK & GROUT AS (CONCRETE PAVEMENT) MANHOLE #5 BAR CONTINUOUS Qu READ 12' MAX COMPACTED GRANULAR BRICK & GROUT TOP & BOTTOM - - BACKFILL BENEATH AS READ, l'-0' MAX m FINISH GRADE PVMT & SLABS ECCENTRIC TOP PROVIDE EXPANSION JOINTS UNDISTURBED EARTH - _ 2' TYP ALL SECTION @ AROUND OC, FORMED CONTRACTION GASKETED JOINTS JOINTS @ 10'-0' OC CONFORMING TOFOR DRAINAGE JOINT STRUCTURES IN ASTM C-443 SECTION g F PAVED AREAS SEAL ALL LIFTING VERTICAL CONCRETE CURB C4.1 t� 4' PERF PVC DRAIN PROVIDE PERF HOLES (TYP) 8' 2'-6' 8' PVC DRAINS TYP 5'-0' LG TYP (4) SIDES 4'-0' MANHOLE STEPS SQUARE WITH 2' OF 3/4' STONE @ (4) SIDES WITH a TOP OF DRAIN 2' NEENAH #R-1982-J ALL AROUND, CAP ENDS. BELOW SUBGRADE OR EQ, l'-0' OC (IN PAVED AREAS ONLY) 4' (TYP) O '# --------- ELEV, DRAINS TOBE 4'-0' LG WITH PRECAST CONCRETE 2' OF 3/4' STONE MANHOLE SECTIONS PAVEMENT JOINTING -- - ALL AROUND, CAP ASTM C-478 PER PLAN ENDS. RADIAL LINE QJo CONCRETE BASE ,X,11-1 #4 BARS @ 8' EACH 2'x4' KEY (TYP) = 1' BATTER - SMOOTH CHANNEL 90° 'X' X' WAY - BOTTOM & WALLS UNDISTURBED EARTH - - TO TOP OF PIPE a _ EDGE OF EDGE OF 1. SEE PLAN FOR TOP ELEVATION, PIPE SIZE, il _ _ _ PAVEMENT PAVEMENT INVERT, AND ORIENTATION. - - IIm m_m_ _ .- n m�rr 2. PRECAST STRUCTURE EQUAL TO LOCAL OR 1'-0' MAX 1'-0' MIN UNDISTURBED EARTH IF 'X' IN EITHER DIRECTION IS STATE DEPARTMENT OF TRANSPORTATION LESS THAN 5'-0-, CONRIRUCT STANDARDS MAY BE SUBSTITU,'ED FOR CAST 8' MIN JOINT AS SHOWN BY DASHED LINE. IN PLACE PROVIDED FREE OPEN AREA OF SPECIFIED GRATE IS MAINTAINED. ASEE ND PLAORSCHEDULE FOR PIPE SIZE(S), INVERTS, ORIENTATION DETAIL DETAIL 17 PAVEMENT EDGE EDGE JOINTING C4,1 CONCRETE DRAINAGE STRUCTURE CONCRETE DRAINAGE STRUCTURE C4.1E DETAIL _ 13 MANHOLE IMHI / DRAINAGE STRUCTURE IDS) C4,1 COMPACTED SUB _2' SURFACE COURSE TACK COAT Y O 5' BITUMINOUS BASE COURSE LIGHT DUTY DETAIL TYPICAL ASPHALT PAVEMENT SECTION C4.1 �4' SUBBASE COMPACTED SUBGRADIE SECTION" r2 TYPICAL CONCRETE PAVEMENT C4,1 IIII—III III_III-1 ' ;Iili III a 1'-0' 2'-0' PROVIDE THIS SECTION AT ALL DISCONTINUOUS FPVMT EDGES, WHERE ABUTTING BUILDING WALL OR OTHIER FIXED OBJECTS PROVIDE 1/2' EXP JT AND SEALANT. SEE TYPICAL CONC PVMT SECTION FOR REINFORCING, THICKNESS AND SUBBASE REQUIREMENTS. SECTION r3 THICKENED EDGE CONCRETE PAVEMENT C4.1 SEE PLAN FOR WIDTH FINISH 5, GRADE I °0° - - -- - 4' SUBBASE - COMPACTED PROVIDE TOOLED JTS @ 5'-0' OC SUBGRiADE PROVIDE 1/2' EXP JTS @ 40'-0' OC UNLESS SHOWN OTHERWISE ON PLAN SECTION TYPICAL CONCRETE WALK C4.11 6' 1' 2' RADIUS 3' FINISH GRADE SEE PLAN FOR PAVEMENT ELEVATION 6' (2) #5 BARS ` a CONCRETE PAVEMENT #4 BAR„ CONT 2'-0' "'l-#4 DOWELS @ V-6' OC PROVIDE JOINTS IN CURB TO MATCH PAVEMENT JOINTING SECTION 5> INTEGRAL CONCRETE CURB C44,1 J Z V a� L` 5 Y w ui c 0 J co ii 00W= Lu awZ ro = Z DATABASE 563141SJ,DWG BSUP DRAWN CADD CHECKED SAJ D. C. REVIEV SAJ DRAWING 041999 onrE oB 5631.20 NUMBER PRINT DATE C 4.1 DEWATERING DEVICE 8' ORIFICE WITH 10' PERFORATED 8.00, POLYETHYLENE DRAINAGE TUBING ANTI -VORTEX it'00' EV = 722.0 DEVICE I 36' MIN LLLV = /ly.0 311 TYP 67 CUBIC YARD/ACRE )III 'DRY' STORAGE = ELEV = 717.50 RISER CREST - � E EV - 7160 24' CMP 70.00, 24' AT 67 CUBIC YARD/ACRE ,. /- 'WET' STORAGE I i �� r,r <t-�_ ti / 0.7% CMP SEDIMENT CLEANOUT POINT SEDSNEW BASNI TOP OF DIKE 722A TOP OF DRY STORAGE 719.0 DRY/WET STORAGE INTERFACE 717.5 CL ANOUT LEVEL 716.0 BOTTOM OF WET STORAGE 711.0 (REFER TO DRAWING C2.2 FOR LAYOUT AND LOCATION) DEWATER: 14'0 ORIF 18, PERF) POLYETHI DRAINAGE 73 73 73 73 72 72 4_ ORIFIC 728.8 72 72 72 I 30' STI 1/� IE = 711.0 25.00' 25.00, 5.00'x5.00' ANTISEEP COLLAR \,�IE = 711,5 STEEL PLATE (1/4'x48'O) SECTION 1 TEMPORARY RISER C4,2 NOT TO SCALE PIPE O.D. (TYP) 5'-0' 3' (TYP) 71�EQ. (TYP) (4) 10' IE = 735.2J (2) 12' IE = 733.0 NOTE, CONSTRUCT SIMILAR TO 6/4.3 SECTION r4 RELEASE HEADWALL C4.2 BASIN "B" PIPE O,D. 7'-3' (TYPICAL) 3' (TYP) �-EQ. (TYP) T/WALL 730.00 8a O O (4) 15', IE=728.20 NOTE: CONSTRUCT SIMILAR ---24' IE=725.25 TO 6/4.3 SECTION 5 RELEASE HEADWALL C4.2 BASIN "A" NEENAH #R3238 FRAME AND GATE PRECAST FLAT SLAB TOP 1'-0' CD ,I 1 w 1-, WINDOW ELEVATION o ^� PER SECTION d N co 6'-0' SQ. PRECAST BOX (CAST IN PLACE BOX MAY v = BE SUBSTITUTED. CONSTRUCT w z BOTTOM ELEV SIMILAR TO 17•C4.1) o w PER SECTION 2: z z u � o UNDISTURBED _ DETAIL T EARTH 6 RELEASE STRUCTURE C4.2 EDGE PAVE EL=7 EL=7 EL=7 r CENTERLINE V = 50.00' s NOTE1 REFER TO DRAWING C2.1 FOR ADDITIONAL INFORMATION AT BASIN DETENTION BASIN "B" 1" = 50.00' w EXCAVATED BASIN PER PLAN INCREASED IN 41 SIZE FOR USE AS EARTHWORK BORROW AREA 1JK T/ W t I J I UK HUL 1141 LKP mur- CLEANOUT LEVEL I QJ 734.8 BOTTOM OF WET STORAGE 733.0 DETENTION VOLUME REQUIRED 77000 CU FT DETENTION VOLUME PROVIDED AT ELEVATION 737.0 79,000 CU FT TOP OF DIKE 741.0 EMERGENCY OVERFLOW 738.10 NG DEVICE ANTI VORTEX DEVICE 19.00, 19.00, ICE WITH (TYP OF 2) REMOVE )RATED WHEN WORK IS LENE COMPLETED 25 YEAR DETENTION TOP OF TUBING STORAGE ELEV=730.50. DIKE = 733.5 (4) 15', IE AT 61_ 00' _I HEADWALL = 728.20 -__._..__.__ _._,.._ ___ __.__ __.-_.___-_ _.-_SR.E:SJ ❑F EMERGENCY_7_,__E 90, OVERFLOW = 732.50 I PLAN EMERGENCY OVERFLOW FOR LOCAT a ELEV = 730.50 WINDOW - - ) BRACE 8' MIN �1 HEADWALL -- 6.00'x6.00' ANTI - 60'0 1 1 SEEP COLLAR CMP _..... _ 1 I _ 48' RCP I 36.00' AT 0.8% M-IV SE M 14.00' ALL 24' IE AT HEADWALL REMOVE (2) 36' CMP AND SEAL OPENINGS = 725.25 IN RELEASE STRUCTURE WITH CONCRETE OR F 2) SEWER BRICK WHEN WORK IS COMPLETE :EL PLATE(S) EASE PLAN SECTION�725.40 'x120'0 1 " c1.VZ V AVIIILVnI ML N � 1" = 2.00' VERTICAL �/ TEMPORARY RISER AND ANTI DEWATERING DEVICE HVORTEX DEVICE. REMOVE (12' 0 ❑RIFICE W/15' 1WHEN STORK IS COMPLETED PERF POLYETHYLENE DRAINAGE TUBING 19.00' 19.00, 743 743 742 - -or DIKE 742 TO SRAGE ELEV=737.00 6.00' = 741.0 741 3 CREST OF EMERGENCY 741 lr ❑VERFLOW == 740.00____-__ 740 740 HEADWALL EMERGENCY OVERFLOW FOR LOCATION 739 739 733 54' ---------------- - 738 LEASE STRUCTURE 3 738 732 PER 6/C4.2 IE=732.85 �1 pEL=737.00 [ON 737 ^ Ti 737 731 0.5' BRACE ao4 SEEP COLLAf� HEADWALL. 736 -- _.. _ _ _ -_.� IE=732.50 736 730 (. ORIFICE RELEASE 735.5 735 - HEADWALL 735 729 36'0 CMP / 1 RISER 734 - - I I 24' RCP 40.00' 1_.L..._ _ -_ AT-2.6G 734 728 727 733 v i vQ� 0 0n^ �N 733 732 - _ �_. _ _ �_. 00(7 00 732 726 o ro � 15 00' MIN 731 731 725 (2) ,2' IE STEEL PLATE @ HEADWALL (1/4'x72'A = i33.0 REMOVE 24' CMP AND SEAL OPENING 24' CMP EXTEND T❑ WITH CONCRETE OR SEWER BRICK RELEASE STRUCTURE WHEN/ORK IS COMPLETED NOTE; REFER TO VIRGINIA EROSION AND SEDIMENT PER PLAN IE AT SECTION (BASIN "B"� RISER = 733.15 CONTROL HANDBOOK FOR DETAILS OF TEMPORARY 3 RISERS AND RELATED CONSTRUCTION 1" = 5.00' HORIZONTAL C4,3 1" s 2.00' VERTICAL r E� r 6 N� C O H� N x 's -N mz,n 3 IBuin 3 i J Z Q V LL CIE i Lu I- Oyw W� C 0W= L- IL cc = Z DATABASE 563142SJ.DWG BSUP DRAWN CADD CHECKED SAJ U. C. REVIEW SAJ DRAWING 041999 DATE 5531.20 NUMBEEI PRINT DATE C4.2 20.00' TYPICAL 1/4' CROSS SLOPE UNLESS OTHERWISE INDICATED ON PLAN COMPACTED EARTH 1-12' AGGREGATE BASE SUBGRADE V.D,O,T, SECTION 208 TYPE I GEOGRID - 'TENSAR SS-2' OR EQUAL SECTION 11 GRAVEL FIRE/ACCESS ROAD C4.3 NEENAH #R-1664 TACKCOAT & ASPHALT FRAME & LID EAL (ASPHALT PAVEMENT) ICKENED EDGE & EXP JT CONCRETE PAVEMENT) \TH FINISH GRADE MANHOLE BRICK & GROUT AS READ, V-0' MAX COMPACTED GRANULAR ECCENTRIC TOP BACKFILL BENEATH SECTION PVMT & SLABS GASKETED JOINTS CONFORMING TO ASTM C-443 SEAL ALL LIFTING HOLES (TYP) MANHOLE STEPS NEENAH #1982-J OR EQ, V-0' OC + PRECAST CONCRETE MANHOLE SECTIONS ASTM C-478 CONCRETE 1'-0'MIN ENCASEMENT .F TT R CONCRETE 6' MIN BASE LONG TURN -r 90' ELL 8' MIN UNDISTURBED EARTH SMOOTH CHANNEL SEE PLAN OR SCHEDULE FOR PIPE TO TOP OF PIPE SIZE(S), INVERTS, AND ORIENTATION DETAIL 12 SANITARY DROP INLET MANHOLE C4.3 1/2' RADIUS BUILDING CONCRETE PAVEMEN AND BASE CHAMFER ALL EXPOSED EDGES OF CONC 3/4' FINISH GR SEE PLAN 'E INVERT o ih L__A�J ELEVATI❑N 1'-0' FINISH GRADE 3' CLRSEE PLAN SEE PLAN FOR PIPE �I SIZE & INVERT — — — #4 BARS @ 10' EA WAY p c'-u7 \-- UNDISTURBED EARTH SECTI❑N A -A DETAIL 7 CONCRETE HEADWALL C4.3 FOR ERT )E SECTION r7l CHANNEL PROTECTION C4.3 CHAMFER EXPOSED PROVIDE 1/2' EXPANSION (4) #5 BARS rDGES 3/4' JOINT MATERIAL, SEALANT CONTINOUS WHERE ABUTTING BUILDING ELEVATION PER PLAN ELEV PER PLAN 6' TYP BARS CO CONTINOUS � COMPACTED SUBGRADE WWF OR SUBBASE SEE PAVEMENT SECTION FOR PAVEMENT AND SUBBASE REQUIREMENTS SECTION 13 CONCRETE ISLAND C4.3 �=T6�'x8'xV-2' 5/8'POST 5/8' HEX BOLT HEAD BOLTS iu a & NUTS (2) EACH SIDEOOD BLOCK E) r'Iiu 8'POST SPACING �I N iu in in 12'-6' FOR STRAIGHT u-) W8x10 ad RUNS AND CURVES 6' 3 HAVING A RADIUS OF 150 FT OR GREATER & TANGENT SECTIONS _) ��- - =gym- 6'x8' 6'-3' FOR CURVES POSTHAVING A RADIUS OF LESS THAN 150 FT & WOOD POST mI ELSEWHERE INDICATED STEEL POST ON PLANS 29/32'xl-1/8' HOLES o � I — v 0 o v V-3' 2' s 2' 3/4'x2-1/2' LAP 1. WOOD POSTS SHALL BE PRESSURE POST BOLT SLOT TREATED PER AWPB-LP-22 END TERMINAL 2. STEEL POSTS & HARDWARE SHALL 4 1/4' BE GALVANIZED PER ASTM A-120 OR A-123. RAIL SHALL BE 12 GAGE STEEL GALVANIZED — SPLICE BOLTS 3. POSTS SHALL BE SET IN HOLES OR a - DRIVEN PLUMB. BACKFILL POST 5/8' POST BOLT HOLES WITH ACCEPTABLE MATERIAL s ¢ & SO WASHER PLACED IN COMPACTED LAYERS — 4. SUBSTITUTION OF GUARDRAIL PER POST LOCAL HIGHWAY DEPT STDS WILL BE ACCEPTABLE PROVIDING GUARD- LAP ALL SPLICES IN RAIL MEETS REQUIREMENTS OF DIRECTION OF TRAFFIC THESE DETAILS RAIL SPLICE DETAIL - 14 GUARDRAIL C4.3 hr-3/4' EXPANSION JOINT ll-1ZI-I 11j- _ = I1- MATERIAL AND SEALANT #5 DOWELS COMPACTED AT 12' OC 2'-6' SUBGRADE DOWEL COMPACTED SUBBASE NOTES MATERIAL CONCRETE PAVEMENT PER TYPICAL SECTION PROVIDE THICKENED EDGE SECTIONS AS SHOWN SECTION - -- CURB / WALL C4.3 CUNSTRUCT TRENCHES TO PROVIDE NEENAH #R-4990-DX LOWEST INVERT SHOWN HEAVY DUTY FRAME & GRATE. ON PLAN. GROUT FILL TYPE 'A' GRATE TO MEET REMAINING INVERTS. F 0' TRENCH 2' <STORM) 8' 8' 2,-3• 3/4' EXP JOINT M CONC PVMT-/ °o THICKENED y EDGE SECTION il o o' o0 0 COMPACTED -_ SUBGRADE 10' O.C. #5 @ 1'RAD GROUT FILL (TYP) 7�DRAIN, JR SMITH #2250C, W/6' OUTLET AND DOMED D #4 GRATE. PROVIDE ALL FITTINGS AND TRANSITIONS REQUIRED r?I WATERSTOP REFER DWGS FND WALL (5) #4 ­1 • COMPACTED GRANULAR DOWELS INTO BACKFILL #4 @ 1'-0' WALL TO PROCESS SEWER DETAIL 10 DOUBLE TRENCH DRAIN C4.3 NOTES: 1. PROPOSED SPOT ELEVATIONS INDICATE A 6' TO V -0' OVER EXCAVATION BELOW PROPOSED INTERIOR PIPING, 2. WHERE THESE INDICATED ELEVATIONS ARE BELOWEXISTING TOP OF 7 5 0 747 ROCK. REMOVE SOIL AND ROCK THEN FILL TO EXISTING GRADE (OR PROPOSED FLOOR SUBGRADE, WHICHEVER IS LOWER?) WITH ENGINEERED 4 FILL. 3. REFER TO SPECIFICATION SECTION 02200 'EARTHWOC'K' FOR ENGINEERED FILL REQUIREMENTS, CONSTRUCTION OF REMAINDER OF BUILDING PAD, AND GENERAL TOPSOIL REMOVAL, GRADING REQUIREMENTS. 115.00'-77 ', A. / I� C I 10.00, I ROCK EXCAVATION PLAN 1' - 50.00' SEE PLAN FOR FINISH I PVMT ELEVATION I FINISH FLOOR ZI 12' PAVEMENT FLOOR SUBGRADE SUBGRADi �7EXTERIOR FOUNDATION WALL SECTION r5 ROUGH GRADING SECTION C4.3 SEE PLAN FOR PIPE SIZE----,_ I I SECTION 'B-B'7 ADJUST OFINJISH Jam` SECTION 'A -A' GRADE OUT TO ELAN MEET TOP OF END OF WALL AT WALL #4 @ 8' TOE OF SLOPE #4 @ 8— 21-91 SEE PLA FOR INVERT F-6' (2) #4 BARS , SEE PLAN FOR OUTLET CONDITION NOTE, CHAMFER SECTION 'A -A' UNDISTURBED EARTH ALL EXPOSED EDGES 3/4' FINISH GRADE _ #4 @ 8' EA WAY 2'x4' KEY SECTION 'B-B• DETAIL HEADWALL C4.3 Av sO r P-7 o F-e 0 I� o 4 cu 74 0 ti v LEGEND. ROCK; REMOVAL AS ' RENCH CONDIITION TO INDICATED SPOT' ELEVATION RO CK: OCK; REMOVAL BY AREA TO INDICATED SPOT ELEVATIONS Mkt APPRMXIMATE TOP OF ROCK 141 ELEWATION (INTERPOLATED FROM -60 SOIL BORING/TEST PITS) --742-------- EXISTING CONTOUR ELEVATION FINISH FLOOR FINISH GRADE SEE PLAN 4'-6' AND C-0' REFER TO DRAW] 2 1� FLOOR SUBGRADE m r I OUTSIIDE FACE OF J I FOUNDAATION WALL TG: BE REMOVED AFTER m - CUNSTIRUCTION OF PVMT SUBGRADE FOUNDIATION WALL. SECTION r2 ROUGH GRADING SECTION C4.3 NOTES SEE PLANS FOR FINISH GRADE FIINISH FLOOR r FINISH FLOOR 12' Z �4 v - WWI 1 FLOOR SUBGRADE I INTERIOR WALL 12' — TO BE REMOVED AFTER _ CONSTRUCTION OF FLOOR SUBGRADE FOUNDATION WALL, SECTION ROUGH GRADING SECTION 1C VARIES PER PLAN FINISH FLOOR F12' PN 1/4'/FT— ER sx- aplz._m I SUBGiRADE "I L EXTERIOR FOUNDATION WALL SEE PLAN FOR FINISHED GRADES SECTION iZ ROUGH GRADING SECTION C4.3 s s r r N N a a o: oc r yr� aZ la7 ZZS x > U U §g eyg= - nk�g��§ao� . w w z z z ui w z I jH n £ ui V Lu d' VI O C w gym % Q GS ci u 3 7O O J Z V Q 0 LL � Y J CIE c�c i Lu ~ J O W ui F � =3z m = Z § S3 TABASE 563143SJ.DWG BSUP DRAWN CADD CHECKED SAJ Q. C. REVIEW SAJ DR"DATE 041999 DATE Ee 5631.20 Nl1N8ER PRINT DATE C 4.3 2'-9 3/4' (TYP) VERIFY WITH COMPACTOR