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HomeMy WebLinkAbout018-97 ALC (Revision) - Shawnee - Backfile6ENERAL NOT5 I. PROJECT NAME: ALG, INCORPORATED 2. MA615TERIAL DISTRICT: 5HAWNEE DISTRICT 3. THIS 51TE DOES NOT LIE WITHIN THE 100-YEAR FLOODPLAIN LIMIIT5. 4. THIS 51TE 15 TO BE SERVED BY MUNICIPAL WATER AND 5EWER ANTICIPATED SEWAGE FLOW5: 2000 6PD ANTICIPATED FIRE FLOWS: 2250 GPM (EST) RESIDUAL: 1112 GPM ® 40 PSI 188g GPM ® 30 P51 5. NO FUTURE 51TE PLANS WILL BE APPROVED BY FREDERIGK COUNTY IN THE: EA5T6ATE COMMERCE CENTER WITHOUT AN APPROVED MASTER MASTER DEVELOPMENT PLAN. ZONI N6 TABULATION 51TE: L(OT 2, WRI6HT'5 RUN L.P. AREA: 20.155q ACRES PRESENT ZONING: M-1 PROP05ED USE: MANUFACTURIN6 AND OFFICE MANJFA(GTURIN6: 84,000 SQUARE FEET OFFICE. 5,000 5GUARE FEET TOTAL LOT AREA: g04,121 50UARE FEET PAVEMENT AND BUILDING GOVERA&E: 112,115 5QUARE FEET DEVELOIPED AREA: 112,113 S.F. / c104,121 S.F. = Iq% GREEN ,AREA: 131,354 S.F. / g04,121 S.F. = 81% BUILDING HE16HT: 32' - 4" MAX. �k REOUIRE:D PARKING: SEE SHEET ZB of 7 OFFIIGE SPACE: I SPACE PER 250 5.F. OFFICE AREA 5PA4GE5 REQUIRED: 5000 S.F. / 250 = 20 SPACES MAXIMUM NUMBER OF EMPLOYEES = 60 PARIKIN6 SPACES REQUIRED = 45 SPACES TOTAL PARKING 5PAGE5 REQUIRED = 65 5PAGE5 TOTAL PARKIN6 5PAGE5 PROVIDED = 87 REGULAR SPACES PLUS 5 HANDICAPPED (4 ARE VAN AGGE551BLE) LOAVIN6 5PAGE5 REQUIRED = 2 5PAGE5 LOADIN6 SPACES PROVIDED = 4 SPACES �K REQUIRED PARKING LOT LAND5GAPIN6: (SEE �7-HE ET 2-6oF -7 Fc}p- F-EVI51c FRONT LOT: EXTERIOR - II TREES, INTERIOR 3 TREES FROINT LOT TOTAL REQUIRED: 14 TREES TREES PROVIDED = 14 REAR LOT: EXTERIOR - 20 TREES, INTERIOR 1 TREES REAR LOT REQUIRED: 21 TREES, TREES PROVIDED = 21 CON5TRUG TION NOT5 I, ALL CONSTRUCTION SHALL CONFORM TO CURRENT FREDERIGK COUNTY AND VDOT 5TANDARD5 AND 5PEGIFIGATION5. 2. ALL DISTURBED AREAS ON THE SITE, NOT SHOWN TO RECEIVE OTHER GOVfR, SHALL HAVE A PERMANENT 6RA55 COVER ESTABLISHED. 3. EXI5TI% UTILITIES SHOWN ON THIS PLAN INDICATE APPROXIMATE LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATELY LOGATIWv AND PROTECTING ALL EXI5TIN6 UTILITIES (UNDERGROUND AND OVERHEAD), INGLUDIN6 TH05E NOT 5HOWN, TO INSURE THAT THE PROP05ED GON5TRUGTION 15 COORDINATED PROPERLY AND THAT NO EX15TIN6 UTILITI E5 ARE DAMAGED. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION AND TO NOTIFY THE EN61NEER IMMEDIATELY IF NOT IN GON- FORMANGE WITH THE APPROVED PLAN. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ALL NECIE55ARY RELOCATION OF UTILITY POLES, LINES AND APPURTENANGE5. 6. THE CONTRACTOR SHALL VERIFY THE POINT OF BUILDIN6 ENTRY OF ALL SERVICE LINES WITH THE ARCHITECTURAL PLANS, PRIOR TO WATER AND 5EWER UTILITY LINE INSTALLATION. 1. EX15TIN6 WATER, SEWER AND 6A5 LINE LOCATIONS, TAKEN FROM THE 51TE PLAN FOR THE EA5T&ATE INDUSTRIAL PARK, SHOULD BE VERIFIED BY THE CONTRACTOR AS TO THEIR EXACT LOCATION PRIOR TO GON5TRUGTION. 8. WATER AND SEWER LINES ARE TO BE CONNECTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERIGK COUNTY SANITATION AUTHORITY. q. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION, BY THE FREDERIGK GOUNTY SANITATION AUTHORITY. 10. THE OWNER / DEVELOPER 15 RESPONSIBLE FOR THE INSTALLATION OF THE 3-INGH WATER METER. THE METER SHALL BE A HERSEY DETEGTOR METER WITH COMPOUND BYPA55, MODEL MFM 11 / MGT II OR APPROVED EQUAL. 11. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY 15 TO BE IJALLED ON ANY LINE (FIRE OR DOMESTIC) THAT GOES INTO A BUILDIN6. THE ASSEMBLY 15 TO MEET A55E STANDARD NO. 1015, OR 1013. IF THE ASSEMBLY 15 MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REGUIR:ED. 5URYEY' / TOP06RAFHI G INFORMATION I. HORIZONTAL AND VERTICAL CONTROL 5URVEY5 WERE PERFORMED BY MARSH 4 LE66E, PLC, WINGHE5TER, \/ A. (PH (540) 661-0468) IN NOVEMBER Iqqb. 2. THE 5OURGE OF THE TOP06RAPHIG MAPPING 15 AN AERIAL PHOT06RAPH DATED MAR IgBq 3. THE BOUNDARY SUR\JEY WA5 PERFORMED BY 6.W. CLIFFORD 4 A550GIATE5, INC. DATED NOVEMBER IW, Iggb. 4. VERTICAL DATUM 15 BASED ON BENCHMARK ELEVATIONS USED FOR THE CONSTRUCTION OF VA. ROUTE 642. VICINIT\( MAP LEGEND EXISTING CONTOUR - - - 720 PROP05ED CONTOUR 720 PROP05ED SPOT ELEVATION X 720.2 PROP. E/P PROPOSED E06E OF PAVEMENT PROP. CURB AND 6UTTER (G6-6) PROP. CURB AND REV. GUTTER (G649R) HANDICAP RAMP (C6-12) A-h PROP. SANITARY SEWER FORGE MAIN F F PROP05ED 6A5 LINE G G PROPOSED WATER LINE W W i PROPOSED ELECTRIC E E PROPOSED TELEPHONE T T 15" CMP PROPOSED STORM SEWER PROPOSED FIRE HYDRANT PROP05ED WATER METER 15 PARKIN6 INDICATOR HANDICAP PARKING SPACE O STORM DRAIN STRUCTURE IDENTIFIER IRON ROD FOUND I RF IRON ROD SET IRS FENGEL I NE INTERMITTENT STREAM EXI5TIN6 TREE LINE ryY, Q EXISTING TREE PROPOSED DECIDUOUS TREE PROP05ED 5GREENIN6 TREE LIMITS OF GLEARIN6 AND 6RUBBIN6 CONSTRUCTION ENTRANCE CE INLET PROTECTION IP SILT FENCE SF ROCK GHEGK DAM CD 5015 MAP 18 -1 41C Mac♦donio , I I � . Grorch 41C a< 90 z � N1 9Ck 4 C it 18 pl Iti tv `4111 ! .419 96 - / 98� 418� /41C IB 1 .IIC j. , 4 tt� 41C go 41 to 1B 41C 4 1 C ems. H 1 .1t> '41 \ !- 41C \ lA d 2 Iwo 1 " = 2000' 41G WEIKERT SERIES - CONSISTS OF SHALLOW, WELL - DRAINED SOILS IN THE VALLEY AND ON THE MOUNTAINS. IT HAS A 5L 16HT ER05ION HAZARD AND A GREAT DEPTH TO GROUNDWATER. EROSION d SEDIMENT CONTROL NOTES I. UNLESS OTHERWISE INDICATED, ALL VE6ETATED AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRAGTICE5 SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE VIR61NIA ER05ION AND SEDIMENT CONTROL HANDBOOK. 12. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON-51TE AT ALL TIMES. 3. THROUGHOUT THE COURSE OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDIN6 ANY ADDITIONAL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES THAT MAY BE REQUIRED COMMENSURATE WITH HIS/HER 5GHEDULIN6 AND 5EQUEN6IN6 OF GONSTRUCTION, TO PREVENT EROSION AND SILTATION RELATED DAMA6E TO THE PROPERTY OF OTHERS OR TO THE PROJECT. 