SUPPLIER PRIOR TO INSTALLATION - '£ CHANNEL (TYP ABOUT t OF OPENING) FDN WALL 747.00 PVM'T STAIRS REFER 'A' DRAWINGS C10x20 W/ 5/8' DIA x 4' LG HEADED STUDS CAST FLUSH W/PVMT. TURN CHANNEL TOES DOWN (TYP OF 2) DRAINAGE STRUCTURE REFER TO 17/C4.1 TOP ELEV = 746.65 IE 12' OUT = 743.50 CENTER ON COMPACT[ OPENING FOUNDATION WALL FILL SPACE ON BOTH SIDES OF FLUME WITH CONCRETE TO CREATE A BENCH. SLOPE TOWARD FLUME @ 1/4'/FT. FLOW 748.00 PVM'T (L OPENING FOR COMPACTOR VERIFY W/'A' DWGS 5'-0" EMBEDDED CHANNELS FACE OF CURB/WALL (VERIFY EMBEDDED METAL REQUIREMENTS WITH 747.00 COMPACTOR SUPPLIER PVM'T PRIOR TO INSTALLATION) n 748.67 PVM'T GUIDE BY o 10' STORM COMPACTOR o REF DWG C3.1 SUPPLIER U 747 747.56 + PVMT GAUGE FRP GRATE (FLUME ONL ---CURB/WALL 746.70 5'-0'0 MANHOLE WITH HINGED LID AND HASP FOR PADLOCK -U/S BRACKET ----iJ-j' SS SAMPLE ANCHOR - TUBE BOLTS (TYP OF 6) 12' STORM REFER TO DRAWING C2.1 PLAN FACE OF CURB FDN WALL (INSIDE ' CURB 17'-0' 17'-0' RETURN CURB To PROCESS PROCESS FOUNDATION WALL TRENCH TRENCH IE TRENCH I (TYP EA SIDE) IE=746.50 @ DRAIN IE=746,50 8' CURB = 746.10 ih i 748,67 748.30 LA 6, PROCESS TRENCH PVM'T PVM'T 0 IE 746.50 TOP STORM z I" - - - - - - - - zo TRENCH & PVM'T � v ~ 6' o TOP STORM = 748.17 xu 6' = un TRENCH& VM' a ED f C3 w r = 748.17 M a n C.O. N ^ IE 740.00 ~ ° EDGE/ IE 8'=742.00 CANOPY - REF 'A' x � PVMT DWG'S ❑ w 8' PROCESS SEWER AT 1.80% REFR DRAWING C3.1 DOUBLE TRENCH DRAIN PER 10/C4.3 DOCK & DRAIN LAYOUT 1• a 10.00' SAMPLING AND GAUGING MANHOLE 12' PERMANENT F AUTO SAMPLER AND FLOWMETER BY ADI SYSTEM INC. 5'-0' SQ. x 6' PLAIN L - _ J CONCRETE PAD, 6' THICK ON COMPACTED SUBGRADE. SET PAD FLO UNDERGROUND CONDUIT AND WIRING BY ADI SYSTEMS INC. 2' FRP TAP FOR SAMPLE `1L,_J1/ ELEVATION 2' ABOVE 9'-4' TUBING, U/S TRANSDUCER GRADE CABLE W/S.S. BANDS & NEOPRENE BOOTS PLAN K- JUNCTION BOX AND GFCI OUTLET SEE PLAN FOR BY ADI SYSTEMS INC. CONCRETE ELEVATION PAD LAYOUT PLAN FINISH GRADE 2' FRP 'III II�-i�I lT�ll l- TAP FRP LADDER LONG SWEE BEND / 2-1/2' FRP SLOPE TOWARD MH - COVER 2' SCHED, 40 PVC 12'0 FRP PIPE STUB TO INLET PIPE STUB GROUT MATCH 12' ID PIPE. (NEOPRENE TO MATCH FLUME ROUT FILL BOOTS W/S.S. BANDS ARE NOT FLOOR INVERT FILL SHOWN FOR CLARITY) OUTLET PIPE INVERT 12' (TYP) �4' BELOW FLUME FLOOR �-� ' + #5 @ 10' EA. WAY 2 1/2' EMBEDMENT i rt 11=1 i�i=1T�-II L_�=III=t1T1 � ANCHOR BOLT (TYP OF 6) r tr- 11'-4' x 6'-0' CONCRETE PAD UNDISTURBED EARTH ELEVATION PACKAGE METERING AAH SPECIFICATIONS 1. ACCEPTABLE MANUFACTURES: 5, S.S. ULTRASONIC BRACKET (COORDINATE W/ADI SYSTEMS FOR FLOWMETER MANUFACTURER PLASTI-FAB INC. P.O. BOX 100 6. S.S. SAMPLE PIPE. TUALATIN, OR 97062 503-692-5406, 692-1145 <FAX) 7• FRP GRATING OVER FLUME. FREE FLOW INC, 8. FRP LADDER THAT MEETS APPLICABLE OSHA STANDARD. P.O. BOX 4067 OMAHA, NE 68104 9. 2' DIA FRP UTILITY TAP. 402-397-8910, 397-8487 (FAX) 10. STAFF GAUGE. TRACOM INC, P.O. BOX 1519 11, FRP PIPE STUBS WITH FLEXIBLE WATER -TIGHT NEOPRENE ROSWELL, GA 30077 CONNECTING BOOTS WITH S.S. BANDS. 770-664-6513, 664-6906 (FAX) 12. MINIMUM MANHOLE WALL THICKNESS OF 1/2 INCH, DESIGNED (NOTE, DETAILS INDICATE CONSTRUCTON & DIMENSIONING TO MEET OR EXCEED ASTM D-3753 STANDARDS. FOR PLAST-FAB MANHOLE, VERIFY CONSTRUCTION AND 13. FLUME AND ADAPTERS THAT EXTEND ❑UTSIDE THE MANHOLE ARE DIMENSIONING FOR OTHER MANUFACTURERS) TO HAVE REINFORCED COVER, SIDES, AND BOTTOM DESIGNED TO 2• 6' PARASHALL FLUME WITHSTAND STATIC LOADS OF 150 Ib/sq. ft PER FOOT OF DEPTH. -MIN FLOW OF 24.2 GPM @ 0.10 ft -MAX FLOW OF 1750 GPM @ 1.5 ft -FLOW OF 925 GPM @ 1.0 ft 3, 5 f't INSIDE DIAMETER 4. FRP LID WITH S.S. HINGE AND S.S. LOCKING HOOP FOR PADLOCK, DETAIL SAMPLING & GAUGING MANHOLE 24.4 12' STORM REF DWG C2.1 748.87 PVM'T 12'-10' - - - - - - - - - - - - --- NEENAH #R1664 MANHOLE FRAME .A. AND VENT LID (TYPICAL) 0 L_ - _ - _ _ - - _ _ _ - - PLAN VIEW 12'-10' MANHOLE BRICK / & GROUT (12' MAX)-\ 24' DIAMETER 24' D INLET LIQUID LEVEL °J 6' TEE i Ln LINK SEAL & CAULK WATERTIGHT (TYPICAL) =ANOUT FINISH GRADE EE u-w-u-'u -1 , ITI-I 11=-I I- I -I I�-� I- I L-6' COMPACTED -71T�-i l=m SIT -II � II� SAND rT- UNDISTURBED NOTE, PROVIDE REINFORCED EARTH PRECAST CONCRETE 1500 SECTION A8ECTION A -A GALLON OIL/WATER SEPERATOR MEETING THESE NOMINAL DIMENSIONS & REQUIREMENTS DETAIL OIL/WATER SEPERATOR C4.4 V EMPTY RIGID STEEL CONDUIT CAPPED FOR SUPERVISORY COMPACTED GRANULAR JV' BACKFILL PER SPEC I 1'-0'0 STEEL SLEEVE I I FINISH FLOOR FOOTING & FOUNDATION WALL SEE 'S' DWGS. FOR SIZES AND 6' MIN ELEVATIONS EXPANSION JOINT FIN GRADE VARIES MATERIAL SEE PLAN RODS & CLAMPS AT EVERY FITTING & PIPE JOINT COATED W/BITUMEN PAINT AFTER INSTALLATION w o U NOTCH FOOTING AS/IF `REQUIRED. E 1!M'��L I_ - I THRUST BLOCK x-i`.III-11��UNDISTURBED EARTH EXTEND TO A MI OF 15' FROM BLD I--1TIll� UNDERGROUND SPRINKLER FEED MAIN. SEE PLAN DETAIL FOR PIPE SIZE 7 FIRE AND DOMESTIC RISER FEEDMAINFIRE AND DOMESTIC RISER FEEDMAIN C4,4 I� I - - q- IIII�II- r 45% 22-1/2% 90• BEND 11-1✓4• BEND 16 GA GALV >g�A II y SHEET METAL au PLUG TEE 3/4' S.S. ANCHOR BOLTS 1/4'x3' STEEL _m 45' W/NUTS STRAP DRILLED & LOCK FOR ANCHOR - iv WASHERS BOLTS. ( - #6 TIE BAR - 2'-6' m BEDDING MATERIAL VERTICAL BEND TYPICAL SECTION SURFACE OF BEARING AREAS TO BE SMOOTH AND UNDISTURBED, DO NOT COVER JOINTS WITH CONCRETE. APPLY HEAVY COAT OF ASPHALT TO ALL ANCHORAGE ASSEMBLIES. DETAIL , CONCRETE THRUST BLOCKS C4.4 /FIRE HYDRANT -SEE PLAN FOR LOCATION MAINTAIN BREAKOFF f/ 2'-01'x2'-0'x6' FLANGE 6' ABOVE CONCRETE PAD FINISH GRADE POALV/E BOX SEE PLAN R (LOCATION (1) CUBIC YD - - GRAVEL OR - CRUSHED STONE #57'S- 6' GRATE VALVE (ASTM D 448) 7SEEUDETAIOCK to U-1 =1 WATERMAIN THRUST BLOCK _ _II_ I` SEE DETAIL -0- - MECHANICAL JOINT CONCRETE ANCHD7RING TE E_ BLOCK UNDISTURBED EARTH MECHANICAL JOINT ANCHFORING PIPE DETAIL FIRE HYDRANT C4.4 NEENAH #R-1878-B6L HEAVY THICKENED) EDGE & EXP JT DUTY FRAME & LID (CENTER (CONCRETE: PAVEMENT) ON STRUCTURE) BRICK & GROUT AS REQUIRED (1'-0' MAX) ,,,,,-FINISH GRADE #5 @ 6' EACH WAY /2' CLEAR TOP AND BOTTOM SEE PLAN T 2' CLEAR FOR INVERT ❑UT 6'-0'O PRECAST IN CONCRETE MANHOLE o LINK SEAL AND SECTIONS ASTM-478 J « CAULK WATERTIGHT, (TYP) 0 €�I E Rya o �N� _ cN 0 0 w w z z 0 z w w w a, z � CC zH N C °u ui N O C Eli O W �-. ^ �I, x a � X >9^ 3 3' CLEAR #4 @ 1'-0' EACH WAY (UNDISTURBED EARTH 8'-0' SQUARE CON( SLAB DETAIL J Z 3 GRIT CHAMBER C4.4 V a FIRE DEPT CONNECTION lz PER LOCAL REQUIREMENTS LL lz NEENAH #R-6450-IHL CON( FRAME & SOLID LIID SLAB W / 6x6- SLAB J W1.4xW1.4 MESH 2'-0' RCIP i ui CONC PIFPE PROVIDE ALL - - - m O W FITTINGS/TRANSITIONS - E2 x H 0 Iy REQUIRED Ll EL �. z ♦� BRICK OR STONE BLOCKING o UNDISTURBED EARTH OR MIN 8' GRANULAR - HI - _ _i_Illn�-r MATERIAL #57 '.STONE 6 6' CHECK VALVE W/BALL DROP DETAIL FIRE DEPARTMENT CONNECTION W/BALL 1131`11 C4.4 3 cc awZ =z� -6' MIN DATABASE 563144SJ.DWG BSuP DRAWN CADD CHECKED SAJ TO 8' INCREASER p, C. REVIEW SAJ DRAWING DATE 061899 j'B 5631.20 NIMBER PRINT BATE C4.4 EQUAL 30.00' DRIVE 2 EQUAL JOINT 2 EQUAL SPACES JOINT SPACES 2 EQUAL JOINT SPACES[- - YASPHALT DRIVE 2 EQUAL JOINT SPACES ASPHALT PAVEMENT AND BASE REFER TO 4/C4.6 ---RIGHT OF WAY LINE 4 EQUAL JOINT SPACES 3 EQUAL JOINT SPACES KEYNOTES i, RE-ENTRANT' BARS PERZ 1/C4.5. S 2. 'RE-ENTRANT' BARS SIM1. TO 1/C4.5 (10.00' LG) NOTES 1. REFER TO DRAWING Cl..l FOR COMPLETE PAVEMENT LAYOUT AND) DIMENSIONING, 2. REFER TO DRAWING C41.1 FOR TYP PAVEMENT & JOINT LAlYOUT DETAILS. 3. PROVIDE 'RE-ENTRANT" BARS PER/C4.5 WHERE SHOWN & AT AILL DRAINAGE w STRUCTURES, MANHOLESS VALVES & g ETC. REF DWGS C2.1 &, C31. fV J• F x z z 6 K a U (2) #51 4'-0' LG, 2' EMBEDMENT TYP 2 EA CORNER -- - - -- - 2) #5, LENGTH AS REQUIRED [44t O (2' EMBEDMENT) EJ 2 INLET/ MANHOLE - - DRAINAGE OR - - STRUCTURE VALVE _ 2 DETAIL 1 "RE-ENTRANT" BARS FOR C4.5 CONCRETE PAVEMENT PAVEMENT JOINTING LEGEND 'HOLD' THIS AREA — EXPANSION JOINT PER 6/C4.1 -- -- - -- - - - - CONSTRUCTION JOINT PER 6/C4.1 ----- CONTRACTION JOINT PER 6/C4.1 -- - - ---- TIED JOINT PER 6/C4.1 1 ❑UTSIDE WALL - END OF EMBEDDED ❑F DBL TRENCH - - DRAIN REF 5/C4.4 METAL FOR COMPACTOR REF 5/C4.4 (3) EQUAL JOINT SPACES GRAWEL DRIVE 14 EQUAL JOINT SPACE i 2 EQUAL -- - JOINT SPACES I I I I o 1 JOINT SPACE I I I I I I TO END OF ISLAND r u EJ EJ I I I CD W _ 2 EQUAL ASPHALT JOINT SPACES I- w I ¢ V o -- -- - -- DRIVE I I I I I I I I I I I I I I I y ao n zo ---- - - 30.00' DRIVE I I I I I I I i I I I i w (U ¢ I I I I I I I I I I I I I I I I I I I I I I I I I ¢ o y If) 3 EQUAL I I I I I I I JOINT SPACES I w I c 2 2 I I I I I I I I I I I w 4 EQUAL JOINT SPACES 2 EQUAL JOINT SPACES FAC CURE OF B \_] FACE OF / CURB FACE OF CURB/WALL REF 5/C4.4 PAVEMENT JOINTING PLAN © 1"- 50.00• s � 6 EQ JT SPA 3 EQUAL ( i \— \-4 EQUAL JUINT SPACES) \\\ JOINT SPACES 4 EQUAL 2 EQUAL JOINT SPACES JOINT SPACES CENTERLINE OF ISLAND } I� a J a C� J ��zR Q V a LL 0S z X Jw W J co Z OO cc Lu W =3z 9L = z DATABASE 563145SJ.DWG BSUP DRAWN CADD CHECKED SAJ 0. C. REVIEW SAJ DRAWING DATE 061899 0B NUMBER 5631.20 PRINT DATE C 4.5 V.D.O.T. GENERAL NOTES FOR ENTRANCE PLANS 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U,S, DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION ❑F) ROAD & BRIDGE SPECIFICATIONS, SECTION 104,04-C. 4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 5, PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK, 7, CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINE➢ LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO .THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. SEC 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. +i I HEADWALL IE = 738'03 /l CONCRETE PAVEMENT 3'-0' SHOULDER TYPICAL _742 741--;�— HEADWALL __ �_ Q IE 737.00 � 7�N A ru TO DETENTION BASIN ON SITE, REFER TO DRAWING C2.1 oe POINT OF FINISHED GRADE I ,,,I �---1/4':1' 1/4':1' •,1, Na0 E w W W ,. 6' �pF T 7, FROM E.P. RTE. 11 TO STA. 12+66 THERE WILL BE 3-12' LANES 7' WITH A TAPER TO STA. 14+66 1 7' 1, ,`1 , 7' 2 7! 3 4 7 7: 1 SURFACE, 165 LBS /SO YD. ASPHALT CONCRETE, TYPE SM-12.5D EXISTING 20' 7 2 INTERMEDIATE, 2,0' INCHES ASPHALT CONCRETE, TYPE IM-19,01). COUNTY MAIN- 3 BASE: 6.0' INCHES ASPHALT CONCRETE, TYPE BM-25.0. 7 4 SUBBASE, 8,0' INCHES AGGREGATE MATERIAL, 21-B, TYPE 1 7' SECTION r5-"\_ 7, ACCESS ROAD C4.6 (V.D.O.T. ROADWAY TYPICAL SECTION) 7' EXTEND ROADWAY DRAINAGE SWALE s / W3 ?C_/ /00 00 \ 3 45�0 CE 0" E O \, OC�o 00 L//� CONCRETE PAVEMENT PER 2/C4.1 TO RIGHT OF WAY R = 150 J a _ J TRANS ION TO ROADWA HOULDE (TYPICAL ERSli SIDE) \ EXISTING 20' FCSA WATER MAIN ENTRANCE DRIVE PLAN 1" a 20.00' PROPERTY LINE 11ILWN1 WALL STING ATER� i6 --� — 4- DITCH i5 FINISSH EXISTING GRADE CONCRETE FINISHED CURB LUUJK = 7552.6 i4 PAVEMENT -- GRADE ----- --------------------- i3 FINISH i2 GRADE 10' VALVE WITH — (3) 4' ELECTRIC _ (4) 4' ELECTRIC GRADEE l BOX TO GRADE w CONDUITS CONDUITS BEAM `� M WALK I 8' STORM�A �J i0 i 8' FIRE) 4' TELEPHONE 9- --_ - — — MAIN CONDUITS I I I 6' MINIMUM g _ _ v 1 7 10' COMBINED WATER SERVICE TO. BUILDING PROFILE 1 10" COMBINED WATER SERVICE C4.6 1" = 20.00' HORIZONTAL 1" = 2.00' VERTICAL 20.00' EASEMENT EXISTING EASEMENT CENTERED ❑N ON ADJACENT PROPERTY MAIN FIRE HYDRANT PROPOSED E 6' TAP-10TAP-----,, '1 1 I GUARD HOUSE AND CONCRETE ISLAND 1 FTHICKENED EDGE SECTION PER 3/C4.1. PROVIDE TACK COAT AND ASPHALT SEAL EXISTING GRAVEL DRIVE DRIVE RADIUS = 150.00' FROM CUL-DE-SAC TANGENT POINT ASPHALT PAVEMENT AND BASE TO MATCH V,D.O.T. ROADWAY TYPICAL 2 SECTION (BY CONTRACTOR FOR HP HOOD PROTECT) \ 1 \`� 740,19 741.16 _R/W 741 �o 30.00' (L STATE ROAD WORK ROADWAY DRAINAGE o 741.50 - - - - N - - - - - _ SWALE 74 7 ) 743.24 ____ - -�� T❑ ROUTE 11J 63'55'15' }}}----(L STATE ROAD WORK 742 \ -- -- ----R/W 742.6 -- -- 74 .16 RADIUS ENTRANCE = 50,00' NOTE; COORDINATE ENTRANCE DRIVE DRIVE AND DRAINAGE WITH ROADWAY S \ 742 CONSTRUCTION BY V,D.O.T. 741.50 741. 0 742 741.70 % Kati i INDUSTRIAL ACCESS ROAD CONSTRUCTION BY V.D.O.T. 739.87 740 740.16 EDGE OF PAVEMENT (CUL-DE-SAC) ENTRANCE D RIVE KEYNOTE S EXTEND ROADWAY 1 HATCHED PORTION OF SHOULDER SHOULD DRAINAGE SWALE BE COVERED WITH 8' 21-B AGGREGATE MATERIAL. (BY CONTRACTOR FOR HP HOOD PROJECT) 2 CG-12'S AT DISCRETION OF V.D.O.T. INSPECTOR. 3 CONSTRUCTION ENTRANCE, REFER TO DRAWING C0.2. (EROSION AND SEDIMENTATION CONTROL PLAN) — T V10I -- �r -- — PROPOSED I £ 10A0' 10' TAP n EXISTING 20, PROPOSED EDGE COUNTY MAIN OF PAVEMENT PROPOSED BUILDING � EASEMENT PLAN J 2 s ^i I" a 50.00' C4,6 REINFORCING PER MANUFACTURER PRECAST RECESS `� PVMT 5' MIN 7' MAX #' BARS '-0't 2-0' LG MIN 6'-O' TO 7'-0' SECTION SET FACE ELEVATION BLOCKHEEL 2'-0, FROMpEND ALTERNATE SHAPE MAY BE OF PARKING SPACE USED IF ACCEPTABLE TO OWNER DETAIL 3 PRECAST PARKING BLOCK C4,6 756 b 755 ' 754 753 s 752 a 751 N 750 a 749 Ed a 748 u 747 746 METfER SETT" INSIDE BUIILDING 8a�€va�a 0 w z z z cr w z°p z N E w R U w Er a c c o c c�j_r7 0 w r� K a �� 3 } J �Z a0 LL W Y> J � W O uw W. 3: Z X Z DATABASE 563146SJ.DWG BSUP DRAWN CADD CHECKED SAJ 0. C. REVIEW SAJ DRAWING 080999 DATE NUMBER 5631.20 PRINT DATE C 4.6 JOHN LEE FUNK 63-A-83 ZGNED1 B-3 Use: Residential WILLIAM E. 8 LINDA L. BROY 63-A-84 ZONED, B-3 Use, Residential �a a a a a A y' 36' CULVERT INV=744.34— 36' CULVER� INV=744,15 RIP RAP DITCH EXISTING CONTOUR LEGEND ------734----- EXISTING CONTOUR ELEVATIONS BASED ON FIELD SURVEY BY TRIAD ENGINEERING APRIL 1999 -734- - EXISTING CONTOUR ELEVATIONS (OUTSIDE LIMITS OF CURRENT PROPOSED CONSTRUCTION) BASED ON EARLIER AERIAL PHOTOGRAPHY THIS INFORMATION IS NOT FIELD CHECKED I I I I I I g INDICATES APPROXIMATE ROICb. AND SHALE ELEVATIONS INTERPOLATED' FROM BORINGS PP -SAND TEST PITS. e fU INV=74.7.37...-, © ¢ ! a a � N _ as x 0 o A �a RIM-74pp 7'' `$ = "•.F xf '• 14� b ` INV. OUIg4Z I 1-.8' Ci,''.-VER'r b X r% 1 NY. !N=730.f 1NV_743.09 o x A6 R[P RAP XISTTNG I -RIM=744.04 DITCH 1 m F� ,� �' P r-81 CULVERT ' ' CARL & ANN LEE FR E b� z I INV=743.28 ' ; e b _ _ a Z 6EDAB 3 \ f I A y N46• �_ �.r D \ use Commercial 309,29' a L 11 - I �' 0 3}l o lsa a ' ,1 t� � r ,y �� "•— '�..�___ P.- ��59`41'E� 767, � z Lj , _}-tea ©a I RNIM-732.44¢� •''��;,� '!' _ o $,' �.- �— z INV, ig1T25 ?� �.d,- , ,�32 w FUTURE PUBLIC 30' WATER---' l N:�\ ,I- ' I z AND SEWER EASEMENT ` $,z ' G 10' TEMP. CDNST. ESM'T )''{ .. �3°' 2 E i;Ln\ I 20' WATE EASEMENT \t'` - I' a w c «4614.75' °' \ \ .MZ� ,�=y — r N3.42'58' — — — -- - _ _ _ 1 LU ,- Cl X U� 3 \ \'. _..... �a �� 3 20' SAN SEWER EASEMENT ' 10' TEMP. CDNST. EASEMENT II // vM II - INY. T=719.46 55 EXI3TINl, CO ;AN SEWER EASZNENT v • . _ ... -+�,� P-4.p• I " •I+ �`{ }_ -- I Y. I =71 89 SA . , 1PoM=717,33-� OUT= .&7 .369 INV, 0T=710.68 , r T B- a p a - "• ..`. L:....h'= „_ OUT=713.6T INV. IN- 710,7II I �A. E'.20' ?Q ... U TJBLIC SAN; -SEWER- ESW. 21 a ^ L_r--r--,j ^ � fig~ :o �, a a m a ca a o a -SS a H-3211 P-2 `4fp y` g� w C0 t ' \' ,fL Q} k , ^ 4 RIM=709.55 53, �-54IN;Zp�=� 2 �6A ..._ Po 7. `IJY. Wr Td?"12 g -56 2 �V __� _- �°A ^aa',, ^kb AIlk B- -13 \ -3 H �: s� .,, . ,� �52 B-10 B-� P-7 P-8) \ "k Ob R LI ES ON o+ AIW. XIMATE A A �� Rlyd :7oo.t2 lXIMAN/T 'ti t \ �r kq1 �I�.�gg �. SHF,Lc FjST P I-37 g^ ?fig/ > l APPRO MATE '1 6 -- ^ "---"'- --•- :i.�'\•' E�`x.�7ft S1i�at{o-r r ya' }t LIMEST E/pp_ 7 _ A A — „•' \ \�c-` -I PERTY LINE INFORMATION FROM TRIAD ENGINEERING Z F a I I SHALE CO T g 1 A ^n ' 1^!' ^!I" M I - --�� - � 5to < C'iy�' P!A , tF.,,NAOMI POOLE ADAMS ESTATE DATED 11-6-97. _Q o ^ r f n_ B- P- P-1 AAQ \ - - _- _— -. -- ._ _ _ _ i r F� J z 0 �T RAM=�7�016.L�5)�p i --• n?,pU?=g64. 60 r TP^ -21p a kVo P-22 7s PP--23 R LINE TABLE LINE LENGTH BEARING LI 29.46 N34.42'53'E L2 45.45 N33.08'27'E L3 15.78 N57'38'40'W L4 37.32 N55.36'28-W L5 56.43 S49-34'03'E V V LL 'w v Y J � w � W bo H-63 B ti4 T -63 LL= 1Q0 TP- //,<INV T=693.90 B-12 6 P 11 2 .0 _ A =470.99' ! P-1 �� 7 e42.�9 v W 0 -- �+�-- -- -- - .T - 3 , _.--534'•23'03r�i/ ,301:8��__c'3� Nv= 0 N W 03'05:W ._ 1098,84' - = - - _ - , �:19" U. t � 33 - J � - O EXI-51 42` e - - d =z� - _ _ - - _ INT 31C - r: fir- it TF y.,. t _'t DATABASE 563110Us.DWG ._.. _ .ti- rI Ll. r.. _ -'37_ E�-1 ERSTaATE 81` vj .T,�'I. J� I . _ •y y.,`. .r,' v`N`,V v _F-• ' T }} BSUP - f- �Jt', ( / }. )-y;" _ DRAWN CADD _...._..- `_.. y..,. _ - _ ..._. ._ ,- -_. ) - .. _ -.. _ -_ - - _ 1NVGfg �I, - �Y �✓ cP o SAJ .'�NY=•b9 . y _ f ' -^, -� ,%� a C. REVIEW SAJ _ . _, ;"'._-:.._:: ._•:: :.-_.. .:. _• -:-" w._ _ '_- — _-Kxs}�,yc. 1Tts' r: lc, �,ri DRAWING 0419J9 .: '1 .1.UJ ii �r l�- I .2�1-. L3. ITK � .DATE � 583120 PRINT DATE PLAN OF EXISTING CONDITIONS . (20) SPI A (57) BUX GRAVEL ST i w (16) HEM `. EX. TREES TO REMAIN I I I (16) CDR (4) PIC PUN ,\ ` (8) TIL CDR / (16) HEM w j (16) CDR v ` l (5) TIL CDR - -- (16) HEM �T 1. — — — � ' I (77) THU OCC ENTRY ENLARGE SCALE- 1 =30 a 40' O.C. j i II I TYP. (3) QUE RUB r i i I 4 D.C. (10) TIL COR g I (67) VIB OIL 75 25 NDSCAPE BUFFER r - '�'��� PARKING -75' INACTIVE -25' ACTIVE — --- � I I I 111 1+i (8) PIC ABI ICI _ —— — — — — — — —I — -- — — — — — (6) PIC PUN (2) TIL CDR I 0 /t� D / (3) TIL COR \ ( I I � (10) GLE TRI I el I (51) EUO ALA SEE ENTRY ENLARGEMENT 1 THIS SHEET e {8) PIG ABI _... I i (6) PIC PUN ' I l l .e i II a I (3) GLE TRI[ ' � T n I (51) EUO ALA it it (8) PIC ABI I (6) PIC1PUN I ell I I I (2) QUE RUB (72) THU OCC I I° i i I i i I I I I I I (30) VIB Dll 1--�----------------__...--------�--- I / (6) PIC PUN J I (87) JUN CHI I I TREES TO REMAIN I I x I S 37'03'05 ,N i',i3`± a4 /, c1 a". c.,, (10) QUE RUBS EXISTING BERM Llwwl PLANT SCHEDULE SYMBOL QTY. 130TANICAL NAME COMMON NAME SIZE REMARKS TREES GLE TRI 16 GLEDITSIA TRIACANTHOS VAR. INERMIS 'SKYLINE' SKYLINE HONEYLOCUST 2.5" CAL. PIC ABI 24 PICEA ABIES NORWAY SPRUCE 6' Hi, PIC PUN 28 PICEA PUNGENS 'GLAUCA' BLUE COLORADO SPRUCE 5' HT. QUE RUB 15 QUERCUS RUBRA RED OAK 2.5" CAL. TIL CDR 28 TILIA CORDATA 'GREENSPIRE' GREENSPIRE L17LELEAF LINDEN 2.5" CAL. SHRUBS BUX VAR 82 BUXUS SEMPERVIRENS 'VARDAR VALLEY' VARDAR VALLEY BOXWOOD 24" SP. ELIO ALA 102 EUONYMUS ALATUS WINGED EUONYMUS 4' HT. 5' O.C. TRIA. SPACING JUN CHI E7 JUNIPERUS CHINENSIS 'PFITZERIANA' PFITZER JUNIPER 4' HT. 5' O.C. JUN BLU V7 JUNIPERUS SQUAMATA 'BLUE STAR' BLUE STAR JUNIPER 15" 2 GAL. MIN. PIE MOU 2 PIERIS JAPONICA 'MOUNTAIN FIRE' MOUNTAIN FIRE PIERIS 36" HT. B&B SPI ANT 20 SPIRAEA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIIRAEA 24" HT. THU OCC 157 j THUJA OCCIDENTALIS 'TECHNY' TECHNY AMERICAN ARB30RVITAE 4' HT. 5' O.C. TRIA. SPACING 099, VIB DIL 1 51 VIBURNUM DILATATUM LINDEN VIBURNUM 4' HT. 5' O.C. TRIA. SPACING VIB DIL 2 67 VIBURNUM DILATATUM LINDEN VIBURNUM 24" HT. 5' O.C. TRIA. SPACING PERENNIALS, GRASSES, GROUND COVERS, AND VINES COR ZAG 32 COREPOSIS VERTICILLATA 'ZAGREB' ZAGREB COREPOSIS FULL T GAL. LIR VAR 48 LIRIOPE 'VARIEGATA VARIEGATED URIOPE FULL 15" O.C. WITH HEM STE 70 HEMORACALLIS 'STELLA-D-ORO' STELLA-D-ORO DAYLIL`.Y FULL TRIANGULAR SPACING GRAVEL FIRE ROAD I i i I i i i i i L-306.03' R=23106.32 REMOVE TOP 1/3 OF WIRE BASKET AND BURLAP. 2" SHREDDED MULCH AS SPECIFIED. DO / NOT PLACE AGAINST TRUNK. / SCARIFY SIDES OF TREE PIT AMMENDED BACKFILL MIX: 1 PART ORGANIC MATTER TO 3 PARTS TOPSOIL TO 3 PARTS EXCAVATED MATERIAL, PLUS FERTILIZER AND AMENDMENTS PER RECOMMENDATION OF SOILS REPORT. UNDISTURBED SUBSOIL; DO NOT LOOSEN OR COMPACT. UKLAV fAINER LCH UCER X :ET ;OIL I \` GENERAL NOTES \\ \I 1. INSTALL PLANTS IN LOCATION`S SHOWN ON THE PLAN. WHEN ROCK A rt W w 8 W o UHoo C Wx ~ 'az x >z� mZ, 3 mini, 3 OUTCROPPINGS ARE ENCOUNTERED, SHIFTING OF LOCATIONS WILL BE ALLOWED AS FOLLOWS: - UP TO 8' IN ANY DIRECTION IN THE BUFFER PLANTING ALONG THE WEST J Q PROPERTY LINE. Z - UP TO 4' PARALLEL TO THE ROAD FOR TREES ADJACENT TO PAVED AREAS. V 2. FOR ALL DISRUPTED AREAS, [PROVIDE AND INSTALL TOPSOIL AND PERMANENT GRASS SEED TO MATCH THE SEEDING REQUIREMENTS ON DRAWING CO.2, ; 3. FOR SHRUB AND TREE PLANTING, SEE DETAILS 2 & 3 THIS SHEET. I 4. REFER TO SPECIFICATIONS FO)R ADDITIONAL INFORMATION. W N Cn EI_NAC SITE PLAN z _ Ld U A PP 1t -D z 3 Z DATABASE DATABASE BSUP DRAWN KBO PLANTING PLAN TRW CHECKED TRW __---- 0. C. RENEW Scale: 1' = 50' =otr I oRApA TE 061899 0' 25' 50' 100' NUMBER 5631.20 PRINT VPMN UAMN t ASSOCIATES, INC. DATE wmra romm� nx•w Waft I n L1.1 INDUSTRIAL ACCESS ROAD REFER TO PLANS PREPARED BY V.D.O.T. COORDINATE SITE WORK WITH ROAD CONSTRUCTION BY OTHERS (REFER TO DRAWING 4/C4.6) SCHENCK FOODS CO,INC. D.I. TO INV=741 63-A-67 ZONED- B-2 Uses Commercial 1 W.H. EMMART & SON,INC. �ate4?Ma� d 63-A-66 -,W ZONED H-2( Uses Commercial G / S SITE DATA 1. TAX MAP NO.- 63 ((A)) PARCEL 86A. 9, LOT 1 PARKING TABULATION- REQUIREDS 2. MAGISTERIAL DISTRICT- BACK CREEK. OFFICE SPACE = 16,000 SO. FT. AT 1 SPACE/250 SQ. FT, = 64 SPACES MANUFACTURING USE, 90 EMPLOYEES AT 3 SPACES/4 4 EMPLOYEES = 68 SPACES 3, ZONING- M-2, WAREHOUSE USE, 8 EMPLOYEES AT 1 SPACE/EMPLOYEE = 8 SPACES TOTAL = 140 SPACES INCLUDING 5 HANDICAPPED SPACES 4. CONTRACT OWNER/DEVELOPER, PROVIDED, 140 SPACES INCLUDING 5 HANDICAPPED HP HOOD INC. 90 EVERETT AVENUE, SUITE 200 CHELSEA, MA = 02150-2301 617-887-8450 ■ REFER TO SUBDIVISION PLAN PREPARED BY TRIAD ENGINEERING DATED 4/16/99. ■5. SITE AREA - TOTAL SITE AREA = 83.21 ACRES LOT 1 = 74.10 ACRES (HP HOOD, INDUSTRIAL) LOT 2 = 3.41 ACRES (INDUSTRIAL) LOT 3 = 4.25 ACRES (INDUSTRIAL) RIGHT-OF-WAY DEDICATION = 1,46 ACRES 6, BUILDING SETBACK LIMITS - FRONT = 75.00, SIDE = 25.00, REAR = 25.00' 7, MAXIMUM FLOOR AREA RATIO (FAR), 1.0 LOT 1 FLOOR AREA = 330,000 SO. FT., FAR = 0.10. S. BUILDING HEIGHT = 52.00 FEET. - JOHN LEE FUNK 63-A-83 ZONED: B-3 Use, Residential CARL v & ANN LEE FI iW P r� 0 a a n a 0 0 PIKE �-INY+•r4 /.31 0 w� 36' CuL Z / 36" CULVERT INV=744.15--- 0 0 U.S. ROUTE 11 POSTED SPEED LIMIT 45 MPH THIS ACCESS ZU1L TO BE USED FOR Q 44y1, ; CONSTRUCTION � I � INV. IN=736.47 + I I ALLEG NY POW R CO 0 6 -A-80 NV-74T"a7 Z ED+ M-2 pa ¢ Nv. 73ad I. USE; Cy0MMERCIAIF ; DB/PG, 746/543II, GENERAL NOTES 1. INDICATED METES AND BOUNDS, TOPOGRAPHIC INFORMATION REPRODUCED FROM FIELD SURVEYS BY TRIAD ENGINEERING, DATED 11/6/97 AND APRIL 16, 1999• FOR ADDITIONAL INFORMATION REFER TO DRAWING C51 2. REFER TO DRAWING CO.2 FOR EROSION AND SEDIMENTATION CONTROL, REFER TO DRAWINGS CIA AND C1.2. FOR COMPLETE DIMENSIONAL LAYOUT. REFER TO DRAWINGS C21 AND C2.2 FOR SITE GRADING AND DRAINAGE. 3. ALL TREES, OUTSIDE AREAS OF CONSTRUCTION ARE TO REMAIN UNDISTURBED. 4. NO ACCESS OR SITE CONSTRUCTION ACTIVITY OF ANY KIND (EXCEPTING REPIPING OF SUMP AND DEBRIS REMOVAL PER KEYNOTES #10 AND #13) IS TO OCCUR IN OR ACROSS EXISTING STREAM, FROM MAIN BUILDING SITE 5. REFER TO APPROVED SUBDIVISION PLANS FOR PROJECT PREPARED BY TRIAD ENGINEERING INC. DATED 4/16/99, 6, NO OUTDOOR STORAGE AREAS OR TRASH RECPTACLES ARE PROPOSED FOR THIS PROJECT. B,J• SAGER INC. FLEX-O-GLASS, INC. RIM-74730.5 - I, 63-A-87A 63-A-87 NV.OUT- 8° CULVERT ZONED1 M-2 ZONED, M-2 INV, IN-730.60 ---sq�z� INV=743.09 USE: COMMERCIAL I USE, VACANT _. DB/PG, 493/708 I I -.I XISTING ITCH- RIM=744,04 .i 8' CULVERT j NOTE: 20.00' WATER EASEMENT TO INV-74328 KEYNOTES 1 INDUSTRIAL ACCESS ROAD. REFER TO PLANS PREPARED BY V.D.O.T. COORDINATE SITE WORK WITH ROAD CONSTRUCTION BY OTHERS. 2 EXISTING STRUCTURES TO REMAIN. NOTE' A PORTION OF THESE STRUCTURES ARE IDENTIFIED AS POTENTIALLY SIGNIFICANT HISTORIC RESOURCES. AND ARE NOT TO BE ALTERED IN ANY MANNER. 3 EXISTING SPRING TO REMAIN UNDISTURBED. 4 EXISTING STRUCTURE TO BE DEMOLISHED AND REMOVED (INCLUDING FOUNDATIONS) g 5 NON -DESIGNATED WETLAND AREAS IDENTIFIED BY FIELD INVESTIGATION. PRIOR TO START OF WORK ON SITE, WETLAND AREAS ARE TO BE FIELD STAKED a' •` 0` 0,DISTURBED AND CLEARLY MARKED, THESE AREAS ARE NOT TO BE THROUGHOUT CONSTRUCTION. w O O ��o OO� 6 EXISTING STREAM TO REMAIN UNDISTURBED. cu iF 10 �F MC S 7 FUTURE 60.00' RIGHT-OF-WAY EASEMENT. a c a 8 CLOSE EXISTING MONITORING WELLS IN ACCORDANCE _ _ E _ WITH COUNTY AND STATE REGULATIONS. FIELD VERIFY Z z Z Z LOCATION, z CK s m 9 LOCATE, DISINFECT AND REMOVE EXISTING SEPTIC TANK u Lo u 0 /LEACH FIELDS IN ACCORDANCE WITH LOCAL HEALTH Z a x Z a x Z Z Q a x x DEPARTMENT REGULATIONS AND GUIDELINES. W " " " `-' 10 RELOCATE EXISTING BASEMENT SUMP DISCHARGE PIPE S❑ THAT IT DISCHARGES INTO DITCH AS INDICATED ON PLAN. COORDINATE WITH OWNER AND TENANT. 11 REMOVE AND CLOSE EXISTING HEATING OIL UNDERGROUND STORAGE TANK IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. 12 REMOVE DEBRIS AND TRASH FROM EXISTING SWALE. DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. 13 REMOVE EXISTING EMPTY DRUMS AND CONTAINERS, DEBRIS AND TRASH FROM THE INTERIOR AND EXTERIOR OF EXISTING BARN & SHEDS, DISPOSE IN ACCORDANCE WITH LOCAL, STATE, & FEDERAL LAWS & REGULATIONS. COORDINATE WITH OWNER AND TENANT. (REFER TO KEYNOTE #2). 14 DRIVE CONNECTION PER V D O T REQUIREMENTS Ioa \ n t I ADJACENT HENKLE HARRIS aE �Yg i 63-A-82 z 2 9 a PROPERTY WILL BE GRANTED =a s Z EDI B-3 TORGERSON L Nq6-2 8'E I AT A LATER DATE. LOCATION 15 REFER TO DRAWING L1.1 FOR LANDSCAPING THIS AREA. Use, Cor rtercial \ ALLEGHANY POWER C❑ 26' A 10 309, COURT 4 26 E I 23' I TO BE DETERMINED. 1 60.00' RIGHT \ 63-A-81 2 A T 16 ILLUMINATED BUILDING SIGN REFER TO 'A' DRAWINGS N OF WAY Ll L 111.60 - _. r- BUILDING ELEVATIONS FOR LOCATION. REF TO EXTERIOR x ZONED: M-2 {i (n �� I SIGNAGE SPECIFICATION 10425, DRAWING #28318• 2 USEI COMMERCIAL Z rl t c� 3 w ra 1 3 3 I DB/PG 746/543�,+ '" _ a �r\J V III i0 �q�8. UP N43.59'41'E_ I 17 ILLUMINATED MONUMENT SIGN• REFER EXTERIOR SIGNAGE z c S TBAgK _ - 6�.62' ra II SPECIFICATIONS 10425, DRAWING #28321. REFER T❑ - a ` I`°` 0 Il L c Q • 1 , I 75' BUILDING .............. 