4. TEMPORARY 5EEDIN6 AND MULGHIN6 SHALL BE REQUIRED ON TH05E DENUDED AREAS THAT ARE LEFT UND15TURBED FOR SEVEN DAY5 OR MORE. 5. ALL PERIMETER SEDIMENT CONTROL DEVICES SHALL BE ERECTED PRIOR TO ANY LAND 015TURBIN6 ACTIVITIES AND REMAIN IN PLACE UNTIL THE 51TE 15 FULLY STABILIZED. 6. A LAND DISTURBANCE PERMIT SHALL BE OBTAINED FROM THE FREDERIGK CO. PUBLIC WORKS DEPT. PRIOR TO INITIALIZING ANY SITE WORK. ER05ION CONTROL SCHEDULE I. ESTABLISH CONSTRUCTION ENTRANCE 2. ESTABLISH PERIMETER CONTROLS AS REQUIRED 3. CLEAR AND 6RUB 51TE 4. STRIP, STOCKPILE AND STABILIZE TOP501L 5. PERFORM ROU6H GRADING 6. CONSTRUCT DRAINAGE CONTROLS 1. BEC71N FACILITIES CONSTRUCTION 8, PERFORM FINAL GRADING AND SITE STABILIZATION ONNER ALG, INC. LYLE E. CADY, JR. SENIOR VICE PRE51DENT 110-B INDUSTRIAL DRIVE WI NCHESTER, VA. 22602 (540) 86q - b623 L?FE- VEL OI I-R HOWARD SHOGKEY d 50N5, INC. 1051 MARTIN56UR6 PIKE P.O. BOX 2530 WI NGHE5TER, VA. 22604 (540) (g61 - 1100 THESE PLANS ARE IN CONFORMANCE WITH FREDERIGK COUNTY STANDARDS AND ORDINANGE5. ANY DEVIATION OR GHA%E IN THESE PLAINS SHALL BE APPROVED BY THE APPROPRIATE FREDERIGK COUNTY OFFICIALS PRIOR TO GON5TRUGTION. THE Dp-iGINAt.- c,iTE PLAN FinF- ALG, iNC-. WA5 ,APPPr��/�p FE�►RU/at[ 7' 7.0, to?V7 , 5iTF✓ Pt -AN TH15 R--Ev!'�Et) 517E PLAIT. ihJGL.U[ S MvoiFIGA`rie--->N5 ? MA.DE`TVTHE Fgn IT PAR-K4NG L-OT AwD AN EXp54,N51QN Tn TH E orm FrGE P�212 T! aN ofr- THEM. -DING, H P•E,lie7►c�t.IS ARe I I L-k-U 5T9-A7E 1;> SHEET-5 BAN , DA--rr-- D s - e -0,-)7. _ Fr?p- Uv� Q� jz' MARK 0. SMITH V I� No. 022837 1p 0A1, NA l PROFE55IONAL SEAL AND 516NATURE "BITE 1�LA? :1r2().VF() i a JUG, �., A.•,. �y.9"' C. x r of is I. GOVER SHEET 2. 51TE GRADING PLAN 3. UTILITY LAYOUT / LIGHTING PLAN 4. E � 5 CONTROL / 5WM PLAN 5. WATER / 5EWER PROFILES (o. SEWAGE LIFT STATION DETAILS T MISGELLANEOUS DETAILS p LJ c'v N 1 w O CL N LL W LL d Ly d LL1 � LLJ > - - LLB y c) Lu �. LLJ LL-I Li-- w� i W �w C14 " �U U_ WO eq N O O JOB: 96026SP DWG. : 9602601 SCALE: NO SCALE DATE: 11-20-96 DRAWN BY: TAF SHEET I OF 0- Gravel Filter Wire Mesh Runoff Water 12" � F'ltered Water tlitr— _ 12 Sediment Concrete Gutter Curb Inlet Specific Application This method of inlet protection isapplicableat curb inlets where pondin5 in front of the !structure is act likely to cause inconvenience or damage to ad,jEacent structure.-, and unprotected area! GRAVEL CURj INILET SEDIMENT FILTER t t 1 .td W=OC l,yi � C9 _ ,.Z as a 1 a Li � J to ;e I 1 t 1 t `W N zt, 10 YR. CREST ELEV 704.91' 100 YR. CREST ELEV 705, 76' t 18` HIGF{ CLASS I RIPRAP t S w'A V At C I �4 .. ES-2 INV OUT-713.0' CLASS I RIPRAP / ES-2 INV OUT-713.0' CLASS I RIPRAP /13 O.5 TOP-717.5' INV OUT-71 L-6 FT p1-38 i ES-2 INV 00T-713.8' FLAGPOLES (3 TYP.) CENTER -30' HIGH 2 SIDE POLES 25' HIGH TOP- 719.50' INV IN-714.88' INV OUT-714.7 L-8 FT DI-48 to I I I I SIGHT DISTANCE IS NOT KNOWN AT THIS TIME SINCE THE ROAD HAS NOT YET BEEN — NOTE: THE OWNER OF THE EASTGATE COMMERCE CENTER DESIGNED OR CONSTRUCTED. IS RESPONSIBLE FOR THE DESIGN/ENGINEERING/CONSTRUCTION \ OF THE REMAINDER OF EASTGATE DRIVE BEYOND THE LIMIT OF VDOT WORK. NEITHER FREDERICK COUNTY OR VDOT ARE RESPONSIBLE FOR THE CONSTRUCTION OF THIS ROAD. EMERGENCY CHECK.DAM FOR INLET PROTECTION ". CLASS I RIPRAP SPILLWAY i� 7 ELEV - 705.31' ! L - 14 Ft. 15" CMP !NV IN - 702 0' ES-2 (SEE DETAIL SiHEET 7) , INV OUT = 701. t t r tJi-- ----- N 'AP N 67*12'47* W / - 1114.98' \ N/F J 0 H N H, `SARGENT% ESTATE ZONED: R� U S E: A G R-1-C--U L T U R A L P I N / 7 6 A 4 2 GRAPHIC SCALE 0 x SO 100 (uvFEET ) I inch = 50 fL sE� F-E V 15 & L:) A - SHaeT z I� oF 7 Iotis"�� �R pUS fD /4( f� v4 �M H' P S 4,5�Sfr' N i i I` I N / F D"W I N E. S C H E U L E N ZONED RA USE. AGRICULTURAL PIN # 8 7 A 1 K42 cy— LU z Z Q Q�z Q LLJ rZ LLJ Z ll w L d Q rr N 0 z CL ko vl � Uj W m z Z LLJ L� LU • 1_ O CL V Cz 1 n V •! Cz z 0-0 � w V 1 �Np N 1[7 W N N 4/ L N LLJ H % O I 0 z JOB: 96026SP DWG. N0.9602602A SCALE: 1" = 50' DATE: 01-14-97 DRAWN 6Y: TAF SHEET 2A OF 7 No'Tfl� ". 7HE PARKING AND LANb54--AP(NG 7AE5uL-A7(oNS 5HO t4 H E R E oN SLl PE R0E DE -THE 7A 5(.,( L.A-TI r�N 5 oN 5H667 I of 7 OF -THE Pf2-e V(oUSC- ( APP'Pe;'vED PLAN SET, 055-�(0� APPPoNED -TfHE AREA of RE\lIS(oN R-EFLEGT�EP 5-( THIS P L-A+ N 15 F P oN T FA f2- FG (N G ,a, P-eA , G P-A ( N G A N D LAN1f�5GA PI NG . A INV=Z1628 ' G INV=71534 ' rF _ ` \ \ \ � y 40 �e I ` 0� J T I -0� / PoLC- LIGHT "'C / l // FOP- �oN-PINLIA T�N Z*2F GPLADyNG Sf{ll�ET ZA 17IA7ED 1- l4-/7�'7 / / I I I i 1 \ I I+ / 0LU Nz/ i+ 13. 5� LM4P54,—'AP(N6 c7—CHEPU —E �- LANr�ScaP(NG iA�ut-aT�oN FPONT l--�T- EXTEWo[z R-•EG�1R-ED PPa�/�Del� FA F- K I N G TA E5d L-A TI oN REQUIf�£C� oFFIGE 5PAGE (SPACE PEP- • Pf'�P. FLED MAP(-� ( 31 TdTAL) INTEP-IopZ- S 5 ZSQSa.FT. (MINIMUM Z" - ZI(Z" GAL-lPEfz-AT P-EAP-LoT- E:,K7E4zioR- SEE--iHEET (Zo) `7,c!?-75 /ZSo = 3Z TIME of PI -AN -PING) / - - - - ` IN7EWoi2- �oF-7 (7) MAItifUM IJt-, of (E l.,APLo'f eeS = PP-oP. E5oXwcz::>DS -' TOTAL-Tr-4-e-ES (FPoN7l-VT) 30 / PhoYIDEb GoMM�N oR LITTLE LEAF TOTAL PA�ZILING -7-7 l05 3' HE(GH-T@ TIME of PI.AN-TING zSHRU0,5 7oTAl_ - SPAGE(p 5'APAPZT� -roTAL- H.G. PARK-cNG SPAGC-S -1- i I TOTAL- LoApING SPACES 2 �} / N r I \ WRlr-iHT'S RUN L.P. I \ ZONED M-1 ----- I 1-- USE: YAGANT // \ I I PIN " 76 A 53 — _� 1 I \ / / lel z_ W N 0 o 'n W 00 Z N � I C� N O Z � cO �n c°rn W �•� J o' of I N _ > d Q = L� >• a� a� I Z .� c cn o 40 w -c s� W C N X F - LL- co co a) o > c C � o wn c y,V \ ,/ I ------- �\ \\ �....... I �.� -7��44 I � \--ii PROPOSED EASTGATE DRIVEN 6NJ m' R� � ........... • ............. .. L:26I�9 \ /............... ..... / � j' P� HEDGE ��TY P \ \ T E r'00.lD �'PoP /F2E(� MAPLE (T`(P. ` N.." \ \ - �� IRS 5 45'05'4l" `$0� - \ 2rc,p U1V 92\ TRANSFoI� MeR \ \ 8/ / Z / P KING — _ T �E E 20' UTILITY, SLOPE < DRAINAclE EASEMEN \\ \ \ — — — T — — — _-- — — — — -C zr� PgfzILING LOT `p-ET t4ER �fiG� / i ,\ i T�— ---- — ---- — -- VAULT • • — — — — — — �, Ld -P774 Zo Z I . • U . _ \ I. . . 