0 1/AL13 FOR MASONRY SIGN DETAILS. CD a 25,00' aiu 7az.a4 ' 00' z M LIN A L. BROYY i WILLIA E. & D Nv r 72s.tG SET �' � BUILDING iNv oUT=7z53 BACK .� 18 NON -ILLUMINATED DIRECTIONAL SIGN• REFER TO 11+ 63-A-84 F-UTURE FCSA -30' Wo TERM= SETBACK r i __ __ __ EXTERIOR SIGNAGE SPECIFICATION 10425, DRAWING Lu - - ZONED B - - N -- - - 1 t - - ---- - - - - 1 3 2 Usel Residential AND SEWER EASEMENT roI I 1 10' TEMP. CONST. ESM'T 5__ I I #28324. co E 10.00' SIGNAGE •�-- _ 0 13 I w R °u v SETBACK 20' FCSA WATER EASEMENT OD `vS1 t ti 19 NON -ILLUMINATED LETTER SIGN ON BUILDING AT E c a \r ) I m ENTRANCE. REFER TO EXTERIOR SIGNAGE SPECIFICATIONS °o c ui 17 14 I a, \ \\ \ w 10425, DRAWING #26323• �= i PROPERTY LINE f - 7 - 614,75' Y` N34.42'58'E _ _ - - - -. -'�• - - �c 60.00' FUTURE RIGHT OF WAY EASEMENT, PRIOR TO I o , \ ANY FUTURE SUBDIVISION OF PARCEL 63-A-86A, THE PROPOSED FUTURE 60,00' RIGHT OF WAY EASEMENT OR 1 AN APPROPRIATE ALTERNATIVE ALIGNMENT SHALL BE I APPROXIMATE 8 = - -c- - _ - - - - - FUTURE FCSA \ \ \ CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK _ a 6 \ \ I 20' FCSA SAN SEWER EASEMENT LOCATION _ -_ -- FUTURE 75.00' SEWER EASEMENT \ COUNTY FOR ACCEPTANCE INTO THE VIRGINIA DEPARTMENT I BUILDING SETBACK EMPLOYEE PARKING \_ \ \ J.S. COOLEY I I 0 f I 140 SPACES INCLUDING _ , i \ OF TRANSPORTATION ROAD SYSTEM • S HANDICAPPED FUTURE 75.00' BUILDING' \\ ` EXISTING CITY 20' I 10' TEMP, CONST. EASEMENT C/❑ MARSHALL NATIONAL BANK II I _ ' - ' \N a SAN SEWER EASEMENT ZONED BB--3 I I<I_. I I GUARDHOUSE SETBACK l \\p\2,720\ \ \ \ II 15 I \� Rl, ta ab \ \ USE, VACANT { z �y' 't�'S \ \ FUTURE 75.00' LEGEND BUILDING SETBACK I -SAN- EXISTING SANITARY SEWER --'� SAN-\ N, ----STS--- EXISTING STORM SEWER �� _ \ \ \ I----G--- EXISTING GAS LINE 15 LANDSCAPE BUFFER I 18 Nv +N=7tH8B --, ` \ RIM-72?�6 -�iw=J ---W,---EXISTING WATER MAIN NV 0uT=7i&.79 - AN \ wv .N-7t3.6� Lt���3� THE HIENKLE HARRIS CO. PER COUNTY IYI s - Nv. tyU 't0.63- • I -f EXISTING POWER POLE FUTURE 20' FCSA qUT=7i3. Nv' iv=7+o7a x7z6s EXISTING SPOT ELEVATION REQUIREMENTS I I a 0 a - �_ r' SAN SEWE ESM'T �ti- _ _ I 63-A-110 m� I R _ _ ZZONED: M-2-"735-- EXISTING CONTOUR ELEVATION -- -- -- I r1 1S FUTURE T�-� _ _ I USE: INDUSTRIAL -SAN- PROPOSED SANITARY SEWER FUTURE 75.00' \ \•, EXPANSION �_ - DB/'PG, 670/332 -P- PROPOSED PROCESS SEWER I £lo j a Atli 19 BUILDING SETBACK � � � � \ 6_ _ _ I PROPOSED STORM SEWER (I irI / 4 -W- PROPOSED WATER MAIN \ \� I RIM.7 t. -G- PROPOSED GAS LINE \�9� - I : 8"ur laf hit -GE- PROPOSED OVERHEAD ELECTRIC �� • � f -UE- PROPOSED UNDERGROUND ELECTRIC I I \ ) -i / -735 J.S. COOLEY - PROPOSED CONTOUR ELEVATION _ q 7 5. 0 PROPOSED SPOT ELEVATION C/O MARSHALL NATIONAL BANK I I \ o 20,00' GRAVEL a PROPOSED FIRE HYDRANT 75-A-91A I -- FIRE ROAD ZONED: B-3 I I I I a ct () a ti PROPOSED INDICATOR VALVE WITH USE: SINGLE FAMILY OwlI 11 FCSA WATER II I I - PROPOSED BUILDING FUTURE EXPANSION \ ® PROPOSED GATE VALVE WITH EASEMENT (REF o a+at<70s. 5 BOX TO GRADE ER Rta=7o7 u inv" our=�tosi22z p4� PROPOSED LIGHT POLE TO 2/C4.6) I I Iuj 890ytt nl N PROPOSED MANHOLE, INLET, II �• - WASTEWATER a a ! DRAINAGE STRUCTURE TRUCK FUELING II _ PRETREATMENT 25.00' BUILDING.' PROPOSED CONCRETE WALK/ISLAND �J REFER AT DRAWING a SETBACK; © PROPOSED CONCRETE PAVEMENT 'HOLD' THIS AREA I COMPACTOR C3.2 0 I I 0 0 16 DOCKS DOCKS - Rlz=,00t2 ® PROPOSED ASPHALT PAVEMENT PROPOSED PERIMETER AGGREGATE I I I NY I u 694.37 PROPOSED GRAVEL ROAD PROPOSED RIPRAP/CHANNEL III I �. w \\ \ E:=u�t Station PROTECTION II I FUTURE EXPANSION FENCING REFER 12 \\ \ PROPERTY LINE INFORMATION FROM TRIAD ENGINEERING L_ - - - - - - TRUCK YARD TO2DRAWING / \ PLAT OF NAOMI POOLE ADAMS ESTATE DATED 11-6-97. •_7) J I I o! I 20.00' GRAVEL J I ACCESS ROAD O a 15 aa a v: DO r roM=7r �bot JOHN C AND) FRANCIS RUSSEL 15 63lT) ZONEID, M-2 • - • - • -_ -_ - - _ - Sr WACANT / I I 75.00' BUILDING 75.00' BUILDING"UiA��9ISe0U +NV j- SETBACK SETBACK ARC=470.99' G89z.98 -- -- -- -- ---L=306.03' _ _ � ivv>s92st S37°03'OS'W 1098.84' -- ® -27 1' 06.32-S34°23'03'W 301.8 --'�'�Ic' c '-2s5 IE 733,43 APPROXIMATE 8 Y LOCATION INTERSTATE 81 'IE 731.82 © OVERALL SITE PLAN s R 1'. 100.00' AGI'ri �1�1 2 WORKING DAYS BEFORE YOU DIG CALL MISS UTILITY, 1-800-257-7777 APPROVE) BY ZONING ADMINI TORS DATE, fo 11q 7 SITE PLAN SHALL BE VALID FOR 5 YEARS PROM DATE OF APPROVAL LINE TABLE LINE LENGTH I BEARING L1 29.46. N34°42'53'E L2 45.45 N33°08'27'E L3 15.78 N57°38'40'W L4 37.32 N55'36'28'W L5 56.43 S49°34'03'E PROJECT SITE J7 tt / et TO I-66 VICINITY MAP NOT TO SCALE U n O w Hc!j X i- a L) s n Q J Z a� LL Z � Y 4 cJ i Lu ~ w p J N OO J W = awZ G =Z� 21271 5631100s.DWG ascP DRAWN ,;ADD CHECKED SAJ D. C. REVIEW SAJ DR"WINE Dare 041999 NUMBEERR 5631.20 PRINT DATE C0.1 SEDIMENTATION AND EROSION CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL 9. THE CONTRACTOR SHA INSPECT ALL EROSION CONTROL MEASURES EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED WEEKLY AND AFTER E CH RUNOFF -PRODUCING RAINFALL EVENT. ANY AND MAINTAINED ACCORDING TO MINIMUM STANDARDS & SPECIFICATIONS NECESSARY REPAIRS CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK OF THE EROSION CONE OL DEVICES SHALL BE MADE IMMEDIATELY. AND VIRGINIA REGULATIONS 4VAC50-30 EROSION AND SEDIMENT CONTROL, PRIOR TO CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE 10. MAINTAIN EROSION A SEDIMENTATIN CONTROL MEASURES IN EFFECT FOR ❑BTAINING A COPY OF HANDBOOK & REGULATIONS. I UNTIL PERMANENT IM OVEMENTS ARE, CONSTRUCTED AND SUFFICIENT VEGETATIVE COVER S BEEN ESTABLISHED TO PREVENT EROSION. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE 11. PROVIDE 6' OF TOPS IL FOR ALL AREAS NOT TO BE COVERED WITH COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR SUBSEQUENT IMPROVEMENTS.(SUPPLEMENT ON SITE STOCKPILED TO THE FINAL INSPECTION. TOPSOIL WITH TOPSO�' IMPORTED FROM OFFSITE AS/IF REQUIRED. LIME, FERTILIZE, SEE AND MULCH PER APPLICABLE REQUIREMENTS 3. ALL EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE OF V.D,O.T, SECTION 6.13 AND THE VIRGINIA EROSION AND SEDIMENT PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. CONTROL HANDBOOK. REFER TO SEEDING REQUIREMENTS THIS DRAWING. PROVIDE TEMPORARY SEEDING AS REQUIRED. 4. A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN ANY AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO ❑FF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. INDUSTRIAL ACCESS ROAD, 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY REFER TO PLANS PREPAREDo BY V.D.O.T. ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN 16.1 AC APPROVING AUTHORITY. (a 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. D1TGP=750.4 o 4? INV=748,06 N Y pZKE 8. DURING DEWATERING ❑PERATIONS WATER WILL BE PUMPED INTO AN /C o-- NOTE: ADJUST APPROVED FILTERING DEVICE.g x �ti bb� OF TEMPORARY o� VZE M R� �n4eTa a6� ENTRANCES AS FACILITATE SIT JOHN LEE FUNK 63-A-83 ZONED+ B-3 Use, Residential x WILLIAM E. & LINDA L. BROY 63-A-84 ZONED, B-3 Use+ Residential 17.7 AC-� _ C� 0 AND ROAD CONS A. PROVIDE TEMP ARY SEEDING PER THE REQUIREMENTS OF THE VIRGIN EROSION AND SEDIMENT CONTROL HANDBOOK. 1. SELECT ED TYPE AND RATE IN ACCORDANCE WITH TA$^ES FOR PLANTING DATES & REGION. B. PERMANENT SE DING 1. KENTUC ,31 FESCUE - 128 LBS/ACRE 2. RED TO RASS - 2 LBS/ACRE 3. SEASONA'NURSE CROP - 20 LBS/ACRE (SELECT TYPE OF NURSE CROP IN ACCORDANCE WITH ESTABLISHED SEEDING DATES) 36' CULVERT INV=744.34 0\ INV: W=73i Tip _ l 36' CULVERT INV=744,15 RIP RAP DITCH ti I 0 AI= 0 V Ij 7 A.24 3d. d ON(S) ' UCTI IU RED TO T❑ �f C SS ICC PROJECT SITE 37 17 et TO I-66 VICINITY MAP NOT TO SCALE DESCRIPTION EROSION HAZARD 7C CARBO OAKLET ROCK OUTCROP (SEVERE) it 8C CHILHOWIE SILTY CLAY LOAM (MODERATE) r `6C CARBO OAKLET SILT LOAMS (SEVERE) III 14B FREDERICK-POPLIMENT❑ LOAM 2-7% SLOPE (MODERATE) 41C FREDERICK-POPLIMENT❑ LOAM 7-15% SLOPE (SEVERE) 9B ICLEARBROOK CHANNERY SILT LOAM (MODERATE) - 34 PAGEBROGK SILT LOAM (SLIGHT) 8B CHILHOWIE SILTY CLAY LOAM (MODERATE) #' LEGEND ]C SOIL TYPE -x-x- SF SILT FENICE �� DD TEMPORARY DIVERSION DIKE IP STORM DRAIN INLET PROTECTION SB TEMPORARY SEDIMENT BASIN i CIP CULVERT INLET PROTECTION OP OUTLET PROTECTION SAF SAFETY FENCE S RR RIPRAP CE TEMPORARY CONSTRUCTION ENTRANCE WITH WASHRACK CRS CONSTRUCTION ROAD STABILIZATION 0 w a 4 4 4 r r r c i a r � r a=U= _ , 0t30 X RS I` T\ 9' CULVERT I 6 INV. IN-730:§ �q I I ,iNV=743.09 5� {«L v 'NOTE+.ACCESS ROAA. _ N� li did„a-g X CE { TO,BE CONS3'RUI;TED RIP RAP ', -RIM=744,04 � (INCLUDE AFTER INITIAL SITE I ( 1TrH:-- ,[' 8• CULVERT I A' DITCH , XICH < Y / ` e,JncHRACJO' ROUGH GRADING (LAND I 1 ';� / 8' U E $ CARL & ANN LEE �FRE \ `1 •28 63-A-82 K\ I DISTURBANCE) Z ED, B-3 'I Q " N46 j2 IT AG s ( TO CCESS ROAD CONSTRUCTION ': N43 . U.1 w I I- I_-�39 41 E- �" 767.62' I z - "'- RAD T EET EXISTING IN THIS + � _ I p c CRS .AREA �,- 0 RIM=7X44p "'i ' �,�' G ` EAM ,�---- ,g - I "n��� Z. l INV. iN=7 iY „� •'\ TO MIAN - �32� -, _ INY. T �z) l ,UNDISTURBED - - . , , (�C I _ w FUTURE FCSA 30' WATER- ' z - I �: { - I z 2 AND SEWER EASEMENT _- til ` I 10' TEMP. CONST, ESM'T I 1 { F ., J'P c� ° o cn (INCLUDE - _ -' ! 1:+� -.. _ z" v ` WASHR•ACK) „ ' N 1 • . LIMIfS OF w o 20' FCSA WATER EASEMENT oo . 1' CONSTRUCTION - "' " w v CE SF P v�1 ,t ' .." • I Q j wo SF 614.75' 01 a u cM `o N34'42'58' - - ------ --- - .... c Lu X -_ .. - rN E - - `�--, 730 ' ❑N DESIGNATED W TLAND ; I m2 n 3 5', AREA IDENTIFIED' BY FIELD.... _ , _ _ _.. - I o a �6�, 3 INVESTIGATION. REFER TO - I 0' FCSA SAN SEWER EASEMENT - - RR T �. �. R DRAWING C0.1 _..-.._.7�4,.. - CIP IP EXISTING CITY 20' 10 TEMP. CONST. EASEMENT I O p 2 AC GRASS SB ❑P I AC PVMT I11-C Q SA Q,$�• a SAN SEWER EASEMENT-- 34 m AC BLDG SF RR RI . . 7 CRITICAL-1:ROSION 722 • .. _ ... _ ... _ . I AC TOTAL �719.55 AREA I �.�.. C r Q I EA I� SF - M INV. .89 -•� �- �,. RIM=72D.3g" •' R!M=717.33 u ®OUT _� :per _ S� INV. ;y-713.85 INV.OUT=710.6fi I I '-., - .. R'E„20'"CITY `� "_'``^-�-��-�mt.{Lou�=773s _ �NV. IN=7+0.78 €XISTING STREAM SF D A ESM'T _ . _ �- _$� TO REMIAN TURBED SF AC P.GaASs q1;2 AC VMT \ \ AC Tr7TALNiM FINISH FLOOR] :-tn0p r - 0 4g4 . \ II " 756.00 SF - LIRITS QF Nn , v \\\y\,. �` �W. T 77 a • ~' AC A GRA P x /// 1�\ '. SF CONSTRUCTION AC N \ AC BLD X x\ a _ _ AC TOTA I Iti0 I - I SF 011 '. RIM=70955' STC JCPILE �4 , \ 7 ...... �p33g 'INV, 0U'=iQ3.22 A x I T x SF II A GRASS FINISH FLOOR = 75 SF I - - - - - - - -- -- - 1 x / 0 0 i d �2Z AC PVMT 1 jet AC SF C v I -70=6A r' xz A C B TOTAL-- S B'.', z Nv. t �9h' O 00 x >.x - d•�,t,-''' ` PERTLINE INFORMATION FROM TRIAD ENGINEERING Z a I I _ I " _,•_ _` v �+• ; • ` ''a„� >,,-. PLA . AOMI POOLE ADrAMS ESTATE DATED 11-6-97. Q J i r SF r Z -_ J ko D DlotliT%9°s0 J SB , y LINE TABLE LINE. LENGTH BEARING Ll 29.46 N34'42'S3'E L2 45.45 N33'08'27'E L3 15.78 N57'38740'W L4 37.32 N55'36'28'W L5 56.43 S49°34'03'E ZLL aCC b Y S � J too NN 8 0 _ -x--x a . /� ,,tip 8k.96 - G J (/i . _ > 03 182 - �2B53 �INVZ G cc W CT *1058.84, . 20 W Z`1 a n o I , I�73 §' 9 _ S F - - - - _ z - r iz� INI,ERST�TE 81,'• )CRITICAL EROSION -<' - _ _ .. _ ;� �} t DATABASE 5631100s.DWG AREA` - - N c a.M,. 7j�j' BSUP l.J ` - - f - '� \��'`�rrl'r'�l� "'ay I -1 �'.j>'-v' DRAWN CAr' -_. .. , _._._.. �_a - - _ .'... - _ N01 M -i -� 1 1 CHECKED SAJ . _. . - .�.....- :.-J-- ....-_ ��� ._._..- ,.._. __. Q. CREVIEW SAJ DRTE 041999 NUMBER 5631.20 Ab J : AEROSION AND SEDIMENTATION CONTROL PLAN ., 1". 100.00' C 0. 2 "-- `_'37'03'05'W ------------------------- - - - - - - - - - - - -- I 8.00 5.00' I 5.00' 8A0 9.00'9.00'9.00'9.00' 20.00' u a PRECAST CONCRETE PARKING BLOCK (TYP)� IF I o WALK FLUSH WITH I ni o 00 0 0 o PAVEMENT (TYPICAL)I I I I HANDICAPPED PARKING PROVIDE MARKING AND SIGNAGE I I PER LOCAL REQUIREMENTS -------------- N34°42'58'E - _kj�L7j-- GENERAL NOTES 1. DIMENSIONAL LAYOUT AS SHOWN IS FROM EDGE OF PAVEMENT, FACE OF CURB, FOUNDATION WALL OR OTHER FIXED POINT. 60.00' FUTURE RIGHT OF WAY EASEMENT. PRIOR TO 2. V.D.O.T., WHERE NOTED REFERS TO THE COMMONWEALTH OF VIRGINIA, ANY FUTURE SUBDIVISION OF PARCEL 63-A-86A, THE DEPARTMENT OF TRANSPORTATION, ROAD AND BRIDGE SPECIFICATIONS, PROPOSED FUTURE 60.00' RIGHT OF WAY EASEMENT ❑R LATEST EDITION. AN APPROPRIATE ALTERNATIVE ALIGNMENT SHALL BE CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK 3, REFER TO DRAWING C4.5 FOR CONCRETE PAVEMENT JOINTING. COUNTY FOR ACCEPTANCE INTO THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD SYSTEM 4. MINIMUM RADIUS ON CURVES, ]ISLANDS IS 5.00' UNLESS OTHERWISE NOTED OR CONTROLLED BY DIMENSIOtgAL LAYOUT. I W ---- — W----------------------- --- —� --------------- SITE DEVELOPMENT PLAN 1"= 50.00' __ SITE PLAN SHAL_l- VALID FOR-5 YEARS_FR(QM DATE -OF C 20.00' GRAVEL FIRE ROAD ,-0 KEYNOTES 1 FOUNDATION CORNER:, 2 EDGE OF PAVEMENT- 3 INSIDE FACE OF CUIRB. 