9' 0 o) 4 1 0 \ \ 'LIGHT TYP / / / i / / I -------- �\ W I i \ �I i / / / / 1 I \ (D \ � W \ H E, \ oC/) r I N I ct \ U1 �O � 1 / I \ / 1 / I / I / 1 / I FOR GoNTIt,1c.lATtot�! DF GIB-AD(F�IG Se-E ci(TE PLAN -A DATE r--,, I- 14- --,),7 w ~ Q J ^ Q > Q'O li>C)!� a� 00a- .. [If a - Lc) a Q Q J LL 0 LL- > O LLOLi < _owQQ cn >o�� z wo z�w0!� Qo<LL- o 0 J �� O Q wU) Q z F-0w z V) < c) oN w 0 DATE: 5- 6-97 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. 587e, SHEET Z 6 OF 7 Drainage Calculations DAA Are c C QA_ T in i i / r i 10 in/hr Q(2) cfs 1 fs A 0.804 0.9 0,724 5 5.4 6.8 3.907 4.920 B 0.115 0.9 0.104 5 5.4 6.8 0.559 0.704 C 0.210 0.9 0.189 5 5.4 6.8 1.021 1.285 D 1.102 0.9 0.992 5 5.4 6.8 5.356 8.744 E 0.374 0.9 0.337 5 5.4 6.8 1.818 2.289 F 0.255 0.9 0.230 5 5.4 6.8 1.239 1.561 G 0.146 0.9 0.1131 5 5.4 6.8 0.710 0,894 / H 0,332 0.9 0.229 5 5.4 6.8 1.614 2.033 Culvert Summary Culvert Inv In inv Out LM P fLnjS(%) TyDe Q(e f Q(10)cfs V 1( 0)fos 1 714.68 713.80 171 36 0.50 cmp 26.66 6.91 3.77 2 715.15 714.20 138 36 0.69 cmp 31.32 11.48 4.45 3 715.15 714.65 1(00 18 0.50 cmp 4.20 2.03 2.38 Storm Inlet Summary. and Sump Irnlet Depth and Spread Calculations Struc No. From Q00)cfs Inw In Inv Out Tog Elev Throat ft Sx(fL/ft) d Saread(ft) 1 C 1.285 7144.78 714.68 718.85 DI 10 0.0208 0.24 5.30�- 2 F 1.561 715.50 719.17 - B 10 0.0208 0.25 6.25 3 G 0.894 715.25 715.15 719.72 DI.6B 8 0.0208 0.20 4.25 INV OUT=713.8' I CLASS I RIPRAP ry i I , I � I 1 I 1 I I / tii I 1 , i 3P I 1 I 1 I I I I I I I ti 10 1s. ,,,, w �x oc�i� I t \ \\ \ / CD -#4 p INV OUT 714.65'� CLASS I RIPRAP % < a I 1 a w � I _ V 1 INV IN=715.15' 1' AN s� \OP iT xi. N'o 140 PROPOSED EASE- MENT FOR ENTRANCE, ENCROACHMENT. - c- Ic\ tl� doo?fp \ �k� >A 34 \. GRAPHIC SCALE 50 0 25 50 100 I 0 1N FEET ) I inch = 50 ft, SIGHT DISTANCE IS NOT \\ KNOWN AT THIS TIME SINCE: NOTE: THE OWNER OF THE EASTGATE COMMERCE CENTER r \ THE ROAD HAS NOT YET BEEN IS RESPONSIBLE FOR THE DESIGN/ENGINEERING/CONSTRUCTION \GNED OR CONSTRUCTED. OF THE REMAINDER OF EASTGATE DRIVE BEYOND THE LIMIT OF VDOT WORK. NEITHER FREDERICK COUNTY OR VDOT ARE RESPONSIBLE \ FOR THE CONSTRUCTION OF THIS ROAD. . \ s 00 `J9, - 0 r \ � S \ \ O j0r sN�F pUS£ NFU RtjAl .gANT C.O.44 C. C. oAt C.o 43fllfNr r Cc O VC 14 Ar �J \ ''� sF ` 4R), vo R F,A4C C S t8' II `` WASt4RACK0 REQUi D F � 1 1 C-_ 5 45 ,a. 4 e RAC S oryc o of 000 4 ,� I � 600 SF r E=152_67' I I 10 YR. CREST ELEV = 704.91' / 100 YR, CREST ELEV 705.76' / / ES-2/ 18" HIGI{ CLASS I RIPRAP % INV OUT-714.20' IEMEROGENCY CHECK"DAM FOR INLET PROTECTION O /CLASS I RIPRAP SPILLWAY ELEV - 705. 3' L 114 FT. / CMP INV =57022 0' ES-2 I (SEE [DETAIL SHEET 7) / INV OUT 701. TOP OF *RM it 36 ES- i CD NOTE: EVERY EFFORT WLL BE MADE FOR THE PRESERVATION OF THE E)USTING VOMANC THIS WLL INCLUDE PHYSICALLY MARKING THE EXTENT OF CLEARING SY THE ENGINEER OR AOITECT. 25' __ - - -- - -- i I I/ TOPSOIL / STOCKPILE AREA / 1 /ry r Q / a C t 1 1 4i ti 1 / 1 Q1 J 2 I � I / , I � I I / I / I 1 r / I I / , I N sTi 2.47- W � � - � � � 1114.9Q' N / F i \ 1 N /F J 0 H N H `S A R G E N T/ / E S T A T E E DjW I N 11 Z 0 N E t)S R A E U L E N ZONED R+( s ' i �, � U9E: AGRICULTURAL USE: A G " C--trL T U R A L 1 PIN If87 A 1 P I N 111 7 6 A 4 2 L, , � � O rt m N C, N N I 0 t�Z W LU W Q W Z CY 2vs �R a Q � a kL C��a® W < LLJ l-L LLJ LLJ Z V O O U-j L-� � � W LLJ w < w W T!1 VL I w W EZ N 4J C�p- � tD o ENNS `>r 0 4 JOB: 96026SP DWG. NO,:9602604 SCALD: 1" = 50' DATE: 11-27-96 DRAWN BY: TAF Ik-0 SHEET 4 OF 7 3 wo a �m 7Zo X / J C, A PAP 71S, ,,�' o.5'GLEAPANGE 15" 15” P-6 p A PPPDX. LoG . OF� PGL T dJ l30- S W/I, FILM Dl-fGH ouT 0.50% N "� � J r n ALG PLAN Ire' GL-Z _ m k m N- z - e-NGASEMEN`r TYPO- A ' X 12EGQ' D. F-AP W 3 it» z zZ � N�- > � t } + i- i + fi SToF2N( �E WE12 FF2C)FIt-E SGALE I "= 5d' HOIZz I" = 5' ver-T. PIMP. Gf:ADE 7Zo n' 3:( 7IS -71 TYPE- A 1-1 P- P-A P Z' MIN.GoVEfz- � XfGtz Z4o'- IS" P GLS C'' 0.50'�0 n J � ng uj > z z 0 _ � + 4- SToI2M SEWEF= FFzC>F(L-E ScALe . 1" = 50HoRz. i" = S' VeF-T. MARK D. SMITH No. 022837`% a4 (O (O � ,mod' N � h CO o .ar X (d) d V X - u Q 16-LL- V V o, w cn C' Z N o W tD N N o j v _j rn Z ca � W u a Y Q V` Z J l9 W n �y I- n - °z Z JU Lo Q � Zv N �:)L k' W � Q V_ LL N W L LILb L LL M.�i. AS 17 Haw N AS SHOwN 5 t3 11 ,_O„ (STANDARD) a 30" x ACCE (S1l 4" Diam. VENT w/SCREENED MUSHROOM CAP 4" Diam. BLOCKOUT rno �� �►�� nnarToni c ..�LI IVIv v IL rr (V "cV 5,000 PSI REINFORCED CONCRETE PORTABLE HOIST MOUNTING SOCKETS 1'-7" NOTES- 1. CLEARFLOW 6' DIA. WET WELL SHIPPED IN SECTIONS WITH HEAVIEST LIFT APPROXIMATELY 18,000 LBS. 2. VALVE VAULT SHIPPED ASSEMBLED STATION w/ 15.17' 2" PVC VAULT DRAIN LINE WITH BACKWATER STOP PROVIDED FOR iNSTALLATION BY CONTRACTOR PLAN VIEW 30" x 30" 4" Diam. VENT ALUMINUM W/SCREENED ACCESS HATCH MUSHROOM CAP CV 6„ i 4" SWING CHECK o VALVE 4" GATE VALVE �1 o 0 Q i STEEL PIPE SUPPORTS 40 135 l I 17 35 105 4096 _4 p?J• 30 - j 9025 B�SQi � � —75 20 j S 60 l . SECTION VIEW VAULT SHOWN AS MANUFACTURED BY THE CLEAR FLOW CO. 1-800-868--8386 Sectian NON -(LUG Page 1 i 3 Dated JANUARY 1994 Supersedes SIPTIi' I R 1993 Performance Curve RPM: 1750 Discharge:4"Solids:3" 17 1-� 4s6�oiq 10 :_ j _ - 4 4 U.S, GPM 100 200 300 1750 "M ; ' �_ - _- 68% 65% -4-7- - 50 - 10 3 1:4 i--- , —t 400 500 600 700 90 120 150 _ I1i1 cs4P/Pll-1750 bbyr SEWA<67E LIFT STATION DES16N Average dolly flow from site (8 hr. day) 2000 gpd Average dolly flow from site 4.2 gpm Peak design flow 10.4 gpm (Peak factor=2.5) Force main diameter 4 inches Force main velocity 4.1 ft/5 Net well diameter 6.0 feet Low water level (pump off e lev) 711.04' Force main discharge elevation 718.0' static head 6.qb' Pump design parameters 160 gpm at 67' TDH pump must be able to meet 36 gpm at 73' TDH both conditions Design Pump rate 160 gpm at -73' TDH Length of force main 1600 feet Fittings and other losses 67.3 feet Force main equivalent length 166-7.3 feet Head loss (Ft/100 ft) 1.31 Total friction losses 66.04 feet Total dynamic head 73 feet Top of station -722.5 feet Existing grade 722.0 feet Discharge Invert 7L5.Q_ f e,et Inf luent invert (113 f`I feet ; Net well bottom elevation ee First pump on 711.46 feet Second pump on 711.46 feet High water alarm 711.16 feet At average daily flow, the time from pump off to pump on Is 50.4 minutes SENA 6E LIFT STATION NOTES Pump choice Hydromotic 4" Non -clog Submersible Model 54P Motor BHP 10 hp RPM 1750 Voltage / phase required 208V / 3 phase Impeller diameter (inches) 8.75 inches I. Each pump shall be furnl5hed with a running time meter with measure- ment In hours. 