4 FUTURE EXPANSION. 5 3,00' EARTH BERM. 6 27.00' DRIVE, TYPICAL EACH END. 7 NON -CLIMBABLE CONVCRETE CURB. PER 7/C4.1, 8 VERTICAL CURB PER 8/C4.1. 9 INTEGRAL CURB PER 5/C4.1. N v 10 STOP CURB AT SHOIULDER TYP EACH SIDE. 0 11 CENTERLINE RADIUSi = 50.00'. z 12 R = 100.00'. c 0 13 BEGIN INTEGRAL CUJRB. I- W 14 END INTEGRAL CURIB. a 15 BEGIN NON-CLIMBABBLE CURB. 16 END NON -CLIMBABLE CURB. V17 WALK FLUSH WITH PAVEMENT REFER TO DRAWING C2.1. .4 18 5.00' RADIUS TYPICAL EACH END OF ISLAND. 19 60.00' RADIUS TYPICAL EACH END OF ISLAND, 20 10.00' WALK. 21 10.00' x 5' THICK FPLAIN CONCRETE WALK ON 4' SUBBASE. PROVIDE TOOLED JJOINTS AT 5'-0O.C. EACH WAY. 22 6' HIGH INTEGRAL CURB ON WALK SIMILAR TO 5/C4.1. (PAVEMENT AND RECEIVING ROOM SIDE ONLY). 23 R = 55,00'. 24 CONCRETE ISLAND 'PER 13/C4.3. 25 REFER TO 'A' SERIES DRAWINGS FOR WALK JOINTING AND RELATED DETAILS. 26 STAIRS, REFER TO 'A' DRAWINGS. 27 CONCRETE PAD AT DOOR REFER TO 'A' DRAWINGS. E228 CONDENSER PLATFORM AND CONCRETE PAD, REFER TO 'S' DRAWINGS. 29 PROVIDE CURB COINITINUOUS ACROSS BACK OF PARKING. STOP~� CURBED ISLAND 2.00' SHORT AND PROVIDE 6' PLAIN CONCRETE, 2'-0' WIDE FOR DIRAINAGE. REFER TO DRAWING C2.1. 30 ASPHALT PAVEMENIT SIMILAR TO 1/C4.1. PROVIDE 7' BITUMINOUS BASE COURSE. 31 GUARDRAIL PER 141/C4.3. SET FACE AT V-6' IN FROM EDGE OF PAVEMENT. COORDINATE INSTALLATION WITH UTILITY WORK INDICATED ON DRAkWING C3.1. 32 GUARDRAIL END TERMINAL PER 14/C4.3. 33 CURB/WALL AND EMBEDDED METAL FOR COMPACTOR INSTALLATION. REFER TO 5/C4.4. 34 4'-0' PERIMETER AGGREGATE THIS AREA SIMILAR TO ll/C4.1. 35 GRAVEL AREA SIMILAR TO Il/C4.1, INCLUDING BENEATH CONDENSOR PLATFORM, 36 PRIOR TO ISLAND INSTALLATION VERIFY TANK FOUNDATION CONSTRUCTION, 37 DEPRESS CURB TOI 1' HIGH AT 10.00' WALK, REFER TO DRAWING C21 38 PRECAST PARKING BLOCK PER 3/C4,6 PIN TO ASPHALT WITH PARKING FACE AT 2.00' FROM EDGE OF 8.00' WALK. 39 TAPER CURB TO FLUSH WITH BACK OF WALK. 40 MONUMENT SIGN, REFER TO DRAWING CO.1. FIELD VERIFY LOCATION TO CLEAR WATER EASEMENT AND 10.00' SIGNAGE SETBACK 41 NITROGEN TANK AND PAD. (REFER TO 'S' DRAWINGS FOR PAD) PROVIDE 6'-0' HIGH CHAINLINK FENCE W/ 6'-0' SINGLE LEAF GATE AS DIRECTEDI BY OWNER. <REFER TO DRAWING C1.2 FOR FENCING REQUIREMENTS). 42 END OF ISLAND, REFER TO 'A' DRAWINGS, BUILDING DIMENSIONS NOTED WITH AN ASTERISK ARIE FOR GRADING LAYOUT & GENERAL INFORMATION ONILY, REFER TO LATER ISSUE 'A' AND 'S' SERIES DRAWINGS FOR COMPLETE BUILDING DIMENSIONING a�godo� N _ Er 0 cr w z z 0 z w z W yWy R u U 1 o � �I §� o LIJH x u ��a 3 a �0� 1,: Q J Z J IL 40 LL cc W > _J CE 0 Lu H O W W G ui = V = Z Z DATABASE 56312DSJ.➢WG CHECKED SAJ Q. C. REVIEW SAJ DRAWING DATE 041999 JOB NUMBEERR 5631.20 PRINT DATE C1.1 w w--- I \ \ I IN \ \ \ \ FUTURE 75.00' I I \ BUILDING SETBACK 60.00' FUTURE RIGHT OF WAY EASEMENT, PRIOR TO \ ANY FUTURE SUBDIVISION OF PARCEL 63-A-86A, THE \ \ \ PROPOSED FUTURE 60.00' RIGHT OF WAY EASEMENT OR I I \ AN APPROPRIATE ALTERNATIVE ALIGNMENT SHALL BE \ \ \ \ \ CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK I I ION \ \ COUNTY FOR ACCEPTANCE INTO THE VIRGINIA DEPARTMENT w \ \ \ OF TRANSPORTATION ROAD SYSTEM I I a \ \ IN, '+ \ \ FUTURE 75.00' \ I I I \ BUILDING SETBACK \ \ \ \ \ I I INV. IN-718.89 \ �IN_OUT=718J9 ' \ \ \ \ \ I I V \ \ 1p \ I IQ `---_ INV. IN=713.69 \`NV. WT=713.61 \ RIM=717.33 S--A—N — \ — — _ _ •ENV. IN=71U.78 \IN,— — _ \ _—_—I•—I \ \ II IN, \ RIM­ -1 IN'7451 • t-- .�\. ` /�- INV. OUT=7t4.31 Ly FENCING' 1. 6'-0' CHAINLINK FENCE v /� WH,-7Bs5 NV. !N=50 .32 WITH (3) STRANDS BARBED INV. OUT=703.22 WIRE, � X 2. ALUMINUM COATED FABRIC AND WIRE WITH REMAINDER O OF FENCING HOT DIPPED RIM=7 7ao c9 GALVANIZED. j� INV, IN-697.31 J sT� � �iNv. aJT=ss7.11 1 t 3, TOP, MIDDLE AND BOTTOM ? C RAILS. / \ 0 PROVIDE A COMPLETE INSTALLATION FROM \ s ~ A SINGLE MANUFACTURER INSTALLED IN � w ACCORDANCE WITH MANUFACTURER'S / \ W RECOMMENDATIONS. WASTEWATER FPRETREATMENT O /vu�l �\ \Al / I v \ \ \ RLU=1Otl.12 INV. IN=694.44 FENCE CORNER PROPERTY CORNER \ \ \ INV. OUT=694.37 Ex, Lift StatIll ?�FE 25.00' BUILDING \ \ 25,00' DOUBLE LEAF FENCING SETBACK \ GATE WITH STOP, \ \ \ KEEPER AND LOCKING o NCE CORNER �� HARDWARE hN'V".IN �% NV. IN.=695.80 p� 4 � / INv. cup=aa5.ao REFER TO DRAWING \ P.I. oCIA FOR ALIGNMENT pP.I. 0 3 j oo AYOUT LINE / R=100.00' bo. 4 2'23'6' Cl o O R=50.00' 25.00' ,I. _ o —zs.00' — , P.I. • — • — ' FENCING ��- R=30.00'- 75.00' BUILDING 146,00' 225.00' S5. 0' /Ig cl SETBACK 20.00' 0 90*0'0 / FENCE o INV=692.96 CORNER ^ / j INv=692.91 ARC=470_99' / / INV=692.95 __ / Rt =74100 301,82' R=23126.32 / / iN� 69t0 a S34°23'03'W wouT LAYOUT LINE PROPERTY CORNER 6'K1G' BOX C I..VFRTS _.DEVELOPMENT PLAN I I 1". cll ,-0 KEYNOTES 1 EDGE OF 20.00' DRIVE. 2 REFER TO DRAWING C3.2, 3 R = 20,00'. 4 R = 25,00'. APPROVED BY ZONING ADMINISTRATOR'� DATE: SITE PLAN SHALL BE VALID FOR 5 YEAR!S FROM DATE OF APPROVAL � Q J Z Z d oc LL ; WLu J �H G o WLu =3z IL ui = Z DATABASE 563120SJ.DWG BSUP DRAWN CADD CHECKED = SAJ 0. C. REVIEW SAJ DRAWwc 041999 DATE 5631.20 NUMBER" PRINT DATE C1.2 PRIOR TO ACCESS ROAD CONSTRUCTION GRADE TO MEET EXISTING IN THIS AREA INDUSTRIAL ACCES ROAD REFER TO PLANS PREPARED BY V,D,O,T. SITE GRADING AND DRAINAGE PLAN 1"- 50.00' GRADING AND DRAINAGE NOTES 1. MAINTAIN DRAINAGE THROUGH AND ACROSS SITE AT ALL TIMES DURING CONSTRUCTION, 2, REFER TO DRAWING C4.2 FOR STORMWATER DEI ENTION LAYOUT AND DETAILS. 3. REFER TO DRAWING C0.2 FOR EROSION AND SEDDIMENTATION CONTROL, 4. ELEVATIONS INDICATED ON THIS PLAN REPRESIENT FINISH GRADE, DURING ROUGH GRADING GRADE IMPROVED AREAS TO VARIOUS BUILDING AND PAVEMENT SUBGRADE ELEVATIONS AS INDIICATED ON C4.3 SERIES DRAWINGS. GRADE ALL NON -IMPROVED AREAS T'O ALLOW FOR LATER PLACEMENT OF 6' OF TOPSOIL. 0 0, 01 0, o m co N, v 0 0 0 NOTE; REFER TO DRAWING C5.1 FOR APPROXIMATE LOCATIONS AND DEPTHS OF ROCK & SHALE > x x U U x U x U x U I I ,-0 KEYNOTES 1 HEADWALL, PER 6/C4.3 IE 18' AND 15' = 738;.00, 25.00' WEST OF EDGE/ PAVEMENT. 2 OUTLET HEADWALL, PER 6/C4.3 IE 727.00 3 RELEASE HEADWALL, PER 5/C4.2 IE 727.25 4 HEADWALL, PER 6/C4.3 IE 732.00. 5 STORM MANHOLE PER 13/C4.1, TOP ELEVATION = 744,00 IE 15' IN & 18' OUT = 739.30 PROVIDE GRATED LID & 6'-0' LG, 15' EXTENSION TO EAST. " (PLUG FOR FUTURE CONNECTION). 6 10.00' EARTH BERM. S w = = k $ - 7 3,00' EARTH BERM (SHOULDER) REFER TO DRA\WING Cl.l. P = $ 8 RELEASE HEADWALL, PER 4/C4.2 IE 737.00. - 9 OUTLET HEADWALL, PER 6/C4.3 IE 736.50 o 0 gH 3 o 10 NON -DESIGNATED WETLANDS, IDENTIFIED BY FIELD INVESTIGATION, TO REMAIN UNDISTURBED. REFER TO DRAWING # C0.2, 11 HEADWALL PER 6/C4.3, IE 30' = 737.50 0 w 12 STORM MANHOLE SIMILAR TO 13/C4.1. TOP ELEVATION = 744.50, IE 30' z OUT = 738.04, IE 30' IN = 738.04, IE 24' IN = 738.10, IE 15' = 741,00. - PROVIDE GRATED LID AND 6'-0'0 BARREL, z 13 STORM MANHOLE PER 13/C4.1. TOP ELEVATIONI = 745.50, IE 30' IN AND w OUT = 739,49. PROVIDE GRATED LID AND 6'-(0' 30' EXTENSION TO z SOUTHWEST. (PLUG FOR FUTURE CONNECTION).. E w� UO 14 DRAINAGE STRUCTURE PER 17/C4.1, TOP ELEVATION = 744.50, IE 18' IN ry v "o ev AND 24' OUT = 739.00. T N v H Fo c 15 DRAINAGE STRUCTURE PER 17/C41. TOP ELEVfATION = 744.50, IE 12' IN w F^ �°, z s ' AND 18OUT = 739.40 Z 16 DRAINAGE STRUCTURE PER 17/C4.1 TOP ELEVIATION = 74435, IE 12' OUT =L) �� 3 a �"� 3 c = 739.60. 1- 17 STORM MANHOLE PER 13/C4.1. TOP ELEVATION = 748.50 IE (2) 12' IN ae AND 15' OUT = 742.60 PROVIDE SOLID LID. W w 18 STORM MANHOLE PER 13/C4.1. TOP ELEVATIONI = 748,55. IE 12' IN & OUT = 743.20. PROVIDE SOLID LID. 19 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVIATION = 748.00, IE 12' IN AND OUT = 744.85 V i 20 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVIATION = 748,00, IE 12' OUT = 746.05 21 7,00' BERM BEHIND CURB. GRADE BEHIND CURD TO MATCH PAVEMENT ELEVATION. 22 2.00' DITCH. • 23 4,00' DITCH. • 24 18' AT 2.0%, 65.00 LONG. • 25 15' AT 1,50%. 26 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEWATION = 744.00 IE 15' OUT = 738.98 60.00' NORTH OF CORNER OF LOT, 27 DRAINAGE STRUCTURE PER 17/C4.1, TOP ELEWATION = 742,00 IE 12' OUT = 733.50. 28 12' AT 5.0%. 29 30' AT 1.07 50.00 LONG, CENTER ON FIRE ROAD. 30 36' AT 1,187, 87.00' LONG. 31 5.00' LOW FLOW CHANNEL, REFER TO 8/C4,3. Z 32 8,00' LOW FLOW CHANNEL, REFER TO 8/C4.3. J 33 MAINTAIN AND PROTECT EXISTING WATER MAIIN. W ~ 34 DRAINAGE STRUCTURE PER 17/C4,1 TOP ELEWATION = 746,65, IE 12' 0 Q OUT = 743.50 (REFER TO 5/C4.4 FOR LOCATIION). Z J Z 35 DOUBLE TRENCH DRAIN PER 10/C4.3. TOP EL = 748.17. IE 12' STORMocV OUT = 746.10, LL > 36 RIP RAP 1'-0' THICK PER 8/C4.3. � Y> 37 CONCRETE PAD AT DOOR, ELEVATION = 752.E57. (REFER 'A' DRAWINGS). z J 38 INLETS TOP ELEVATION = 752.50, REFER T0I DRAWING C3.1 FOR W PIPING. Z 1�_ 39 STAIRS, REFER TO 'A' DRAWINGS. C coW 40 CONCRETE PAD AT DOOR. REFER 'A' DRAWIN(GS AND MATCH FLOOR 'A' O LU ELEVATION PER DRAWINGS. W Z 41 REFER TO 5/C4.4 FOR ADDITIONAL INFORMATfION IN THIS AREA. F a W 42 752,50 (PAVEMENT), 752.58 CURB AND WALK( REFER TO DRAWING CIA. N = z 43 RECEIVING ROOM ELEVATION VARIES, REFERTO 'A' DRAWINGS. DATABASE 563120SJ,DWG BSUP 44 EDGE OF HANDICAPPED PARKING, REFER TO DRAWING CIA, DRAWN SA CHECKED AJ 45 CONCRETE PAD FOR NITROGEN TANK, ELEVA'JION = 755,25, REFER 'S' D C. REVIEW SAJ SERIES DRAWINGS. °RAGA"E 041999 JOB NUMBER 5631.20 PRINT DATE C2.1 XI :\ TEM RARY SEDIMENT \ /�' BASI (REFER 'T❑ """\ 07• DRAWI G C 2 A D \ Riu=,'off S' RAWI C4. ) OUT, , sz I. -+7Q3.2;? 7 CD E \ GUT II(r ' 8.00PIP I i \ , \ r - _ INV. 0U'=39ti.37 Ex.', t.If't S`tr..tte�T r , a INY o L j./. INV. ,�=��$93.5, 0 Itav=,ssz.96 INV=892M / ENV,� — b7 6`0V 00X CULWR?S .r 0 KEYNOTES 1 LAYOUT LINE, REFER TO DRAWING C1.2. 2 CENTERLINE DIKE AT PRfOPERTY LINE SpHav�«= r4�Ya�Fa�� Ss o� l i n fr 3 o T/1 [Y O_ x W — Z CD Z_ CY Lu Z m � � f Z t ry 1 W Cf ry c v x N0 H Ng. 1 (J WW M I H X, xO Z M C z G J Z - C$ LL� Z (3 J W W O CO W 4 W = awl = Z v DATABASE 563120SJ.DWG BSUP ➢RAWN I,ADD CHECKED $AJ UC. REVIEW SAJ DRAWING DATE 041999 , 5631.20 NUMBE°. PRINT ➢AT`EE TV ` .` ELECTRICAL KEYNOTES E PROVIDE (1)2' RIGID STEEL CONDUIT WITH (4) I FIRE PUMP SERVICE DISCONNECT, PROVIDE CLASS 2 K STUB OUT CONDUIT FROM POLEBASE FOR FUTURE TELEPHONE LINES AND (1) CAT5 ETHERNET CABLE POLE, HEIGHT TO MATCH EXISTING, WITH 0) DOUBLE EXTENSION TO ADDITIONAL SITE LIGHTING. A PROVIDE (4) 2' PVC SCHED 80 CONDUITS WITH PULL AND <2) 2' PVC CONDUITS, (1) WITH (16)#8 AND (1) CROSSARM, (1) SINGLE CROSSARM, (3) PIN STRING. STUB UP INSIDE BUILDING IN VENDING WITH PULL STRING. PROVIDE HAND HOLES EVERY 200' INSULATORS,(I) 3-POLE GANG OPERATED INTERRUPTER STORAGE ROOM, COORDINATE GUARDHOUSE STUB UP MINIMUM FOR PRETREATMENT TELE/DATA AND CONTROL SWITCH, (3) FUSE CUTOUTS, AND #6 GROUND WIRE LOCATION WITH GUARDHOUSE CONSTRUCTION. WIRING. FROM 10'X3/4' GROUND ROD TO (3) LIGHTNING ARRESTERS, PROVIDE ALL COMPONENTS NECESSARY TO B PROVIDE (1) 1' PVC SCHD 80 CONDUIT W/ F PROVIDE (3)4' RIGID STEEL CONDUITS WITH PULL COMPLETE INSTALLATION. LOCATE POLE IN LINE WITH (2)#8,#80. ALL BENDS GREATER THAN 45- TO BE STRING FOR BUILDING SERVICE CABLES, EXISTING OVERHEAD LINE. PROVIDE OVERHEAD RIGID STEEL. STUB UP INSIDE BUILDING IN CONDUCTORS TO METERING POLE TO MATCH INCOMING STORAGE ROOM. G PROVIDE (2)4' RIGID STEEL CONDUITS WITH PULL UTILITY COMPANY CONDUCTORS AND TERMINATE ON STRING FOR FIRE PUMP SERVICE CABLES. BUILDING SERVICF DISCONNECT POLE. C PROVIDE (2> 2' PVC SCHED 80 CONDUITS WITH PULL STRING FOR POWER AND CONTROL TO FUEL H PROVIDE (2)4' RIGID STEEL CONJUITS WITH PULL J BUILDING SERVICE DISCONNECT. PROVIDE CLASS 2 ISLAND PUMPS. STRING FOR TELEPHONE/DATA SERVICE AND (1) 2' POLE, HEIGHT TO MATCH EXISTING, WITH (1) DOUBLE RIGID STEEL CONDUIT WITH PULL STRING FOR CROSSARM, (3) DEAD END ASSEMBLIES(1) 3-POLE GANG D PROVIDE (1) 1' PVC SCHD 80 CONDUIT W/ ........ ....... ... .......... �.,�.rr., .,,.., ._. r-, nr UTILITY METERING CONTROL WIRES, OPERATED INTERRUPTER SWITCH AND POWER FUSE ASSFMRLY. #A GROUND WIRE FROM 10'X3/4' GROUND SITE UTILITY PLAN - I _ 50.00' SEWERS, TELEPHONE AND DOMESTIC WATER UTILITY NOTES 1. COORDINATE WORK SHOWN WITH OTHER UTILITIES, STIORM SEWER SYSTEM AS A INDICATED ON DRAWING C2.1. PROVIDE ALL BENDS, OFFSETS AND ETC. REQUIRED DUE TO COORDINATION WHETHER INDICATED ON DRAWINGS OR NOT. 2. WATER TAPS, SANITARY SEWER TAPS TO B- IN STRIC:T ACCORDANCE WITH FREDERICK COUNTY REQUIREMENTS. VERIFY THESE REQUIREMENTS PRIOR TO BIDDING AND PROVID: ALL MATERIALS AND INSTALLAITIONS NOT FURNISHED BY COUNTY CONTRA..OR' TO MAKE ALL ARRANGEMENTS;, PAY ALL FEES IN CONNECTION WITH THIS WORK. 3. REFER TO 'E' '-RIES DRAWINGS FOR SITE LIGHTING SPECIFICATIONS, BRANCH CIRC",TRY REQUIREMENTS, POLE BASE DETAIL.