2. There shall be no electrical boxes or splices inside the wet well. 3. Two pumps as specified shall be mounted in the wet well. A third spare pump shall be provided to the owner. 4. The pump controls shall provide for alternating pump operation. weatherproof light weatherproof vibratone horn enclosure mounted on post electric meter - socket generator hookup underground power j high water (wet well) pump M1 failure pump #2 failure 3 phase power monitor __----�_---s high water (wet well) 120v sensor for local light and horn TELEMETERING ALARM to load side of meter 1 main I disconnect11 i transfer i j switch overcurrent I I protection ground per N.E.Ccode ELE T I to genermw receptacle Single fixture 100 waft hps mounted on extention arm 2' above and 1' in front of encim re. to pur p 7•y r concrete station 18" dia. We ua�. 6"x 6" ressu pre � treated posts SEWER PUMP STATION CONTROL ENCLOSURE ADAS telemetering dialer 120v telephone input line circuit breaker panel I I LQ� J light 110v r — — _ receptacle 1 ( auto -dialer (inside enclosure) ( I l 1 T - telephone line NCLOSURE alarm wiring (in separate conduit) control high I I panel • water 110 v alarm / alarm I light and horn /contacts I (with manual —, on/off switch) PUMP STATION Notes riclosure construction: to meet NEMA 3R standards ) 4%0" (W) x 4'-0" (H) x 1'-0" (D) ) 12 gage galvanized steel ') double doors with: 1) heavy duty hinges 2) heavy duty 3 point latching mechanism 3) heavy duty hasp (for padlock, drip shield } back panel (of 12 guage steel) to provide a minimum of 5i8" clearance le following items are to be bunted in enclosure: a) double throw transfer switch �) circuit breaker panel :) 110 v outlet i) AOAS DiaLog autodialer a) phone jack .ontrols to be in their own enclosures and 7ounted inside panel enclosure. lside 110 v outlet to be on separate circuit Nerhead light to be on separate circuit ar-4 ave on/off switch inside enclosure. Jarm light and horn to have manual onloff witch inside control enclosure. venerator hookup shall be Russelistoll atalog no. 7334-72 Jarm light and hom shall be Federal lectric model 350w (weatherproof ibratone horn with light in weatherproof ncfosure). lSl 1__ }-- 7 Q LL LU < z �-- v �L LU LU 17- < LU CZ LLl 11- r� V 1 N O W CV C_ � Wo N tL1 N 0 )OB: 96026SP DWG.: 9602606 SCALE: N0 SCALE DATE: 12-23-96 DRAWN BY: TAF SHEET 6OF�7 ANTI -SEEP COLLAR DETAIL (NT5) 4a„ 15" GMP WELDED TO ANTI - SEEP COLLARS --48"-i EMERGENCY SPILLWAY DETAIL (NTS) 15" GMP (A5PHALT COATS 50 FT. LONG, 1.5% SLOPE - ANTI 'TV n-ry ""' " (TYPICAL OF 2) Y_ NOTE: COMPACTION TESTS ON THE EMBANKMENT MUST BE PERFORMED AND RESULTS SUBMITTED TO THE FREDERICK COUNTY PUBLIC WORK5 DEPT. TWO TESTS, APPROX. 12 FT. APART, EVERY 25 FT. OF EMBANKMENT LENGTH ARE REOUIRED. CLAY GORE MAMRIAL SHALL MEET THE FOLLOWIN6 501L GLA551FIGATION: 5M, 56, ML, MH, GL OR CH. HANDICAP 5167N DETAIL NOT TO SCALE RESERVED PARKING 12" x 18" SIGN ( TYP. ) 12" x 6" SIGN (TYP.)-----.. VAN ACCESSIBLE STD. U-CHANNEL POST NOTE: ALL CONSTRUCTION SHALL CONFORM TO A>DA. ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. HANDICAP PARKING DETAIL NOT TO SCALE O N 6" DIP GL52 PExFL 6" TEE TYPICAL ROAD GROSS -SECT ION NOT TO SCALE r 241 TYPICAL GONGRETE GROSS-SEGTION LOAD I NCB DOCK AREA NOT TO SCALE _I - ° a 8" CONCRETE v v v v v v v v v v �4" VDOT 21-B v v v v v v v v v v v v F VARIES - TYPICAL PAVEMENT GROSS-SEGT ION PARKING LOT TYPICAL GROSS-SEGTION G6-6 NOT TO SCALE G66 E N RA NG E TO SITE NOT TO SCALE ;7 2" SM-2A EA5T6ATE ED6E OF --- DRIVE R/W V V v v v V V rl `-' r' r' " v V V V V V V v V I I 6" VDOT I— �6 V v v v v v v v" 1 21-8 v v v v V i 2' - 52' 1/4" :1'------► STD. G6-6 58' WATER METER VAULT DETAIL NOT TO SCALE 6" GATE VALVE MJ q' MIN. F T 6" x 3" REDUCER FL x FL 2' MIN. -- O > > 3" WATER - 3" GATE VALVE - METER FL x FL 1z W/RI51N6 STEM BAGKFLOW PREVENTER b" BYPASS LINE (5DR-21 PVC) PLAN VIEN MANHOLE BOOT 6" GATE VALVE MJ 6" x 4" REDUCER 4" 5DR-21 PVC / WATER LINE 6" TEE - 6 GATE VALVE M.J 36"x36" ACCESS HATCH VISUAL REMOTE (MOUNTED SO THAT W/LOGKIN6 HASP IT CAN BE READ WHEN ACCESS DOOR 15 OPEN) VAN AGGE551 BLE HANDICAP PARKING DETAIL NOT TO SCALE CENTER IN PARK:I N6 AREA 6 "X6" 5OUARES FOR LAYOUT ONLY O N HANDIIGAPPED SYMBOL 3" 5TiRIPES (WHITE -TYPICAL) F 16'---- CENTER IN PARK I N6 AREA 6"Xb " 5OUARES FOR LAYOUT ONLY HANDICAPPED SYMBOL 3" STRIPES (WHI TE-TYPICAL) 5,000 PSI REINFORCED 6" THICK TOP ONGRETE AGGE55 LADDER z BLOCK . SUPPORTS 1p Q Q Q o Q 6" NO. 57 STONE q' MIN. SEGTI ON VIEN ALL WEATHER REGEPTAGLE SERVICE CONDUIT FROM METER BASE 12" OPEN 6RADED A66RE6ATE (06B) 8" 21-8 AGGREGATE 6" TYPE BM-2 ASPHALT CONCRETE 2" TYPE IM-ID ASPHALT CONCRETE 165 Ibs/sy TYPE SM-20 ASPHALT CONCRETE RADIUS POINT LARGE 600 TRAPEZOIDAL FLUME PAGKA6ED METERING MANHOLE NOT TO SCALE NOTE: HINGED COVER 15 NOT 5HOWN THIS VIEW FOR GLARI TY 4' DIA. MANHOLE ANCHOR E3RKT 4 PLACES WITH HINGED COVER x x (FOR 112" EXPANSION HASP FOR PADLOCK ANGHOR5 T304 5/5) FLOW 30 18" DIA. HOLE FILLED U WITH CONCRETE 6 "xb" PRESSURE TREATED LUMBER 1 1/2" CONDUIT FOR SHIELDED BASE FLUME INV OUT - 713 14' 3 " -- 8.0„ 64.0" NEMA 4R ENCLOSURE C7 15G0 MODEL 4210 TRANSDUCER IIOV, I PHASE, 20A DER RECOMMEND CONTRACTOR TO FILL MANHOLE WITH CONCRETE OR SAND COVERED WITH CONCRETE TO THE TOP OF THE FLUME 8" DIA. FRP PIPE STUB TO MATCH 8" SDR-21 PVC, PIPE (NEOPRENE BOOTS ARE NOT SHOWN FOR CLARITY) FLUME INV IN = -713.14' ♦ • d 112" FOAM PAD PROVIDED b'x6'xb" GONG. SLAB W/T304 5/5 ANCHOR BOLTS TO MATCH FRP MANHOLE (CONTACT MANUFACTURER FOR EXACT DIMENSIONS) I. MATERIAL 15 FRP (FIBER6LASS REINFORCED POLYESTER). 