$ MAIN FL.ECTRIC AND TELEPHONE SERVICE REQUIREMENTS. 6 4. FCSA REFERS TO FREDERICK COUNTY SANITATION AUTTHORITY. 3 KEYNOTES ,-0 1 B'x8'x6' TEE, THRUST BLOCK. r 2 FIRE HYDRANT, 6' VALVE WITH BOX TO GRADE, THRLUST BLOCK, 2) PIPE GUARDS. y 3 45' BEND, THRUST BLOCK. r 4 10.00'. z 5 FIRE PROTECTION ABOVE SANITARY SEWER. 6 90' BEND, THRUST BLOCK, 7 FIRE MAIN BELOW CULVERT, REFER TO DRAWING C2.11. PROVIDE IS- MINIMUM SEPARATION. 8 22-1/2' BEND, THRUST BLOCK. 9 OMIT PIPE GUr.rDS. 10 11-1/4' BEND, THRUST BLOCK. 11 FIRE PROTECTION ABOVE SANITARY AND PROCESS SEWER. 12 FOUNDATION CORNER. 13 EDGE OF PAVEMENT. 14 REFER TO 'P' DRAWINGS FOR LOCATION OF UNDERGRZOUN.. UTILITIES EXITING AND ENTERING BUILDING. (INCLUDING EXTERIIOR CLEANOUTS), 15 PROCESS MANHOLE PER 13/C4.1, TOP ELEVATION = W49.10, IE 10' IN AND OUT = 74J.12 16 PROCESS MANHOLE PER 13/C4.1, TOP ELEVATION = 7746.15, IE (2) 10' IN = 739.90, IE 12' OUT = 739.73. 17 PROCESS MANHOLE PER 13/C4,1, TOP ELEVATION = 7746.45, IE 12- IN AND OUT = 738.23. 18 PROCESS MANHOLE PER 13/C4.L TOP ELEVATION = 7747.7, IE 10' IN AND OUT = 736.73. 19 PROCESS MANHOLE PER 13/C4,L TOP ELEVATION - 7745.6, IE 10- IN AND OUT = 73'16. 20 IE 10' PROCESS = 743.00, IE 6' SANITARY = 741.94.. 21 SANITARY MANHOLE PER 13/C41 TOP ELEVATION - 749.85, IE 6' IN AND OUT = 741.70. (A 22 SANITARY MANHOLE PER 13/C4.1, T13P ELEVATION = 747.00, IE 6' IN AND OUT = 739.29. W 23 SANITARY MANHOLE (DROP) PER 12/C4,3, TOP ELEV*TION = 745.88, IE 6' IN AND OU-, - z 736,88, IE 4' IN 742.50. 24 SANITARY MANHOLE PER 13/C4.L TOP ELEVATION = 746.60, IE 6' IN AND OUT = 734.27. Z ir 25 SANITARY MANHOLE PER 13/C4.L TOP ELEVATION = 745.50, IE 6' IN AND OUT = 730.91 LU LU m zL, 26 SANITARY BELOW PROCESS, CW AND UNDERGROUND TTELEPHONE. V EI 27 IE 4' SANITARY = 742.83, IE 12' PROCESS = 739JR z N Q LU u ti 28 STORM MANHOLE PER 13/C4,L TOP ELEVATION = 74ES.70, IE 30- IN AND OUT = 743.83, LLI v �o G 29 IE 30' STORM = 744.39, IE 10' PROCESS = 742.65. w L)LU m �l P-V 30 IE 30' STORM - 744..1L IE 6' SANITARY = 741.28. M= = x s I () ;ice 31 FIRE PROTECTION ABOVE STORM SEWER. �(r m , ; Q .o „ 3 32 GRIT CHAMBER PER 3/C4,4, IE 6' IN = 749.05, IE 6' OUT = 748.80, 33 OIL/WATER SEPARATOR PER 6/C4.4. IE 6. 748.37 IE 6' OUT - 748.29. 34 IE 4' SANITARY - 753.50. 35 IE 8' STORM = 754.09. 36 CLEANOUT IE 8' STORM - 749.65. 37 IE 4' SANITARY = 751.33, IE 8' STORM = 748.85. 38 STORM MANHOLE PER 13/C4.1 TOP ELEVATION - 7532.50, IE 8' AND 10' IN = 747.75, IE 15' OUT = 747,33. 39 STORM MANHOLE PER 13/C4.1 (WITH GRATED LID). TTOP ELEVATION = 748.25 IE 15' IN AND OUT = 742.87, IE 10' IN = 745.04. 40 15' STORM 8 3.57%. 41 10' STORM @ 2.0% 42 IE 8' STORM = 748.34, EXTEND TFI 10' MAIN. INCREASE MAIN FROM 8' TO 10' AT CONNECTION FROM THIS BUILDING LINE. PROVIDE A;LL BENDS, FITTINGS AND TRANSITIONS REQUIRED. 43 8' STORM @ 2,07. 44 IE 8' STORM = 749.84. 45 CONNECT TO 15' STORM STUBBED OUT OF INLET ATT IE 739,30. REFER TO DRAWING C21. 46 4' SANITARY ABOVE 12' STORM REFER TO DRAWING C2.1. 47 B'XB'XB' TEE, THRUST BLOCK. 8' VALVE WITH POST INDICATOR. 48 FIRE DEPARTMENT CONNECTION PER 4/C4,4. SET, AIT 10.00' FROM EDGE OF PAVEMENT, 49 10' CW AND 8' TO FIRE DEPARTMENT CONNECTION BELOW 8' EIRE PROTECTION. 50 10' TAP ON EXISTING 20' WATER PER COUNTY REQIUIREMENTS. (TAP BY FCSA). 51 6' TAP ON EXISTING 20' WATER PER COUNTY REQUIREMENTS. (TAP BY FCSA). 52 PUBLIC HYDRANT PER COUNTY REQUIREMENTS. SET AT 10.00' FROM EDGE OF PAVEMENT. 53 WATER FIREMAINS BELOW ELECTRIC AND TELEPHOINE. 54 1' CONDUIT FOR SUPERVISORY, REFER TO 'E' DRAIWINGS. 55 STORM MANHOLE PER 13/C4.1. TOP ELEVATION = 7'43.0, IE 24' IN AND OUT = 739.00. � E 56 FIRE PROTECTION BELOW 24' STORM. PROVIDE 18" MINIMUM SEPARATION. 57 AREA DRAIN, TOP ELEVATION = 751.50, IE 6' OUT = 750.80. PROVIDE JR SMITH #2255, 6' OUTLET. PROVIDE TRANSITION TO 8' m ALL FITTINGS REQUIRED. 58 CL EANOUT, IE 8' = 750.05. 59 8' DUCTILE IRON AT 1.0%. 60 TELEPHONE, ELECTRIC, FIRE PROTECTION AND WAVER BELOW STORM FROM AREA DRAIN. 0 61 INLET PER 17/C4,L TOP ELEVATION 752.50, IE 8' IN AND OUT = 748.95. t o 62 INLET PER 17/C4.1, TOP ELEVATION 752.50, IE 8' OUT = 749.25 EXTEND 8' D'JCTILL IRON TO ADJACENT INLET AT 1.0%. 63 8' VALVE WITH BOX TO GRADE (ON 8' STORM LINNE) SET AT 3.50' FROM EDGE OF PAVEMENT. (FURNISH (2) HANDLED VALVE OPERATTORS TO OWNER). 64 CONNECT 8' PROCESS TO 12' PROCESS MAIN WITHi WYE CONNECTION AT IE 639.30. 65 PROCESS BELOW STORM. REFER DRAWING C2.1. 66 PROCESS SEWER, POLYPROPYLENE PIPE FROM BUILLDING TO FIRST MANHOLE, REFER TO W SPECIFICATION SECTION 02710. 67 GAS METER SET, BY UTILITY COMPANY, 68 GAS MAIN (IN EASEMENT) BY UTILITY COMPANY. DATI 69 IE 8' STORM = 75055 IE 6' PROCESS = 74925 BSUI r � Q V Z 48 LL cc Y> J � W QW= =3z xz3 ' DRAWN CADD 70 FIRE PROTECTION BELOW STORM, CHECKED SAJ 0, C. REVIEW SAJ 71 IE 15' STORM = 741.65, I_ 12' PROCESS = 7?9.17.. REFER TO DRAWING C2.1. DRAVtNr, DAZE 061899 72 IE 15' STORM = 741.55, IE 6' SAN -ARY = 736.977. REFER TO DRAWING C21. JOB NUMBER 5631.20 73 FSCA WATER EASEMENT, RLf ER TO /,4.6. PR MT 74 CENTER FIRE HYDRANT IN ISLAND e ' 5-0' BACK FR.'+, ENi DATE C3.1 ------..-.---.--_----_--_— w------------------J .. •_..... ._ .. ...... .._........ I I ....... so- ti _._ 724 I I _......._ ........_.I'1 Icr, II � 728 1 I I RIM-726.74IN • `INU. OUT-718.79 I I \ Sqµ� ._....._..., I cn II _.. 4-z-' 5...x'_'` I r I -'INV OUT13`89.71361 I '} -� . �, '..-�. "„'• `' - ..INV. DU a .s6 _ _ I 1-,S 01 w N u \� / �y;� - EXISTING COUNTY MANHOLE R \. RIM = 707.0t ` SAN TAR MA HOL PER 13'/C4.1 ^� IE 15' IN = 697.3t TOP LE = 09.5 ` / ply 7oss5 IE 15' OUT = 697.1t SAM LING AN GAUG G 12 IN ❑ T = 03.37 �/ `•� irrv. IN=7o3.32 R 2' @ 107 INV. OUT=7t�3.23 - , , MAN LE PER 8/C4,4. �(' / t TOP LEV 36,50 IE 12 IN = 7 3 !/ v\ IE 12 OUT = 23.00 (9 'y.�'` '`• - INV. 397 31 ` \ SANI RY MANH E f { I 'OUT=697 2 < I (5'-0' SIMILAR Flo \ p TO 1 /C4.1) T - L IE 6' IN 7& 6 2' OUT \\'' DROP CORNECTION A ARY M HOLE PER 13/C .1 - 724,08 `\ TO EXISTING AANHOLE l+ P ELE = 736,5 / \ \ '. ',�, , PER COUNTY REQUIREMENTS w E 6' &OUT - 24,97 E 1 N = 732,70 / \ \ IE 12' IN = 703.07 �J n, \,�9' \; C" v -VA. E? ISTSNG,.15' C UNTY SilINITNRY M HOLE E 13/ T P ELEV 737, 0 SANITARY SEWE I I & UT = 7.5 80.0 100,0 \'\ r_iNV.OUT969431 Ex,L Stntlua- �' _I NA SA 56,0p, ^, ) V. lig.696 V. OlUT=695.60 $100' ON LINE 73 30,00, 11 HY R"' - n / 1 c SANITARY MANHOLE m —7 / (DROP MANHOLE PER - IE 12' = 733,50 ; 12/C4,3) 3 4 > - -737-" I: / TOP ELEV = 732,% 8 IE 12' IN = 722.40 2 IE 12' OUT = 7%.00 12' @ O,s - '� _. 12' @ 0, 7 to 1 WASTEWATER 1 O 1 742--__.__._.. F- 6 T 1 / / / PRETREATMENT R❑ ESS MANH E PER /C4,1 IE 1 IN AN ❑UT = 734,6 � _LIFT fc — S3_ �-"---._"._"---•-�_"` "----"``"'�� __/ // /; ' A 9so INV= 91 _R�INV=692.95 3RW* ... 4'23 03'W - ....."..._...-.'..._......_.-.............'_.'-........-.-.._...-............._..............-.. 'i /,'b•....,... _........... PROCESS MANHOLE PER 13/C4.1 TOP ELEV = 738,50 -(3) 6'06! BOX CULVERTS IE 12' IN & OUT = 733,16 1 ©A SITE UTILITY PLAN 1'= 50.00' E, UTILITY NOTES 1, REFER TO DRAWING C3.1 FOR REMAIINDER OF SITE UTILITY WORK, 2, REFER TO DRAWING C1,2 AND C2,2 FOR LAYOUT AND GRADING. 3. PRIOR TO CONSTRUCTION FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING SANITARY :SEWER. ,,-0 KEYNOTES 1 WASTEWATER PRETREATMENT AS SHOWN IS NOT INCLUDED IN WORK INDICATED ON THIS DRAWING. REFER TO LATER ISSUE PLANS FOR WASTEWATER PRETREATMENT PREPARED BY A.D.L SYSTEMS INC. 2 EXISTING CITY SEWER TO REMAIN UNDISTURBED. 3 REFER TO DRAWING C3.1 FOR LAYOUT OF PROCESS AND SANITARY SEWERS AND DOMESTIC WATER. 4 PROVIDE (1)2' RIGID STEEL CONDUIIT WITH (4) TELEPHONE LINES AND (2) 2' PVC: CONDUITS, (1) WITH (16)#8 AND (1) WITH PULL STRING. PROVIDE HAND HOLES EVERY 200' MINIMUM IFOR PRETREATMENT TELE/DATA AND CONTROL WIRING. 5 'LAYOUT' LINE, REFER TO DRAWING C1.2. 6 12' @ 0.50% TO LIFT STATION. VER2IFY LIFT STATION LOCATION WITH PLANS PREPARED BY ADI SYSTEMS INC. 7 12' @ 1,0% FROM DISPERSON MANHOILE, REFER TO PLANS PREPARED BY ADI SYSTEMS INC. 8 PROVIDE (2)4' CONDUITS FROM UTIILITY COMPANY TRANSFORMER TO WITH IN 10'-0' OF CONTROL BUILDIING. CONDUIT INTO BUILDING BY WASTEWATER TREATMENT CONTRACTOR, PROVIDE (4) 350 KEMIL FROM UTILITY COMPANY TRANSFORMER TO MAIN DISCONNECT IN OWNER FURNISHED EQUIPMENT IN BUILDINCG, C❑ORDINATE WITH UTILITY COMPANY AND WASTEWATER TREATIMENT CONTRACTOR. 9 POLE BY UTILITY COMPANY, 10 CONTROL BUILDING. 11 REFEER TO DRAWING C3.1 FOR ALIGNMENT, E U) 0 w z z (o z w , z $ 0 E w e U v U w No C LU n O �� x � u 0: a J Z a� Z L aJ Lu H OO W W = aWZ x z DRAWN CADD CHECKED $AJ D. C. REVIEV SAJ DRAWING 061899 DATE DNUMBERR 5E91.20 PRINT DATE C3.2 HOLD TO MINIMUM REQUIRED fOR PIPE INSTALLATION COMPACTED GRANULAR BACKFILL TO SUBGRADE MINIMUM LIMIT BENEATH PAVED AREAS.- OF VERTICAL COMPACTED EARTHEN _ ID TRENCH WALLS MATERIAL ALL OTHER - AREAS, _ GRANULAR BACKFILL (CL II OR III ASTM D-2321) 90% COMPACTION INITIAL (ASTM D-698) BACKFILL BEDDING MATERIAL HAUNCHING TO 112 OUTSIDE °°° �° 6' BEDDING IAMETER OF CONDUIT CLASS II MATERIAL PER ASTM D-2321 PIPE UNDISTURBED EARTH BEDDING MATERIALi CRUSHED LIMESTONE, CRUSHED GRAVEL, SIZE 67, ASTM D-448. SECTION L4 FLEXIBLE PIPE BEDDING & BACKFILL C4,1 HOLD TO MINIMUM REQUIRED FOR PIPE INSTALLATION COMPACTED GRANULAR BACKFILL TO SUBGRADE BENEATH PAVED AREAS, LL MINIMUM LIMIT OF COMPACTED EARTHEN VERTICAL TRENCH MATERIAL ALL OTHER - WALLS & GRANULAR AREAS. _ BACKFILL 1'-0' COMPACTED GRANULAR INITIAL BACKFILL -LL BACKFILL HAUNCHING BEDDING MATERIAL TO 112 OUTSIDE 6' BEDDING DIAMETER OF CONDUIT PIPE UNDISTURBED EARTH SECTION 15 RIGID PIPE BEDDING & BACKFILL (CLASS B) C4.1 WADE 8300 MF 2'-0' SQ CLEANOUT CLEANOUT BOX CONCRETE FINISH GRADE PAVEMENT f�4-' l5lom WHERE ABUTTING ASPHALT PAVEMENT, PROVIDE TACK COAT AND ASPHALT SEAL. 4'0 CLEANOUT STACK TO WHERE ABUTTING CONCRETE SEWER. PROVIDE ALL PAVEMENT, PROVIDE 1/2' EXP REQUIRED BENDS, REDUCERS JOINT MATERIAL AND SEALANT. AND TRANSITIONS DETAIL 16 EXTERIOR CLEANOUT TO GRADE C4.1 NEENAH #R-3350 TACKCOAT & ASPHALT SEAL FRAME & GRATE (ASPHALT PAVEMENT) THICKENED EDGE & EXP JT BRICK & GROUT AS (CONCRETE PAVEMENT) READ 12' MAX FINISH GRADE ��\ - 11-_ 2' TYP ALL AROUND LT_m G. .1 8' 2'-6' g• 4' PERF PVC DRAIN SQUARE 5'-0' LG TYP (4) SIDES WITH 2' OF 3/4' STONE O _---- CALL -AROUND, CAP ENDS. IN 4' (TYP) PAVED AREAS ONLY) '#r #4 BARS @ 8' EACH7 2'x4' KEY (TYP) WAY - BOTTOM & WALLS UNDISTURBED EARTH 1. SEE PLAN FOR TOP ELEVATION, PIPE SIZE, INVERT, AND ORIENTATION. 2. PRECAST STRUCTURE EQUAL TO LOCAL OR STATE DEPARTMENT OF TRANSPORTATION STANDARDS MAY BE SUBSTITU,'ED FOR CAST IN PLACE PROVIDED FREE OPEN AREA OF SPECIFIED GRATE IS MAINTAINED. DETAIL 17 CONCRETE DRAINAGE STRUCTURE C4,1 3'-0' EARTH _ FINISH GRADE BERM I PAVEMENT PER PLAN 1/4'/FT E SECTION to PAVEMENT SHOULDER C4.1 3'-0' 2'x6' - PRESSURE TREATED WOOD SEE PLAN AWPB LP-22 FOR ELEV —11 EXTERIOR BUILDING WALL 6 MIL, BLACK I ITVJ`- POLY SHEET L 4' CRUSHED STONE - #57'S (ASTM D 448) 1111�2`0' LG STD STEEL CONSTRUCTION STAKES WITH HOLES FOR NAILING, @ 4'-0' OC (USE ONLY GALVANIZED NAILS) SECTION 11 PERIMETER AGGREGATE Kill/ 3/4' EXPANSION JOINT 1/8' RADIUS TOOLED JOINT. SEAL AS EXPANSION CAP SPECIFIED 112 1'0 SMOOTH DOWELS DEPTH PAVEMENT 1'-6- LONG @ 1'-0' OC GREASE EXP END DOWEL BASKET EXPANSI❑N J❑INT 1/4'x2' SAWED JOINT SEAL AS SPECIFIED 1/2 PAVEMENT 1:7f DEPTH #5 BAR 3'-0' LONG AT 2'-6' OC (TIED BRICK BATS OR BOLSTERS JOINT ONLY) C❑NTRACTI❑N J❑INT 1/8' RADIUS TOOLED JOINT & 1/4'xl' SEALANT RESERVOIR, PROVIDE HOOK BOLTS OR SEAL AS SPECIFIED. 5/8' DEFORMED BARS 3'-0' LONG AT 1'-6' OC 1-1/2'xl' KEY (TIED JOINT ONLY) [ o -t4tDEPTH 112 PAVEMENT SEE PLAN FOR LOCATION OF FOF,MED JOINT TIED JOINTS C❑NSTRUCTI❑N J❑INT DETAIL 6 PAVEMENT JOINTING DETAILS C4.1 5' COMPACTED SU RSE ]AT BITUMINOUS BASE COURSE LIGHT DUTY DETAIL TYPICAL ASPHALT PAVEMENT SECTION C4.1 F �4' SUBBASE COMPACTED SUBGRADE SECTION" 2 TYPICAL CONCRETE PAVEIMENT C4.1 SEE PLAN FOR 112' RADIUS p PAVEMENT ELEVATION (TYPICAL) ;Illli 11i r 2 #5 CONCRETE I 1'-0' 2'-0' CONCRETE DOME TOP PAVEMENT 2'x4' KEY #4 #4 @ 1'-6' OC PROVIDE THIS SECTION A1T ALL DISCONTINUOUS PVMT 6'0 STEEL PIPE 2'-0� y EDGES. WHERE ABUTTING BUILDING WALL OR OTHER (SCHED 40), FILLED FIXED OBJECTS PROVIDE 112' EXP JT AND SEALANT. ° SOLID WITH CONCRETE SEE TYPICAL CONC PVMT SECTION FOR REINFORCING, v FINISH GRADE � PROVIDE FORMED JOINTS IN CURB THICKNESS AND SUBBASE REQUIREMENTS, 112' TO MATCH PAVEMENT JOINTING. SECTION 3 STOP REINF @ EXPANSION JOINT I- PAVEMENT SECTION 7 THICKENED EDGE CONCRETE PAVEMENT C4.1 I d.. III NON -CLIMBABLE CURB C4,1 � J - J1. Al H. "r-6- 3/4' RADIUS DETAIL 12 SEE PLAN FOR (TYrIrAL) PIPE GUARD C4,1 > PVI1T ELEV FINISH GRADE SEE PLAN FO)R WIDTH _ CL 6' FINISH -J w _ - 5• GRADE a P4 ASPHALT SEAL - - ID ¢� Zoe NEENAH #R-3238 FRAME & GTE (DS) TACK COAT „'°�^" m #4 BARS @ --•-_o ID- 4' SUBBASE T - NEENAH #R-1664 FRAME & LID_'MH) FINISH GRADE O OO 2'-0' OC (PVMT OR EARTH) m- - PROVIDE TOOLED JTS @ 5"-0- OC COMPACTED �lll SUBGRADE PROVIDE 1/2' EXP JTS @ 40'-0' OC MANHOLE #5 BAR CONTINUOUS -ID- COMPACTED GRANULAR BRICK & GROUT TOP & BOTTOM _ UNLESS SHOWN OTHERWISE: ON PLAN BACKFILL BENEATH AS READ, l'-0' MAX _ l- �+ PVMT & SLABS SECTION 4 ECCENTRIC TOP UNDISTURBED EARTH C4.1 SECTION PROVIDE EXPANSION JOINTS @ TYPICAL CONCRETE WALK 40'-0' OC, FORMED CONTRACTION GASKETED JOINTS JOINTS @ 10'-0' OC CONFORMING TO FOR DRAINAGE ASTM C-443 STRUCTURES IN SECTION 8 PAVED AREAS SEAL ALL LIFTING PROVIDE PERF HOLES (TYP) VERTICAL CONCRETE CURB C4.1 PVC DRAINS TYP 4'-0' @ (4) SIDES WITH MANHOLE STEPS TOP OF DRAIN 2' NEENAH #R-1982-J BELOW SUBGRADE OR EQ, 1'-0' OC ELEV. DRAINS TO BE 4'1 LG WITH PRECAST CONCRETE 2' OF 3/4' STONE MANHOLE SECTIONS �2' RADIUS ALL AROUND. CAP ASTM C-478 PER PLAN JOINTING 3, RADIAL LINE FINISH GRADE ENDS. CONCRETE BASE .X, 'X' PAVEMENSEE T ELEVATION 1' BATTER z l 'X' - - i - SMOOTH CHANNEL 90° 'X' - / 6' TO TOP OF PIPE EDGE OF EDGE OF (2) #5 BARS CONCRETE PAVEMENT PAVEMENT PAVEMENT - nnm - 1 #4 BAR, CONT l'-0' MAX m 1'-0' MIN UNDISTURBED EARTH IF 'X' IN EITHER DIRECTION IS -0� 8' MIN LESS THAN 5'-0', CONCIRUCT #4 DOWELS @ V-6' OC JOINT AS SHOWN BY DASHED LINE, PROVIDE JOINTS IN CURB SEE PLAN OR SCHEDULE FOR PIPE SIZE(S), INVERTS, TO MATCH PAVEMENT JOINTING AND ORIENTATION DETAIL 9 SECTION r5� PAVEMENT EDGE JOINTING 241 INTEGRAL CONCRETE CURB C4.1 DETAIL 13 MANHOLE (MH) / DRAINAGE STRUCTURE IDS) C4,1 =W<s- a a'�'£ S t C U Er w Z z 0 _Z cr w w z Lo r F c U�C S Gt �in i _J UZ Q V. J � W cc J co OWto au O = W. muiiZ M = Z DATABASE 563141SJ,DWG BSUP DRAWN CADD CHECKED SAJ D. C. REVIEW SAJ DRA 041999 DATE DATE JoB 6637.20 NUMB ER PRINT DATE C 4.1 DEWATERING DEVICE 8' ORIFICE WITH 10' PERFORATED POLYETHYLENE DRAINAGE TUBING 67 CUBIC YARD/ACRE 'DRY' STORAGE 67 CUBIC YARD/ACRE 'WET' STORAGE SEDIMENT CLEANOUT POINT SEDMII M BASIN TOP OF DIKE 722.0 TOP OF DRY STORAGE 719.0 DRY/WET STORAGE INTERFACE 717.5 CLEANOUT LEVEL 716.0 BOTTOM OF WET STORAGE 711.0 (REFER TO DRAWING C2.2 FOR LAYOUT AND LOCATION) DEWATER' 14'0 ORIF 18' PERFI POLYETH) DRAINAGE 73 73 73 73 72 72 (L ❑RIFIC 728.8 72 72 72 30' 8.00' ANTI -VORTEX rKOO' LEV = 722.01 VDEVICE 36-MIN 311 TYP CREST CMP 70.00', 24' AT �0.7% CMP -T IE = 711.0 25.00' 1 25.00' 5.00'x5.00' ANTISEEP COLLAR IE = 711.5 STEEL PLATE (1/4'x48'0) SECTION 1 TEMPORARY RISER C4,2 NOT TO SCALE PIPE D.D. (TYP) 5'-0' 3' (TYP) 11�EQ. (TYP) (4) 10' IE = 735.21 (2) 12' IE = 733.0 NOTE, CONSTRUCT SIMILAR SECTION TO 6/4.3 4 RELEASE HEADWALL C4,2 BASIN "S" PIPE O.D. (TYPICAL) 3' (TYP) ( �-EQ. (TYP) T/WALL 730.00 (4) 15', IE=728.20 NOTE: CONSTRUCT SIMILAR ---24' IE=725.25 TO 6/4.3 SECTION r5 RELEASE HEADWALL C4.2 BASIN "A" NEENAH #R3238 FRAME AND GATE PRECAST FLAT SLAB TOP ,I C3w WINDOW ELEVATION o PER SECTION aI I N (U ro 6'-0' SQ. PRECAST BOX w °� (CAST IN PLACE BOX MAY v~i = BE SUBSTITUTED. CONSTRUCT w a BO TT OM ELEV SIMILAR TO 17.C4.1) z a w PER SECTION x z z C � O r� m=m-r Tnt _UNDISTURBED DETAIL EARTH 6 RELEASE STRUCTURE C4,2 �ononov orcro EDGE PAVEN EL=74; EL=74, EL=747 CENTERLINE NOTE: REFER TO DRAWING C2.1 FOR ADDITIONAL INFORMATION AT BASIN DETENTION BASIN "BPI v� 1" 2 50.00' w EXCAVATED BASIN PER PLAN INCREASED IN s SIZE FOR USE AS EARTHWORK BORROW AREA 1JK T/ W L I J I ummut. lIV I LKr FILL CLEANOUT LEVEL A JJ.J 734.8 BOTTOM OF WET STORAGE 733.0 DETENTION VOLUME REQUIRED 77000 CU FT DETENTION VOLUME PROVIDED AT ELEVATION 737.0 79,000 CU FT TOP OF DIKE 741.0 EMERGENCY OVERFLOW 738.0 NG DEVICE ANTI VORTEX DEVICE 19.00, 19.00, ICE WITH (TYP OF 2) REMOVE IRATED WHEN WORK IS LENE COMPLETED 25 YEAR DETENTION TOP OF TUBING STORAGE ELEV=730,50. DIKE = 733.5 1W IE AT 6E 00 HEADWALL "HE = 728,2O - 90' OVERFLOW = 732,50 1 EMERGENCY OVERFLOW FOR LOCAT a ELEV = 730.50 _--_.. _ WINDOW i BRACE 8' MIN rHEADWALL - 6.00'x6.00' ANTI 3 60'0 I^I SEEP COLLAR CMP i J _ RISERm 1 I 48' RCP I 36.00' AT 0.8% rRELEASE LL M lV 14.00' HEADWALL 24' IE AT HEADWALL REMOVE (2> 36' CMP AND SEAL OPENINGS = 725.25 IN RELEASE STRUCTURE WITH CONCRETE OR TYP OF 2> SEWER BRICK WHEN WORK IS COMPLETE DEL : S) EXTEND RELEASE STRUCTURE PER PLAN SECTION n 0,0 x120'0 IE AT RISER = 725.40 I 1" = 2.00' VERTICAL TEMPORARY( RISER AND ANTI DEWATERING DEVICE VORTEX DEVICE. REMOVE (12' 0 ORIFICE W/15' WHEN VORK IS COMPLETED PERF POLYETHYLENE DRAINAGE TUBING 19.00, t9.00' 743 743 742 Pc; .--Y_AR DETENTION 'MINTUIIM QP_C)F_I)TKI - T 742 STORAGE ELEV=737.00 6= 741.0 741 3 CREST OF EMERGENCY 741 11 OVERFLOW = 740.00 740 -- --- 740 4HEADWALL EMERGENCY OVERFLOW FOR LOCATION 739 - 739 733 54' ----------------- - 738 -- !_EASE STRUCTURE 3 738 732 PER 6/C4.2 IE=732.85 �1 ON 737 ^ WINDOW 737 �31 0.5' BRACE ao EL=737.00 SEEP COLLAf. HEADWALL 736 1-1 L_IE=732.50 736 730 t ORIFICE tHEADWALL-,.//735 RELEASE 735.5 735 - 729 36'0 CMP 1 I RISER 734 - I I 24' RCP 40,00' - 734 728 % AT 1 727 733 FIR v o o n^ ()✓ 733 732 oo�o o� 732 726 r�i �15 00' MIN 731 - 731 725 (2) IE STEEL PLATE @ H-ADWALL (1/4'x72'4) = 733.0 REMOVE 24' CMP AND SEAL OPENING 24' CMP EXTEND TO WITH CONCRETE OR SEWER BRICK RELEASE STRUCTURE WHEN/ORK IS COMPLETED NOTE, REFER TO VIRGINIA EROSION AND SEDIMENT PER PLAN IE AT n. RISER = 733.15 SECTION (BASIN B CONTROL HANDBOOK FOR DETAILS OF TEMPORARY 3 RISERS AND RELATED CONSTRUCTION 1" a 5.00' HORIZONTAL C4.3 1" " 2.00' VERTICAL 4og€ t�€ 6-g � .o W z z it w w a z , A E W 4 cOi w 110 cr c � I m c' UJ X I- < _ _cr i J Z V a(3 LL Cc J � Lu t OO W = Lz r = Z DATABASE 563142SJ.DWG BSUP DRAWN CADD CHECKED SAJ D. C. REVIEW SAJ DRAWING 041999 DATE 5631.2O NUMB ER PRINT DATE C4.2 eh q 1/2' RADIUS BUILDING WALL CONCRETE PAVEMENT AND BASE ---I CHAMFER EXPOSED PROVIDE 1/2' EXPANSION (4) #5 BARS EDGES 3/4' JOINT MATERIAL, SEALANT CONTINOUS WHERE ABUTTING BUILDING / -ELEVATION PER PLAN ELE V PER / PLAN 6' TYP (2) #4 BARS / CONTINOUS- / COMPACTED SUBGRADE 2 WWF OR SUBBASE SEE PAVEMENT SECTION FOR PAVEMENT AND SUBBASE REQUIREMENTS SECTION 13 CONCRETE ISLAND C4.3 5/8'POST 5/8' HEX BOLT HEAD BOLTS Tu ~ a & NUTS (2) 6'x8'xl'-2' EACH SIDE WOOD BLOCK ih i iu 8" 8 POST SPACING �i iu iv In 12'-6' FOR STRAIGHT in W8x10 05 RUNS AND CURVES T HAVING A RADIUS OF 150 FT OR GREATER & TANGENT SECTIONS 6'x8' 6'-3' FOR CURVES POST_ HAVING A RADIUS OF LESS THAN 150 FT & OO WD POST mi ELSEWHERE INDICATED STEEL POST ON PLANS 29/32'xl-1/8' HOLES I,-, 0 o v I I� � 1'-3' 2' 3/4'x2-1/2' LAP 1. WOOD POSTS SHALL BE PRESSURE POST BOLT SLOT) TREATED PER AWPB-LP-22 END TERMINAL 2. STEEL POSTS & HARDWARE SHALL 4 1/4' BE GALVANIZED PER ASTM A-120 2' OR A-123. RAIL SHALL BE 12 GAGE STEEL GALVANIZED SPLICE BOLTS 3. POSTS SHALL BE SET IN HOLES OR 3 ll� DRIVEN PLUMB. BACKFILL POST 5/8' POST BOLT HOLES WITH ACCEPTABLE MATERIAL s ¢ & SO WASHER PLACED IN COMPACTED LAYERS 4. SUBSTITUTION OF GUARDRAIL PER POST LOCAL HIGHWAY DEPT STDS WILL LAP ALL SPLICES IN BE ACCEPTABLE PROVIDING GUARD- RAIL MEETS REQUIREMENTS OF DIRECTION OF TRAFFIC THESE DETAILS RAIL SPLICE DETAIL 14 GUARDRAIL C4.3 1 1 -t1 o :v; - 11-N=3/4' EXPANSION JOINT MATERIAL AND SEALANT #5 DOWELS COMPACTED AT 12' ❑C 2'-6' SUBGRADE DOWEL COMPACTED SUBBASE ImoS MATERIAL CONCRETE PAVEMENT PER TYPICAL SECTION PROVIDE THICKENED EDGE SECTIONS AS SHOWN SECTION 9 CURB / WALL C4.3 CONSTRUCT TRENCHES TO LOWEST INVERT SHOWN ON PLAN. GROUT FILL TO MEET REMAINING INVERTS. 1'-0' TRENCH - <STORM) 8, 3/4' EXP JOINT SEAL AS SPECIFIED n (3)#4 CONIC PVMT 3 THICKENED EDGE SECTION °°° _ o0 0° A COMPACTED SUBGRADE PROVIDE NEENAH #R-4990-DX HEAVY DUTY FRAME & GRATE. TYPE 'A' GRATE 2' #5 e VRAD 10, D.C. GROUT FILL (TYP) DRAIN, JR SMITH #2250C, ih W/6' OUTLET AND DOMED (5) #4 GRATE, PROVIDE ALL FITTINGS AND TRANSITIONS REQUIRED ,I WATERSTOP REFER DWGS I FND WALL (5) #4 "% COMPACTED GRANULAR � DOWELS INT❑ BACKFILL #4 @ 1'-0' WALL T❑ PROCESS SEWER DETAIL to DOUBLE TRENCH DRAIN C4.3 SEE PLAN FOR FINISHI! PVMT ELEVATION I I FINISH FLOOR ZI I 12' PAVEMENT FLOOR SUBGRADE SUBGRADE EXTERIOR FOUNDATION WALL SECTION r5 ROUGH GRADING SECTION k,C4.3 SEE PLAN FOR PIPE SIZE---_ ri I SECTION 'B-B'7 e_"' 8'� PIPE �8 �'` I 20'<TYP) ADJUSTFINISH SECTION 'A -A' GRADE OUT TO PLAN MEET TOP OF END OF WALL AT WALL--*,,#4 @ 8' TOE OF SLOPE 2'-9' #4 @ 8 SEE PLA FOR INVERT 1'-6' (2) #4 BARS , ^�- SEE PLAN FOR 0117LET CONDITION N: CHAMFER SECTEDN 'A -A' UNDISTURBED EARTH ALL EXPOSED FINISH GRADE EDGES 3/4' -_ I #4 @ 8' EA WAY 2'x4' KEY rfI Jrt_ _m - SECTION 'B-B' DETAIL 6 HEADWALL C4.3 1-0' I I /- FINISH FLOOR FINISH GRADE / SEE PLAN 12' 4'-6' AND Z4'-0' REFER TO DRaWING C2.12 -_ - � FLOOR SUBGRADE ❑UTSIDE FACE OF FOUNDATION WALL - BE REMOVED AFTER CONSTRUCTION OF PVMT SUBGRADE FOUNDATION WALL. SECTION 2 ROUGH GRADING SECTION C4.3 NOTE SEE PLANS FOR FINISH GRADE FINISH FLOOR FINISH FLOOR 12' vi 2- 1�FLOOR SUBGRADE I INTERIOR WALL 12' TO BE REMOVED AFTER CONSTRUCTION OF FLOOR SUBGRADE FOUNDATION WALL. SECTION n_ ROUGH GRADING SECTION 1C VARIES PER PLAN FINISH FLOOR II Z12' 1/4'/FT I F- R - - - S�pPEmalrHrnl -m- - I= m F I SUBGRADE EXTTERIOR FOUNDATION WALL SEE PLAN FOR FINISHED GRADES SECTION ROUGH GRADING SECTION C4.3 6 I :h W H Z 0 Z_ Ix W 2 Lu i c cr00 m Lu T v T� J_ V Z a� LL Y� J c� i Lu O W = a uul _. Z DRAWN LAW) CHECKED SAJ 0. CREVIEW SAJ DRAWING DATE 041999 Jo' 5631.20 NUMBER PRINT DATE C 4.3 2'-9 3/4' (TYP) VERIFY WITH COMPACTOR SUPPLIER PRIOR TO INSTALLATION It CHANNEL (TYP ABOUT OF OPENING) FDN WALL 7A7 nn STAIRS REFER 'A' DRAWINGS C10x20 W/ 5/8' DIA x 4' LG HEADED STUDS CAST FLUSH W/PVMT. TURN CHANNEL TOES DOWN (TYP OF 2) 746.70 DRAINAGE STRUCTURE REFER TO 17/C4.1 TOP ELEV = 746.65 IE 12' OUT = 743.50 CENTER ON COMPACTOR OPENING FOUNDATION WALL 748.00 PVM'T FILL SPACE ON BOTH SIDES OF FLUME WITH CONCRETE TO CREATE A BENCH. SLOPE TOWARD FLUME @ 1/4'/FT. TL OPENING FOR COMPACTOR VERIFY W/'A' DWGS 5'-0 FACE OF CURB/WALL EMBEDDED CHANNELS (VERIFY EMBEDDED METAL REQUIREMENTS WITH 747.00 COMPACTOR SUPPLIER PVM'T PRIOR TO INSTALLATION) VIN I I 748,67 PVM'T GUIDE BY o 10' STORM COMPACTOR o REF DWG C3.1 SUPPLIER ch U -----CURB/WALL 746.70 747 7411,10 PVM'T 747,56 + PVMT TAFF GAUGE FRP GRATE (FLUME ONLY) FLOW -U/S BRACKET SS SAMPLE TUBE 2' FRP TAP FOR SAMPLE TUBING, U/S TRANSDUCER CABLE W/S.S. BANDS 9-4' & NEOPRENE BOOTS PLAN SEE PLAN FOR CONCRETE ELEVATION Ah PAD v l 2' N c Ti If TiiIIlTl-II 1 TAP RP 5'-0'0 MANHOLE WITH HINGED LID AND HASP FOR PADLOCK BOLTS (TYP OF 6) GRADE 12' STORM REFER TO DRAWING C2.1 7 748.67 RETURN CURB TO FOUNDATION WALL (TYP EA SIDE) = 748.17 INSIDE FACE OF CURB -8' CURB 17'-0' 17'-0' PROCESS TRENCH TRENCH IE IE=746.50 @ DRAIN 746.10--� FDN WALL 18'-0-0' PROCESS TRENCH 1F=7a�.sn\ 6' /PROCESS TRENCH IE 746.50 _ _ - -8' CURB i u ao TOP STORM 6' Z TRENCH & V M' w n = 748.17 o ,6 C.O. IE 744.00 r " EDGE/ i IE B'=742.00 CANOPY - REF 'A' cx 13� PVMT DWG'S w W h Z 8' PROCESS SEWER AT 1.80% REFR DRAWING C3.1 DOUBLE TRENCH DRAIN PER 10/C4.3 12' STORM REF DWG C2,1 748,87 PVM'T PLAN DOCK & DRAIN LAYOUT C4.4 1- . 10.00' 12'-10' SAMPLING AND r (- - - - - - - - - - - - - - NEENAH #R1664 MANHOLE FRAME 'A' AND VENT LID 1 (TYPICAL) AUTOSAMPLER AND FLOWMETER I I UNDERGROUND CONDUIT BY ADI SYSTEM INC. AND WIRING BY ADI L--------- - - - --� 5'-0' SQ. x 6' PLAIN L - - J SYSTEMS INC. CONCRETE PAD, 6' PLAN VIEW THICK ON COMPACTED SUBGRADE. SET PAD 12'-10' ELEVATION 2' ABOVE MANHOLE BRICK GRADE /-& GROUT (12' MAX)-\ JUNCTION BOX - AND GFCI OUTLET BY ADI SYSTEMS INC. LAYOUT PLAN FRP LADDER LONG SWEEP - BEND - 2-1/2' FRP SLOPE TOWARD MH COVER 2' SCHED. 40 PVC 12'0 FRP PIPE STUB TO INLET PIPE STUB GROUT MATCH 12' ID PIPE. (NEOPRENE TO MATCH FLUME IGROUT FILL BOOTS W/S.S. BANDS ARE NOT FLOOR INVERT FILL SHOWN FOR CLARITY) OUTLET PIPE INVERT /-4' BELOW FLUME FLOOR 12' (TYP)1 #5 @ 10' EA, WAY 2 1/2' EMBEDMENT i-I T ANCHOR BOLT (TYP OF 6)-=„IIIm111T i u-i 1=1 I=1-I 1111 -rl 11'-4' x 6'-0' CONCRETE PAD UNDISTURBED EARTH ELEVATION PACKAGE METERING MH SPECIFICATIONS 1. ACCEPTABLE MANUFACTURES, 5. S.S, ULTRASONIC BRACKET (COORDINATE W/ADI SYSTEMS FOR FLOWMETER MANUFACTURER PLASTI-FAB INC. P.O. BOX 100 6. S,S. SAMPLE PIPE. TUALATIN, OR 97062 503-692-5406, 692-1145 (FAX) 7. FRP GRATING OVER FLUME. FREE FLOW INC. 8. FRP LADDER THAT MEETS APPLICABLE OSHA STANDARD. P,O. BOX 4067 OMAHA, NE 68104 9. 