2. NEOPRENE BOOTS ARE SECURED WITH 5TAINLE55 STEEL BANDS. 3. HINGE, HASP, ANCHOR BRKT 8 BOLTS ARE TYPE 304 5/5. 4. FRP MANHOLE MUST BE A MIN. OF 7 FT. UPSTREAM FROM LIFT STA %Abfi-VAINC. TUALATIN, OREGON LOCAL REPRESENTATIVE: JOHNSTON, INC. MR. RYLAND BROWN FOREST, V I R61 N I A (804) 525-7g2q r r (3Q O N p � w _j p� Q z C) U- Q w c i Qv �d Q L.L.I �s) �— Z W cz w Lu > Z LJ Lu J 0 Z 0 v � wv v <� Q l_n L LU LL w d W Co I Ww 3' W CO N VL W W �� O �U) Q U N �� �r^ ,10B: 96026SP DWG. : 9602607 SCALE: NO SCALE DATE: 12-27-96 DRAWN BY: TAF SHEET � OF � (5EV AL N/TE5 I. `PROJECT NAME; ALG`, INCORPORATED 2. MAG115TERIAL 015TRICT. 5HAWNEE DISTRICT 3. THIS 1,5ITE DOES NOT LIE WITHIN THE 100-YEAR FLOODPLAIN LIM'IT�5. 4. -TH 15I T : I TO;: E SERVE BY MUNICIPAL WATER AND SEWED Iry TE 5 B_ D .' ANTICIPATED 5E gA6E FLOV6.- 2000 6PO ANTICIPATED FIRE,IFLOW5: 2250 GPM (EST;) RE5IDUAL� 1l12 GPM Q. 40 P51 15601, GPM 30 P51. 5; NO FUTURE SITE PLANS WILL 'BE APPROVED' BY FREDERICK COUNTY IN. THE � A5T6ATE COMMERCE CENTER WITHOUT AN, APPROVED MASTER MA5T'ER DEVELOPMENT PLAN, ZONIN& TAj5ULA TION SITE., LOii 2, !`IRI6HTIS RUN L.P. AREA: 20,.15;3g ACRES PRESENT ZONIN6: M-I I PROPOSED USE: MANUFACTURING 'AtV OFFICE MANUFAGlWRIN6: 84,000 SQUARE FEET OFFICE: `5,000 SQUARE FEET � `L c� -)_ TOTAL LOT AREA: C104,121 SQUARE FEET PAVEMENT AND BUILDING COVERAGE: 112113 QUARE FEET wr f DEVELOPED AREA: 112,113 S:F. / g04,121 S.F. = 1'g% GREEN AREA: 731,354 5 F. / 404,121 S.F. = bl% MILDIN6 HE16HT: 32' - 4" MAX. REQUIRED) PARKING: (E & ' HRE C-T ZB of 7 OFFICE SPACE: I SPACE PER 250 5.F. OFFICE AREA SPACE REQUIRED: 5000 5.F. / 250 = .20. 5PAGE5 MAXIMUM NUMBER OF EMPLOYEES = 60 PARKING SPACES REQUIRED = 45 SPACES TOTAL PARKING 5PAG155 REQUIRED = .05 5PAGE5 TOTAL PARKING 5PACE5 PROVIDED =. - 'REGULAR SPAGE5 PLU5- S .HANDICAPPED (,, ARE VAN ACGE55IBLE) LOADING SPACES REEGOIRED = 2 SPACES LOADING SPACES PROVIDED = 4 SP:AGES k REQUIRED PARKING LOT L.AN05CAPINC7 (Seer SH'E ET. 2� -7 gevie7tom PROWT LOT:.EXTtRtOR a lI TREES, INTERIOR 3 TREES FRONT LOT `TOTAL REQUIRED: 14 TREES TREES PROVIDED = 14 REAR LOT: EXTERIOR �- 20 TREES, INTERIOR 1 `TREE5 REAR LOT REQUIRED: �� TREES, TREES PROVIDED 21 0� Z T'ONO' I. ALL CONSTRUCTION �5HALL CONFORM TO CURRENT FREDERICK COUNTY AND VDOT STANDARDS AND 5PPE.CIFIGATI0N5. 2. ALL DISTURBED AREAS ON THE 51TE, NOT 5H01NN TO REOEI�6E OTHER GOVER, SHALL HAVE A PERMANENT 6RA55 GOVER ESTABLISHED: 3. EXISTING I TILITIES SHOHN ON TH15 PLAN INDICATE APPROXIMATE LOCATION ONLY. THE CONTRACTOR SHALL, 5E. R8PON5I'BLE FOR ACCURATELY LOCATING AND PROTECTING W1 ALL fXI5Tl N6 'UTI L l TABS (UNDERGROUND AND OVEPflEAD), I NCLUD INCH THOSE NOT 5HOINN, TO INSURE THAT THE PROPOSED GON5TRUGTION'1.5 COORDINATED PROPERLY AND THAT NO EXI5TIN6 UTILITI:Ec5 ARE DAMAGED. . 4. IT SMALL BE THE PON5I:BILITY OF THE CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO (, ON51PUCTION AND TO NOTIFY THE ENGINEER IMMEDIATELY IF .NOT IN GON- FORMANCE WITH THE APPROVED PLAN. 5. IT SHALL BE THE RE5'ON5IBILITY OF THE CONTRACTOR TO 5ECU.RE ALL NECESSARY RELOCATION OF UTILITY POLES, LINES AND APPURTENANCES. 6. THE CONTRACTOR SHALL VERIFY THE POINT OF BUILDING ENTRY OF ALL SERVICE LINE5 I�IITH THE ARGHITEGTJPAL PLANS', PRIOR TO WATER AND SEWER UTILITY LINE 105TALLATION. 1, EXI5TIN6 HATER, 5EHER AND GAS LINE LOCATIONS, TAKEN FROM THE 5IT-E PLAN FOR THE EASTC ATE IND� 5�TRIAL PARK, SHOULD BE, VERIFIED' BY THE CONTRACTOR A5 TO THEIR. EXAGT LOCATIION PRIOR TO-CON5TRUGTION, 6. WATER AND SEDER L.INE5 ARE TO BE CONNECTED IN ACCORDANCE WI TH THESE PLANTS: THE LINES SHALL ADIDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION A R 1T, . q.. THE CONTRACTOR 5H+ALL COORDINATE HITH; AND ARRAN6E FOR INSPECTION, DY THE FREDERICK COUNTY SANITATION AUTHORITY. 10. THE OWNER / DEVELOPER 15 RESPONSIBLE FOR THE INSTALLATION OF TIME 3-�INGH 'HATER METER. THE MEETER 54ALL BE A HER5EY DETECTOR METER WITH COMPOUND BYPASS, MODEL MFMI 11 / MCT 11 OR APPROVED EQUAL. II. A DOUBLE CHECK VALVE BACKFLOH PREVENTION ASSEMBLY 15 TO BE INSTALLED ON ANY LINE (FIRE OR DOMESiTIG) THAT GOES INTO A BUILDING, THE ASSEMBLY 15 TO MEET A55E 5TANDARD NO. 1015 OR 1013. IF THE A55EM13LY 15 MOUNTED IN51DE A BUILDING, A REMOTE READOUT 15 REQUIRED. 5UR VE*( / TOPOORAPH16 INFORMATION I. HORIZONTAL AND VERTICAL CONTROL SURVEYS MERE PERFORMED BY MAR5H $ LE66E, PLC,- HIND E5TER, `,/A., (PH (�40) 661-�00465) IN, NOVEMBER I��I6. 2 THE - aOURCE OF THE T01�O6RAPHIG MAPPIN 1'S AN AE I R AL PHOTOGRAPH DATED MAR Iq��. : 3. THE BOUNDARY SURVEY WAS PERFORMED fW OX C,LIFFORD , AEOCIATE5, INC. q.. DATED NOVEMBER Iq, iq�Ib,. • 4. VERTICAL , , ERTI AL DATUM I5 E N; B' N" WMA'. ' `= .. .,' � , .. C AS D O E G RK ELEVATIONS USED FOR THE CONSTRUCTION V1 �j` �.d ^k- �` �)l,- �° �i1'��13�.io ;;•- 1 � Y xv i; w�f•'�'te v., .j r`,yy Ai,�. :+4 �i �4• .a.a a' s••;; � w. `�' ,� • `' "r r,r � jc�'lwltie I')it+p r,,.ae � 0 .1 0�" �� 1 �, r a ,.. pqq or# _ c�•�.,. ) �:C „' I �tiRr t. °� '' + iF�}, wA,,n,�1.dy'" 4lf 3t`` 4,� x �f +,:,---� �� .,lt,, r'�w-:::+�4���`ih.i-,��'� tk� �'s+- '��.-. 1 �' � �,3j ➢"� ',�rl�J.�,? (�i, it ly r gg Sal F A" �a�r 4ctr 5 'r` i 3Y _ , { 'r .r .. Rf1J� _�J • k ) t` - Y � ��f vi t N; qNHr� `�! t ° .. <„ n i t�� `S �'ti�� {� T� .r�l�}y. x: 3t�7��,%� p l k,i-. � o i � '.^, �� �� .� l7 v'� �^'§ _ .jiRh�1�'1 •• i L I � r" wsii rilil `" �,�, � G,� � +� } ! f., j �'�Sw�'t�� �� � 7 f s �''`:'�p ,�{�y,l:s.., a� ) A}+�` .�.`.'" 4�•�f� ��'«,.? 4 l °=i'" ti73.�6,..(p � SC 1j 7 C., d` i,1, r �.x"'6 b `t='` pv �„f�. >,_..•,, �1�� `� / brV \ IM, 7N y.,�`4 t' p • l k . wY �$+""'�.-,')!.'�'+�^ j^' + ). K tl n irk"_.,. a IQf #Cr'r �,�� C�,1 � tl' `� r�°,y/ �� �„ {� k� i};' +j1f �' "•� \7 ��.��,Y: .� t /a �r �� ?� `�, �° �f/� R,����'?3a�v,{J�rr �T��,Y. 1 11 20001 END EXI 'T .IN6 GONTOUR 5 720 PROPOSED CONTOUR --- - 7,20 fi. PRO EL P T V J N OSED SPOT ELEVATION E X 720.2 PROPOSED ED6E OF, PAVEMENT PROP ELP �. PROP. CURB AND GUTTER (C645) PROP. 1RB AND REV, GUTTER .f'C67 6R) S w HAISIDIGAP RAMP (66-I - F PROP• 5ANITARY 5EWER FORGE MAIN PROP05ED.6A5 LIFE Pk0P05ED WATER LIME PROPOSED, ELECTRIC � E E PROPOSED TELEPHONE __ om,. TT 1". CM PROPOSED STORM 5EWER MOP -OS W, FIRE HYDRANT SOS PRO I HATERt METER 15 PARKING INDICATOR HANDICAP PARKING SPACE STORM DRAIN STRUCTURE IDENTIFIER IRON ROD FOUND IR II" IRON' ROD 5ET IRS FENCEL.I NE INTERMITTENT STREAM EXISTING TREE LINE, EXI5TIN6 TREE PROPOSED DECIDUOUS TREE PROP05ED SCREENING TREE LIMITS OF GLEAI;IN6 AND 6RUBB1'NG GON5TRUGTICN ENTRANCE CE INLET PROTECTION SILT FENCE 1WCK CHECK DAM CD THE5E PLANS ARE IN. GONFORMAN6E WITH FREDERICK COUNTY STANDARDS AND ORDINANOES, ANY DEVIATION Off: GHAN6E IN. TH .56 PLANS SHA -L � E APPRO .76y� L . THE ,APPROPRIATE FREDE-RiGl< GOUN7Y OFFICIALS PRIOR TO GON5i JGTIONF 1 VV% A �' ' I .1 1 f �I PLAN , ��1,•�.�-,�-, I _ ,. z r am^ . � s E. Vim. 1� 4� a r` & ' a � 1a i r. oN GRAPHIC SCALE z 50 0 25 50 100 200 L—JM--W U� IN FEET LU < I inch = 50 f t < < -4 SIGHT DISTANCE IS NOT KNOWN AT THIS TIME SINCE NOTE: THE OWNER OF THE EASTGATE COMMERCE CENTER THE ROAD HAS NOT YET BEEN DESIGNED OR CONSTRUCTED. IS RESPONSIBLE FOR THE DESIGN/ENGINEERING/CONSTRUCTIONOF THE REMAINDER OF EASTGATE DRIVE BEYOND THE LIMIT OF < VDOT WORK. NEITHER FREDERICK COUNTY OR VDOT ARE RESPONSIBLE U_ Gravel Filter Wire Mesh FOR THE CONSTRUCTION OF THIS ROAD. C) < LU �7_ Runoff Water 12a Z: F'ltered Water Lu FLAGPOLES (3 TYP.) CENTER -30' HIGH < tz 0 2 SIDE POLES 25' HIGH it z V - "'. &� LLJ 4 I F�F V 115 Sediment- M- 4 C, ConCrete Gutter Curb Inlet E-e T < d. m Specific Uplication MONUMENT SIGN This mothod of inlet protection is applicable at curb inlets�'-".is'h x 10'W 'P where ponOvq in front of the s1tructure is not likely to cause t to adjacent Structure-, and unprctected areas. I 'R ir�ronvenience or damage Reid GRAVEL CuRINLIET SED T iMENT FILTER i zo S 0 N y ° & * V) 4. 1? 4.5'R P C) ES-2 1,16 4 ir- Cj 50 K 1 5 CL CLASS I RIPRAP -V Fie r INV OUT-713.8' j UY 43 7 SIR TOP-717.0' C.O. C� \,INV IN-714.30' INV OUT-714.20' L-8 FT P 01-4B C.O. ISO. C.O. ry 7L kc r II SF in > O. I4*A 4y)-'. .4C 'P" I II "I AI "'�' N110FF 00CD - �15 2;� 0, LLJ z C) w LLJ 70 z TOP-716.8' INV OUT-713-57' co L, La cc _j -< DI-38 !t � ES-2 < �z a U INV UT-713.0' L' CL'A S I RIPRAP LU 1r) C L Ck DZ WN<2 ( / LU < LU a.► ES-2 0 Lai INV OUT-713.0' CLASS I RIPRAP LLJ C.O. �S) LL INV N-713.60' C.O. S rB, STD TOP-717,5' INV OUT-713. lei to L-6 FT 4Re'4 DI-38 C.O. ot 4100 Se1�c',�(� SF �, \` CL . . . . . . . . . . . . .• C.O. ro C. 04 010 C. ZL .P U_ > 04 NO. �7N E­4 - TOP- 719,50' INV IN-714.88' 16 INV OUT-714.7 y L-8 FT 0 721.15- "6, Z DI-4B 10 YR. CREST ELEV IT 704.91' E­4 -it 100 YR. CREST ELEV - 705.76' t6' 0 TOP=720.67 I NV OUT-7115. z /I- ES-2 L-6 FT 18- HIGHCLASS I RIPRAP INV OUT-714.20' DI-3B EMERGENCY CHECK.DAM FOR INLET PROTECTION CLASS I RIPRAP SPILLWAY ELEV - 705.3' (SEE DETAIL SHEINV IN - 702I ES-2 ET 7) 01 INV OUT 7 TOP OF M 706.5 L/ ES-2 JOB: 96026SP CLASS I kPRAP DWG. NO.9602602A N 6-M 2'47* w 1114.N' 50' SCALE: N / F N /F S J 0 H N H. SARGENT, ESTATE E DIW I N E S C H E U L E N DATE: 01 -14-97 Z Z 0 N E 0 R A U S E: A G Rl t-trl T U R A L U 9 E. A G R I C U L T U R A L DRAWN BY: TAF P I N # 7 6 A 4 2 PIN 8 7 A 1 SKEET 2A OF N OTE5 •- 7HC PAP4/-(MG AMP LAN175GAP(NG 7ADUL.AMCN5 5 Ho V14k HER-E e* 7H E 7A 0tj L—A-TI c:t.( 5 o N 5 Hee T I of 7 OF 7H E PP E�lI of1S L1� APPFKc,PVED PLAN SET, (� 055-0.)6, APPPovED FEI3P-{.IAR`( Zol (42V-7) -THE AP -EA dF P-EV (�i. (vN P-EFLEGTIv P E3�( -TH( S P LA h•l I4i P P-oN -T PA (Z(L f N G A P-EA , G Pz-A ©(N G A tN P LAMPSGAP(NG . A INY=116.25 INY=11534 FOR-�oNTINUA-T�N oF:GP•-Ap`NG SE6/ � 17G PLC N " A ZA / DATED I--I4—/�7 I I I I 1 \ I I II �q f + 13. 57 LAHPSGAP(NG e7-GHEPUI_E - LAWPSGAPING -TAe5U -ATIoN PAP -KING -TAE5(A-Ai(oN R•EQUIR-ED PPa�lrDel� REQUIPED PPoYIPED FPoNT C,CTER-+oR- z5 Zoo oFP 16E SPAC E : I -,,PAC E PE A • P P P. � E 1� M A P I—� (31 TOTAL.) I N TE IF4 c>Pz- S 5 ZF T. (MINIMUM Z" - Z1/Z" GAt.IPER-AT P�AIz- l.oT- ay,7EWoF- SEEeiHEET ( Zol `7,c!?%5 /ZSo = 32 TIME of f'(-A N_TI NG) — — — — — IPI--f Ef2+oFz 2oFi 7 MAXlMUM I�Io, of ( K4plLo feES ` / / Pi'�P Eo�CW�S ' — ` ToTAL TREE�i �FPoN71oT� 30 �I �O E#+..tP�-oiEES � `�-� GOMNtoN clFLITTLE LEAF // IoTAL PAIzILING SPADES 77 Io5 3'HEIGHT@ TIMI✓oF PLANING �l�Z SHRUP>5 ToTA L - SP/1GE(� 5' APART -CoTAL- H.G. PAFLILING SPAGC-S 6 I TOTAL LoADIN G SPHGE S 2 {- � I / r / N/F ( 1 WRIGHT'S RUN L.P. 1 ZONED M - 1 ------- 1-- USE: VACANT /� \ FIN "' 7 6 A 53 ,\\O / \ � / / / 1101, .0000 --o Z-L .. / i _ I PROPOSED EA51 rxA I t L-'M1 v= - �:261 .............................................................\........... 7Y�\ \ F _ R - 3 0 / � / N. r POP HEDGE C I--, \ Z Ii1 No Ln W00 Z N I C� o O N N LW J pi I 1 `n Z T oR �Ln X L� �� L�L rn cn co L L. °, > � rn , c � o W (!1 b- ��m.P�m, Pt�oP /P-EC� MAPLE (T`(P. ) .r \ \ _ IRS — S 45-0�'4!