2' DIA FRP UTILITY TAP. 402-397-8910, 397-8487 (FAX) 10. STAFF GAUGE. TRACOM INC. P.O. BOX 1519 11. FRP PIPE STUBS WITH FLEXIBLE WATER -TIGHT NEOPRENE ROSWELL, GA 30077 CONNECTING BOOTS WITH S.S. BANDS. 770-664-6513, 664-6906 (FAX) 12. MINIMUM MANHOLE WALL THICKNESS OF 1/2 INCH, DESIGNED (NOTE, DETAILS INDICATE CONSTRUCTION & DIMENSIONING TO MEET OR EXCEED ASTM D-3753 STANDARDS. FOR PLAST-FAB MANHOLE, VERIFY CONSTRUCTION AND 13. FLUME AND ADAPTERS THAT EXTEND OUTSIDE THE MANHOLE ARE DIMENSIONING FOR OTHER MANUFACTURERS) TO HAVE REINFORCED COVER, SIDES, AND BOTTOM DESIGNED TO 2. 6' PARASHALL FLUME WITHSTAND STATIC LOADS OF 150 lb/sq. ft PER FOOT OF DEPTH. -MIN FLOW OF 24.2 GPM @ 0.10 ft -MAX FLOW OF 1750 GPM @ 1.5 ft -FLOW OF 925 GPM @ 1.0 ft 3. 5 ft INSIDE DIAMETER 4. FRP LID WITH S.S. HINGE AND S.S. LOCKING HOOP FOR PADLOCK, DETAIL rs_l� SAMPLING & GAUGING MANHOLE L I- iII'---"I I- uIi-� L-6' COMPACTED �1-II-il -�- UNDISTURBED SAND NOTE, PROVIDE REINFORCED EARTH PRECAST CONCRETE 1500 SECTION A -A GALLON OIL/WATER SEPERATOR MEETING THESE NOMINAL DIMENSIONS & REQUIREMENTS DETAIL OIL/WATER SEPERATOR C4.4 1' EMPTY RIGID STEEL CONDUIT CAPPED FOR SUPERVISORY COMPACTED GRANULAR BACKFILL PER SPEC I 1'-0'0 STEEL SLEEVE FOOTING & FOUNDATION I FINISH FLOOR WALL SEE 'S' DWGS. FOR SIZES AND 6' MIN ELEVATIONS EXPANSION JOINT FIN GRADE VARIES MATERIAL SEE PLAN_ RODS & CLAMPS AT EVERY FITTING & PIPE JOINT COATED W/BITUMEN PAINT AFTER INSTALLATION or w >o c NOTCH FOOTING AS/IF � " / REQUIRED. E 1jrj- THRUST BLOCK UNDISTURBED EARTH EXTEND TO A MIl-" =L OF 15' FROM BLR-I _ =_"i= UNDERGROUND SPRINKLER FEED MAIN. SEE PLAN DETAIL FOR PIPE SIZE 7 FIRE AND DOMESTIC RISER FEEDMAIN L - - -r 17IO- 45', 22-1/2% 90' BEND 11-1/4' BEND 16 GA G,ALV SHEET MIETAL PLUG TEE 3/4' S.S. ANCHOR BOLTS 1/4'x3' SITEEL 1- 45'I� W/NUTS STRAP DRIILLED & LOCK FOR ANCHIOR F WASHERS BOLTS. - N 08 - #6 TIE BMR- ,m 2 -6' BEDDING MATERIAL VERTICAL BEND TYPICAL SECTION SURFACE OF BEARING ANREAS TO BE SMOOTH AND UNDISTURBED, D❑ NOT (COVER JOINTS WITH CONCRETE. APPLY HEAiVY COAT OF ASPHALT TO ALL ANCHORAGE ASSEMIBLIES. DETAIL 1 CONCRETE THRUST BLOCKS{ C4.4 �F1IRE HYDRANT -SEE PLAN FIOR LOCATION MAINTAIN BREAKOFF 2'-0'x2'-0'x6' FLANGE 6' ABOVE CONCRETE PAD FINISH GRADE VALVE BOX SEE PLAN FOR LOCATION (1) CUBIC YD 7- - - GRAVEL OR =-- CRUSHED - -_ STONE #57'S 6' GATE VALVE (ASTM D 448) THRUST BLOCK oo . SEE DETAIL I- �_ WATERMAIN THRUST BLOC SEE DETAIL CONCRE'TE MECHANICAL JOINT BLOCK ANCHORING TEE UNDISTURBED EARTH MECHANICAL JOINT ANCHORING PIPE DETAIL 2 FIRE HYDRANT C4.4 NEENAH #R-1878-B6L HEAVY THICKENED EDGE & EXP JT DUTY FRAME & LID (CENTER (CONCRETE PAVEMENT) ON STRUCTURE) BRICK & GROUT AS REQUIRED (1-0' MAX) FINISH GRADE #5 @ 6' EACH WAY 2' CLEAR TOP AND BOTTOM SFEE PLANfjl--2- CLEAR FIOR INVERT OUT rn 6'-0'0 PRECAST IN CONCRETE MANHOLE o �MINKSEAL AND SECTIONS AS' M-476 CAULK WATERTIGHT, (TYP) (U m s R 0 ,u a z w Lo 6ia a 0 0 cr w r z z w w z (D N E Z wR u° o wa C L) O w F N X r � ir m 3 a 3' CLEAR #4 @ 1'-0' EACH WAY UNDISTURBED EARTH } 8'-0' SQUARE CONIC SLAB a DETAIL J 3 Z GRIT CHAMBER C4.4 a 0 FIRE DEPT CONNECTION PER LOCAL REQUIREMENTS LL NEENAH #R-6450-HL Y 4'x4'x5' CONIC FF2AME & SOLID LID SLAB W/ 6x6- J W1.4xW1,4 MESH 2'-0' RCP ! i CONIC PIPE � Lu PROVIDE ALL TIT -_ -I H C co W FITTINGS/TRANSITIONS - o x L,a W = ZA $• i3v aws BRICK OR STONE (A = Z BLOCKING o - '-6' MIN DATABASE 563144SJ.DWG F 1BSUP UNDISTURBED EARTH - BRAWN CARD OR MIN 8' GRANULAR - Idll Sl \ CHECKED SAJ MATERIAL #57 STONE `6' TO 8' INCREASER Q, C. REVIEW SAJ DRAWiN, 061899 6' CHECK VALVE DATE W/BALL DROP NQNsea 5631.20 DETAIL PRATE DnrE FIRE DEPARTMENT CONNECTION W/BALL DRI C4.4 ^ 4.4 EQUAL 30,00' DRIVE 2 EQUAL JOINT 2 EQUAL SPACES JOINT SPACES 2 EQUAL - JOINT SPACES I- rj - ASPHALT DRIVE 2 EQUAL JOINT SPACES ASPHALT PAVEMENT AND BASE REFER TO 4/C4.6 --RIGHT OF WAY LINE 4 EQUAL JOINT SPACES 3 EQUAL JOINT / SPACES _,er/ (2) #5, 4'-0' LG, 2' EMBEDMENT TYP @ EA CORNER 2) #5, LENGTH AS REQUIRED O (2' EMBEDMENT) INLET/ MANHOLE DRAINAGE OR STRUCTURE VALVE DETAIL 1 "RE-ENTRANT" BARB FOR C4.5 CONCRETE PAVEMENT KEYNOTES 1. RE-ENTRANT' BARS PER 1/C4.5. 2. 'RE-ENTRANT' BARS SIM. TO 1/C4.5 (10.00' LG) NOTES 1. REFER TO DRAWING CIA FOR COMPLETE PAVEMENT LAYOUT AND DIMENSIONING. 2. REFER TO DRAWING C4.1 FOR TYP PAVEMENT & JOINT LAYOUT DETAILS. w 3. PROVIDE 'RE-ENTRANT' BARS PER/C4.5 WHERE SHOWN & AT ALL DRAINAGE w e STRUCTURES, MANHOLES VALVES & $ g ETC. REF DWGS C2.1 & C3.1. N x J Q M- x z z K W Zo Z o = u - - - - - - - PAVEMENT JOINTING LEGEND 'HOLD' THIS — EXPANSION JOINT PER 6/C4.1 AREA -- -- - -- EJ -- - - -- CONSTRUCTIDN JOINT PER 6/C4.1 _ _ - --- CONTRACTION JOINT PER 6/C4.1 TIED JOINT PER 6/C4.1 1 OUTSIDE WALL END OF EMBEDDED OF DBL TRENCH DRAIN REF 5/C4.4 - - - METAL FOR COMPACTOR REF 5/C4.4 (3) EQUAL JOINT SPACES 14 EQUAL JOIINT SPACES GRAVEL DRIVE 2 EQUAL - - - JOINT SPACES 1 JOINT SPACE I I I N n TO END OF ISLAND r n EJ EJ I I I CD 2 EQUAL I In a ASPHALT JOINT SPACES ( w ¢ v o -- -- - '- DRIVE I Imill ti ao 0.00' DRIVE N Q Li IW W I I o I I I I ( a d � 3 EQUAL I I I t- o JOINT SPACES I LiI o 2 2 I I I I I I I I I I II I I I I I a nL I I a 7 EQ JT SPA 17 EQUAL JOINT SPACES 15 EQUAL JOINT SPACES 6 EQ JT SPA 4 EQUAL JOINT SPACES 2 EQUAL JOINT SPACES JOINT SPACES JOINT SPACES FFA JOINT SPACES E OF FACE OF 4 EQUAL 2 EQUAL B CURB JOINT SPACES FACE OF CURB/WALL REF 5/C4.4 CENTERLINE OF ISLAND � N ©PAVEMENT JOINTING PLAN V- 50.00' s � `gage=oo� �w cr 0 0 cr w z z co z w W w co E uj N .0 Lu cr O C U iW� O ui t_ Z �cr ~a J LL z Y z J O W z CO 0 Lu � =3z d iz§ DATABASE 563145SJ.DWG BSUP DRAWN CADD CMECKE➢ SAJ 0. C. REVIEW SAJ DRAWmc 99 DATE 0618 NUMA'5531.20 PRINT DATE C4.5 V.D.O.T. GENERAL NOTES FOR ENTRANCE PLANS 1, ALL WORK ON THIS PROJECT SHALL CONFORM TO THE \ LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION AND VOSH RULES & REGULATIONS. 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S JANUARY, 1994 (OR LATEST EDITION ❑F) ROAD & BRIDGE SPECIFICATIONS, SECTION 104,04-C, 4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. 7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY INSPECTION. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO.THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3,02, FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. POINT OF FINISHED GRADE I FROM E.P, RTE. 11 TO STA. 12+66 THERE WILL BE 3-12' LANES WITH A TAPER TO STA.14+66 1 I•,I, 2 3 4 1 SURFACE1 165 LBS /SO YD. ASPHALT CONCRETE, TYPE SM-12.51) 2 INTERMEDIATE, 2,0' INCHES ASPHALT CONCRETE, TYPE IM-19,OD. 3 BASE: 6.0' INCHES ASPHALT CONCRETE, TYPE BM-25.0. 4 SUBBASE, 8.0' INCHES AGGREGATE MATERIAL, 21-B, TYPE 1 SECTION ACCESS ROAD C4.6 W.D.O.T. ROADWAY TYPICAL SECTION) EXTEND ROADWAY DRAINAGE SWALE C EX �pF 20' \v 7' 7' 7' 7' 7' 7' EXISTING 20' 7' COUNTY MAIN- \ 7 i 7 GUARD HOUSE AND zt CONCRETE ISLAND HEADWALL £ IE = 738.03 a .� THICKENED EDGE SECTION PER 3/C4.1. PROVIDE TACK COAT AND ASPHALT SEAL 41 -..- __-742 I _ 1��'9 DRIVE RADIUS = 150.00' lo n �11 \� FROM CUL-DE-SAC TANGENT POINT j ASPHALT PAVEMENT / CONCRETE W AND BASE TO MATCH PAVEMENT 742.5 I V.D.O.T. ROADWAY TYPICAL 2 SECTION (BY CONTRACTOR FOR HP HOOD PRO`1ECT) q0 3'-0' SHOULDER h 1 TYPICAL ro 742.40 74 .9 743 74 ,50 y 74 .75 /�0O 741 �a 742 00 60 74 .40 �/ 45�0 O 30.00' 741 CE 741.50 _ HEADWALL )p! ) /OOP O �2� 74 .27 �q3 M IE = 737.00 n 4� O O o 1 °Do O0 t63'55'15' Q STATE ROAD m WORK n� o�Oo0 rM. O w ° O n�° (1 J D ^ DODO 2".. 742.63 Oo RADIUS ENTRANCE = 50.00' O CONCRETE PAVEMENT DRIVE °O PER 2/C4,1 TO RIGHT 741.50 S \ 742- A C�' p� ° OF WAY \ \ 0 R = 150.00' ` Do° w J TRANS ION TO 741.60 742 ROADWAHOULDER 741.70 (TYPICAL E SIDE) EXISTING 20' FCSA WATER 739.87 740 740.16 MAIN TO DETENTION BASIN ON SITE, REFER TO EDGE OF PAVEMENT DRAWING C2.1 id (CUL-DE-SAC) EXTEND ROADWAY DRAINAGE SWALE 7 7 PROPERTY LINE-� b U1L1J1NU WALL STING ATER i6-�--� v C DITCH i5 FFINISH EXISTING GRADE CONCRETE FINISHED CURB = 752,6' i4 PAVEMENT GRADE ----- ----------------------------------- - ---------------------- FINISH i2 GRADE 10' VALVE WITH w(3) LiCONDUITS 4' ELECTRIC- (4) 4' ELECTRIC GRADE - il BOX T❑ GRADE CONDUITS BEAM r u �yy� 8' STORM-�\> UW WALK _ io i 8' FIRE(2) 4' TELEPHONE: MAIN --,_CONDUITS II I 6' MINIMUM v - - 10' COMBIMED WATER .7 SERVICE ITO BUILDING 756 b 755 ' 754 d m 753 a, 0 752 a J 751 F 4 750 a 749 Li 748 747 746 PROFILE1 10' COMBINED WATER SERVICE- 1' - 20.00' HORIZONTAL 1' _ 2.00' VERTICAL 20.00' EASEMENT k s a a _ e a EXISTING EASEMENT CENTERED ❑N MAIN d ON ADJACENT PROPERTY FIRE HYDRANT pogF PROPOSED 10.00, £ 10.0 METER a a d g, 6' TAP I SET INSIDE = - - - BUILDING 10, - - fur - n - - - PROPOSED �Ty- - - o 10' TAP y� II EXISTING 20' PROPOSED EDGE PROPOSED COUNTY MAIN w i OF PAVEMENT BUILDING Z J N z m EASEMENT PLAN Z H- . o © 2 C 4.6 w p 1' a 50.00' U I o Lu N N FREINFORCING PER L L MANUFACTURER � u � � 3 Q -.- EXISTING GRAVEL DRIVE PRECAST RECESS "� P V M T 5' MIN 7' MAX 111111117 #5 BARS 7'1'-01t 2'-0' LGA MIN 41.16 \ 6'-0' TO 7'-0' SECTION ELEVATION SET WHEL FACE BLOCK: 2E0' FROMOEND OF PARKING SPACE ALTERNATE SHAPE MAY BE STATE ROAD WORK ROADWAY DRAINAGE USED IF ACCEPTABLE TO OWNER SWALE • 743.24 4 ____^� _ -� TO ROUTE 11J DETAIL 3 742 a PRECAST PARKING BLOCK C4.6 -- ------R/W -- -- 741.16 NOTE, COORDINATE ENTRANCE DRIVE AND DRAINAGE WITH ROADWAY CONSTRUCTION BY V.D,O.T. INDUSTRIAL ACCESS ROAD CONSTRUCTION BY V.D.O.T. ENTRANCE DRIVE KEYNOTES 1 HATCHED PORTION OF SHOULDER SHOULD BE COVERED WITH 8' 21-B AGGREGATE MATERIAL. (BY CONTRACTOR FOR HP HOOD PROJECT) 2 CG-12'S AT DISCRETION OF V.D.O.T. INSPECTOR. 3 CONSTRUCTION ENTRANCE, REFER TO DRAWING CO.2. (EROSION AND SEDIMENTATION CONTROL PLAN) ENTRANCE DRIVE PLAN 1" . 20.00' C4.6 a J Z_ 5 40 V. 5 J W cc N O N W � W = V W H aWz = Z DATABASE 563146SJ.DWG BSUP DRAWN CADD CHECKED SAJ 0, C. REVIEW SAJ DRAWING 080999 BATE NUMBER 5831.20 PRINT DATE C 4.6 36' CULVERT INV=744,34- D.i. TOP-750.54 INV=748.06-\ ,Aan !IVY. GUI-73 I -.8" \ t IiNv=743.09 _ t _ RIP RAP y r _"-'—RIM:744.04 � DITCH XiSTiVG -8' CULVERT, & ANN LEE FR E rkA ` \ '•` _ iNv=743.ze t� p WILLIAM E. & LINDA L. BROY 63-A-84 S ZONED dAND SEWER EASEMENT FUTURE PUBLIC 30' WATER Use, Residenential u IL ' u •1 11 Id= EXISTING CONTOUR LEGEND EXISTING CONTOUR ELEVATIONS BASED ON FIELD SURVEY BY TRIAD ENGINEERING APRIL 1999 ... 734-•- EXISTING CONTOUR ELEVATIONS (OUTSIDE LIMITS OF CURRENT PROPOSED CONSTRUCTION) BASED ON EARLIER AERIAL PHOTOGRAPHY THIS INFORMATION IS NOT FIELD CHECKED INDICATES APPDXIMATF R(. AND SHALE 1N ELEVATIONS INT ERPOL TEA FROM BORINGS pp-3 AND TEST PITS. �I tlo 20' SAN SEWER EASEMENT ' TEMP, CONST. EASEMENT V 0 LL Z J � B-63 B .o T 2 - 65 Z 1� '� ,9R �i�,^R hD 1h v 723 TP-6 ~'fP- Tp �� P-1 I` (�v i¢ .so - I� 2 L= 06,0 — _ AK -co 470.99' J _ // !=jlty 0-2.92, _ w N ,3 1:82' c�3 "�_ ! / 7 n v� 9zst f uj —t5 _ 1098"8�1' - _3�.: 53 4'•2 '03/ . - - - _ _ r Nvsz,s� LL W p (1 o o U o 'o - S37.03'DS:W - = - / 1 a 7 .4 - - ..... ... ... _-.._ _ .-.._- - —.._ .. ... ... _... ._ .. - - S. -- 3 z .--f �___ EXIS 42• _. _ -- a w _ _ - - - - = z _..... _ - - INT.EI78TY1TE 81 . • %% -_ DATABASE 5631100s.DWG C` - . -. _ - -_ 'jj �,.. ^) BSUP �.�J _ N J /i > _- _ '' ��` f'N'� �7r, ! '�'" Jt/,� DRAWN (ADD J _ - _ c. c SAJ _ r J r DRAW ts`14 i�'d Ity_y!r �r�r aT 0419J9 NUNBE� _„__z_ .. a > ,... .. _- _ F .—r--=__ — - .. _ . PRINT SO.'�1.'J.O ::�:='. �..__: �� c• .�� _.. _....... ......._.. _ DATE PLAN OF EXISTING CONDITIONS r. s I 100.00' - v 5. 1 d�Y 44'4v. !F C g 7 6 i ti 0 Z I 0 z w z 2 r E W NLU u 4 O_ S I U�1�� O W -� U) 1— < _ z2 i t Q �UU 3 v �*. EXI3TfNG c0 .AN SEWER.EASEMENT 1 1 1 674 P-4 AV. I T- 69 "'� "•� '' RIM==111719. ' PoMm717.33 ` OUT- 10579' _ �"---SRN' ' • INv. JN�'t1369 INV, OUT=71 0.68 I r B- p © _ •mac„'--�i�.,,.ry=4 .ltr'•OU_T=7f3.61 INV, IN=71038 E',20' PTJBLIC SAN; -SEVER eSPti'tJ .- ,.~ T y-� _ �•. V. It ... _ . . .. _ ... �� � � \ � _ � ��.�,�� _ __ II• to 1 �}`` t 1 \ \ _. _ - -• �p� n�v.8lii °41u... To m , CD Owl d. / • 'YIY. =N09A5.5 I�a6j7o=o'2z -13 -3 I =56 R ^7 '` AP -10 8- �P-7 0P ? �. LI ES ON F_ o o APPROXIMATE p �-LIKE.S� A A T MATE oi^ �14 hg SHALE C9FJTA`CJ III $H_ h $1 � `"� $B_ ��----$B'_�-. '- �-A h � �--` •�- _--_.._/w � 1•�y ; ; � a 7 >, R / IL TA _ 57r APPRO II LIMESTONE/ b6 b 1 lPyE'RTY LINE INFORMATION FROM TRIAD ENGINEERING R A Q p-1 P, NAOMI POOLE ADAMS ESTATE DATED 11-6-97.SHALE CO Ta p 1 P- P-1 A -- J� I 1 h4 -62 J V a ^R j --- _ �L. ._ - - �_ '---•_/�4i ,w _ p 1 2 _7 -- .•� �r --- w' RIM=7�o1.ao I7 -3 P-8 -0 1° - T y<y1 o ^ 7$ / 21 �'� P 22 LINE TABLE LINE LENGTH BEARING LI 29.46 N34.42'53'E L2 45.45 N33.08'27'E L3 15.78 N57'38'40'W L4 37.32 N 5°36'28'W LS 56,43 S49'34'03'E