_E _ _ _ — TRAN�iFoR-Mel- \ / O \ \ / ��N G T E \ ---- E 20' UTILITY, SLOPE t DRAINAGE EASEMEN ---- ---- — — —� ZS' PgIZK(NG L-of �sET��iGI� \ /MOE- f � \ a- / / / / / I II \75.00_ fY L \ FOR GP -APING SEE Gi(TF- PLAN "AL-G" , 9HEE7 Z.A DATE I7 I - 14- 17 Ld Q J N cl J > > Q'O 0 a O O a Lo Q `-' a- 0 �QJLL O L Q O > O L- O J � H > 0 � > 0 Z d � <o<LL- 0 IL � cn CD ly- Ld (n Q Q (/? Z 1- � Ld z (n < ci NN * r I40� tn 00 N a HNo 00 Pg0 DATE: S - 6 - 97 SCALE: 1 " = 30' DESIGNED BY: MDS JOB NO. 587� SHEET Z 13 OF 7 I Drainage Calculations DA Arta ac C CA T mini in/hr i 0 in/hr Q(2) cfs 1 cfs A 0.804 0.9 0.724 5 5.4 6.8 3.907 4.920 B 0.115 0.9 0.10A4 5 5.4 6.8 0.559 0.704 C 0.210 0.9 0.189 5 5.4 6.8 1,021 1.285 D 1.102 0.9 0.992 5 5.4 6.8 5.356 6.744 E 0.374 0.9 0.337 5 5.4 6.8 1.818 2.289 F 0.255 0.9 0.23(0 5 5.4 6.8 1.239 1.561 G 0.146 0.9 0.13'1 5 5.4 6.8 0.710 0.894 H 0.332 0.9 0.2219 5 5.4 6.8 1.814 2.033 i Culvert Summary Culvert Inv In Inv Out Lai Q&I SM TyDe Q(des) cfs 00O)cfs V 10 s 1 714.88 713.80 171 36 0,50 cmp 26.66 6.91 3.77 2 715.15 714.20 138 36 0.69 cmp 31.32 11.48 4.45 3 715.15 714.65 100, 18 0.50 cmp 4.20 2.03 2.38 I PROPOSED EASE- MENT FOR ENTRANO \ ENCROACHMENT. --.-' Storm Inlet Summary, and Sump InleA Depth and Spread Calculations Struc No. From Q110)af5 Inv -In Inv Out Top Eiev Throat (ft) Sx(fVft) 9 �5'preadn1 1 C 1.285 71478 714.68 718.85 D1 10 0.0208 0.24 5.30/_�--•J.� 2 F 1,561 715.50 719.17 - B 10 0.0208 0.25 6.25 �' -----_. 3 G 0,894 715.25 715.15 719.72 DI4B 8 0.0208 0.20 4.25 _ ^i IP INV OUTv713.8' �� / � it � G �• � �� � * N t ''� -� I CLASS I 'RIPRAP Ohl5 t N o 11 0y „� `► CV //J ss"�41tv� is lb I I i z= acv�/ II l \ v CD 'Y NC Rip c .<w alw I ES-2 } s<p' y �lQ'P C' 0 INV OUT' 714.85 ,�, q C`k - w N< z I ( CLASS I RIPRAP J j 106 C F A 'Sim ,I c.o. I/ / INV IN-715.15' s. C.O. S 9 C 8� 3r C C. 0. h� . . ?�r• CyQ q� 110AD W (� 10 YR. CREST ELEV - 704.91' \ / I100 YR. CREST ELEV - 705.76' \\ SIGHT DISTANCE IS NOT KNOWN AT THIS TIME SINCE THE ROAD HAS NOT YET BEEN DESIGNED OR CONSTRUCTED. NOTE: THE OWNER OF THE EASTGATE COMMERCE CENTER IS RESPONSIBLE FOR THE DESIGN/ENGINEERING/CONSTRUCTION OF THE REMAINDER OF EASTGATE DRIVE BEYOND THE LIMIT OF VDOT WORK. NEITHER FREDERICK COUNTY OR VDOT ARE RESPONSIBLE FOR THE CONSTRUCTION OF THIS ROAD. -- - -- _ I r - R 4.5R 5 \ 1 T 'SN�F 0 PV Sf. NFp R(/N Vq P �4 NT .i S c. \ � SIOPZ. ROAD \ 12' x 70' MIN. \ ` WASHRACK REQUI GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft 1 \ � � SoO, t 152.67' TOPSOIL / AREA E. J i / / N ,O a / Z a I /x I / I tl I % / I 1 18' HIGH CLASS I RIPRAP 'IleINV OUT-714.20' IEMERGE.NCY CHECK .DAM FOR INLET PROTECTION ' - ( CLASS I RIPRAP SPILLWAY ..�- .� 1 O / I FT.` ✓ 1 I NOTE: EVERY EFFORT WIX BE MADE FOR THE PRESERVATION OF THE EXISTING WOODL ELEV 14 705.3' � �� 15" CMP - I , I�SEE DETAIL SHEET 7 INV IN 702 0' ES-2 ''� INV OUT - 701.�� t THIS VNLL INCLUDE PHYSICALLY MARKING THE EXTENT OF CLEARUiG BY THE ENGINEER OR AF?4HITECT. TOPOF ERM f ?06.5' - - .. - - --- - ___ - - - - - - - -- -- -- - -- - -- - - -- - - - _ - - -- -- -- -_ . - - - - - - - - -- -- - / 25' BRL / E2 ..� - C ASS 1 PR P �- t i4. l ' J 0 N N H. �SARGENT/ ESTATE I ` / 2044ED: R�X USE: AGR`it-T1TUItAL PIN /76 A 42 N /F D1,WIN E. S C H E U L E N ti ZONED RA USE. A G R I C U L T U R AL P I N / 8 7 A l 200 a� Q <uWtsi JIQ��Q �< zQ, H a z '0 �< �z �u 1] i N IT O N N , cn N 0 Uj j � w � � 2 W Q- � Q Z Q Q Z f1 CD ►- � Q r LLJ - < Z;�5 CL V vD�- > V 1 �- \�w� V O O LJ V W �Q Ln, LU w� Zw r v V M�1 N WO N �1 �N�pp N (O M�1 0 JOB: 96026SP DWG- NO.:9602604 SCALE: 1" = 50' DATE: 11-27-96 DRAWN BY: TAF SHEET 4 OF l 4" SE WER FORCE MA IN SCALE: I " = 50,(H) I " = 5'( V ---- -------r----------- ------------ r----------- 1------------ r----------- 1------------ r----------- I ------------ I ----------- 1----------- I I i I 1 1 1 I 1 I I I 1 I I I 1 1 1 1 I 1 1 1 1 I I I ! ! I ! 1 I I 1 1 1 I 1 I I ( 1 1 1 1 I I I 1 1 1 1 I 1 1 1 1 I I 730 : 1 I I 1 I I 1 1 1 730 1 I ! 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I I 1 ! 1 1 I 1 1 f 1 % I I 1 + 1 1 1 1 1I��+ I I + + I 1 Q I 1 I 1 /� I 1 I , ; '^ t 1 1 1 F\ 1 I I 1 ill 1 1 " I 1 ^` 1 I p -----------------L---------------------\-v------------------------L---------------------------------J---------V--,-L--------- '-i------------ L----------- i------------- L------------ I ------------ L ----------- J---------\-J-)-L-----------J------------L-----------I-----------------------1 -----------i------2 --- ----- �' m * �x > I O N 1. I W 2 W a °ti w r �; h �WF! r !� 5.. W a �� - oil ,� ;� I ,� N, t(1 Z ap 2 4. J `� ++ to 1 1:1, v � � � � J0 o r - C��.�- 9 #U tf + +1 p 2 Kli � + � �► W LLJ 1 1_L-J _ V cl/ LL o Lu} L�- - Lu O v �,D v LL W < c -- l 1 I . � �/ W U . N �•v� Mr�'�I QQ; N LL. WO Z� i N U� Q V) CL O JOB: 96026SP DWG. NO. 9602605 SCALE: AS NOTED DATE: 11-27-96 DRAWN BY: TAF SHEET 5 OF � 3 730 Gi m I m o m m n �Zo X i i i ........... ------------------- 715 � o. S' GLEAP-ANGr✓ ,, 15 hGP O 50 A PPROX. Lot-. OP _ ' I PGL-I dJ 130- IS" F2GPo L GL Z G� S W L Ff�M l % D17GH oUT 1� 0.50% N j Ur J r A LG f�LAN 0 � m ? � PI)� 0� TYPO- A I�E6z, D. j�-t P- P-A P W o Z U) 8 Zz N � 7z + t' O I Z 3 STw6rz PP-C>FILE 56ALe '. I "= So' Hotzz . 1" - 5' Ver-T. 2 m t1 r P pLe-P. GFLA P E -7Zo Z' MIN.GoVEfz- n 3: 1 7IS --- -710 TYPE- A �I P- IzA P J M q > z " 7 _ dp a- SToCz M S E W EFz PR-oFI LE ScAL�. I" = 50HoR-Z. I" = S' VeF-T. Q � Z W fl N� CZ W� :z Lo Q :z W QV_ � Nw 0 �. LL Drawn By Designed B� Cherkf-d 11v y AS eiHawN A5 5HCWN J­�5 #� 587�, V Wjl IF V 02 MARK D. SMITH No. 0//22837 SSloNAL 2,-0" (STANDARD) 7' I r� tW 4 :x PORTABLE t� HOIST 722.5' 722.0' 713.A1' 711.46' 711.46' 710.46' 70cf.25' 30" x 4 ACCE (S1I 4' Diam. VENT w/SCREENED MUSHROOM CAP iV T ih a� PULTRUDED RAIL SYSTEM w/BREAK—AWAY FITTING 1 1" Diam/. BLOCKOUT IFOR INFLUENT - MERCURY FLOAT CONTROLS 7" 4" Diam. BLOCKOUT ran n� ��in nn►iTn�� c� cV N 5,000 PSI ---' REINFORCED CONCRETE PORTABLE HOIST MOUNTING SOCKETS to PLAN VIEW 30" x 30" 4" Diam. VENT ALUMINUM w/SCREENED ACCESS HATCH MUSHROOM CAP N • • / 6„ v� I 6" 4" SWING CHECK VALVE 4" GATE VALVE 0 o 0 0 O 0 7" :' STEEL PIPE SUPPORTS SECTION VIEW 2" PVC VAULT DRAIN LINE ALARM WITH BACKWATER STO PROVIDED FOR INSTAIATON BY CONTRACTOR PUMP 2 PUMP 1 OFF r i) - n a 6" MINIMUMS NO. 57 STONE BY CONTRACTOR 6'-0" 7,-2" SECTION VIEW 1. CLEARFLOW 6' DIA. WET WELL SHIPPED IN SECTIONS WITH HEAVIEST LIFT APPROXIMATELY 18,000 LBS. 2. VALVE VAULT SHIPPED ASSEMBLED 6' LrN I A WET WELL DUPLEX PULPING STATION w/ PULTRUDED RAIL RECOVERY SYSTEM 'P VAULT SHOWN AS MANUFACTURED BY THE CLEAR FLOW CO. 1-800-868-8386 Section NON -(LOG Pate I I I Dated JANUARY I494 Supersedes SEPHIYtlER 1993 Perfarman'Ie Curve RPM: 1750 Oi rr"Soofikdls�n O sc,harge 4 1750 RPM (SOM-11SO 6081 SEWAGE LIFT STATION DESI CAN Average daily flow from site (b hr. day) 2000 gpd flow from site Average da(I�Iovi 4.2 gpm Peak design 10.4 gpm (Peak factor=2.5) Force main diameter 4 inches Force main velocity 4.1 ft/5 Net well diameter 6.0 feet Low water level (pump off elev) 711.04' Force main discharge elevation 71b.0' 5totic head 6.CI6' Pump design parameters 160 gpm at 67' TDH pump must be able to meet 36 gpm at 73' TDH both condltion5 Design Pump rate 160 gpm at 73' TDH Length of force main 1600 feet Fittings and other losses 67.3 feet Force main equivalent length 1667.3 feet Head loss (ft/100 ft) 1.31 Total friction lo55e5 66.04 feet Total dynamic head 73 feet Top of station 722.5 feet Existing grade 722.0 feet Discharge Invert 21,5 Q fit Influent invert 713 01 feet {� Wet well bottom elevation et First pump on 711.46 feet Second pump on 711.46 feet High water alarm 711.G6 feet At average dolly f loN, the time from pump off to pump on 15 50.4 minutes SEWAGE LIFT NATION NOTES Pump choice Hydromatic 4" Non -clog Submersible Mode 1 54P Motor BHP 10 hp RPM 1750 Voltage / phase required 208V / 3 phase Impeller diameter (inches) b.75 inches I. Each pump Shall be furnished Nith a running time meter with measure- ment In hours. 2. There shall be no electrical boxes or Splices inside the Net Nell. 3. Two pumps as Specified shall be mounted in the Net Nell. A third spare pump Shall be provided to the owner. 4. The pump controls shall provide for alternating pump operation. weatherproof light electric meter - socket underground power N concroo ----�- 18" dia. hob — 6"x 6" pressure treated posts weatherproof vibratone horn enclosure mounted on post generator hookup high water (wet well) pump 01 failure rpump #2 failure �• � 3 phase power monitor 1 _e high water (wet well) 120v sensor for local light and horn TELEMETERING ALARM to load side of _ meter I main i I transfer disconnect ( l switch o i ercurrent I I protection I ground per N.E.C. code I to generator receptacle Single fixture 100 watt hps mounted on extenticn arm 2' above and 1' in front of enc!osu re. . . . . . .... . . to Pump ?v station 4' 10, tell ini SEWER PUMP STATION CONTROL ENCLOSURE ADAS telemetering dialer 120v telephone input line circuit breaker panel r I I Loo _J `T- light L 110v receptacle (inside enclosure) I auto -dialer I I — — _ telephone line ENCLOSURE alarm wiring (in separate conduit) control high I 110 v alarm panel /� water alarm I light and horn contacts I (with manual on/off switch) PUMP STATION Notes ridosure construction: to meet NEMA 3R standards 4'-0" (" x 4'-0" (H) x 1'-0" (d) 12 gage galvanized steel double doors with: 1) heavy duty hinges 2) heavy duty 3 point latching mechanism 3) heavy duty hasp (for padlock) drip shield back panel (of 12 guage steel) to provide a minimum of 5i8" clearence ie following items are to be zounted in enclosure: a) double throw transfer switch �) circuit breaker panel ;) 110 v outlet 1) ACAS Dialog autodialer s) phone jack ;ontrols to be in their own enclosures and counted inside panel enclosure. lside 110 v outlet to be on separate circuit Nerhead light to be on separate circud arxl ave on/off switch inside enclosure. alarm light and horn to have manual on/off witch inside control enclosure. ienerator hookup shall be Russellstoll ataiog no. 7334-72 farm light and horn shall be Federal !ectric model 350w (weatherproof ibratone horn with light in weatherproof nctosure). w y ~IL O Q~Q Q v �< SZ ��w►o��w N W > 2 W J v Q J i t- 'd J � LU Lij Q W �CZ Q LU i ? LU LL_ I C) < LLJ LLJ Ir Q LL LU W LL- hri� O W�04 W 0-4� h g 3 N d wo N 04 0 4 �J JOB: 96026SP DWG.: 9602606 SCALE: NO SCALE DATE: 12-23-96 DRAWN BY: TAF SHEET 6 OF 7 ANTI -SEEP COLLAR DETAIL (NT5) 15" GMP 48" WELDED TO ANTI - SEEP GOLLAR5 "---48"-'�i EMER6ENC Y 5PI LLNAY DEVIL_ (NTS) q 15" GMP (ASPHALT COATED) TOP = 1065' 50 FT. LONG, 1.5% SLOPE ELEV - 1053' 24" MI N. ANTI -SEEP COLLAR 48 x48 GMP (TYPICAL OF 2) NOTE: COMPACTION TESTS ON THE EMBANKMENT MUST BE PERFORMED AND RE9ULT5 SUBMITTED TO THE FREDERICK COUNTY PUBLIC WORK5 DEPT. TWO TESTS, APPROX. 12 FT. APART, EVERY 25 FT. OF EMBANKMENT LENGTH ARE REWIRED. CLAY GORE MATERI AL SHALL MEET THE FOLLOWING 501L GLA551FIGATION: 5M, 5G, ML, MH, CL OR GH. HANDICAP SIGN DETAIL NOT TO SGALE RESERVED PARKING 12" x 18" SIGN (TYP.) -----• 12 x 6 SIGN (TYP.) +► VAN ACCESSIBLE STD. U—CHANNEL POST NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES, HANDICAP PARKING DEVIL NOT TO SCALE GENTEIR IN PARKIING AREA 6 "X6" SQUARES FOR LAYOUT ONLY HANDICAPPED SYMBOL 3" STRIPES (WHITE -TYPICAL) �5�� 6" DIP GL52 PExFL 6" TEE T'r'PICAL ROAD GROSS —SECTION NOT TO SCALE 1 1/2" SM-2A - 1 /4" / 1' p V V V V V V V V III III Ili III i - 2 4' TYPICAL PAVEMENT GROSS-SEGT ION GG-6 PARKING LOT NOT TO SGALE 2" SM-2A 17 V V V V V V V V V V V V V V C7 V V V V V V V V C6v VDOT 21 BV V v V —I - III III III III III III I 58' WATER METER VAULT DETAIL NOT TO SGALE 6" GATE VALVE MJ q' MIN. 6" x 3" REDUCER FL x FL 2' MIN. 3" WATER 3" GATE VALVE METER FL x FL W/RI51N6 STEM PREVEN 0 R 6" BYPA55 LINE (SDR-21 PVG) PLAN VIEN - MANHOLE BOOT b" GATE VALVE MJ F 6" x 4" REDUCER -=►3 4" SDR-21 PVC WATER LINE 6 TEE b" GATE VALVE MJ - 36 "x3b" AGGESS HATCH VISUAL REMOTE (MOUNTED 50 THAT — IN/LOCKING HASP IT CAN BE READ WHEN AGGESS DOOR IS OPEN) T\ VAN ACCE551BLE HANDICAP PARKING DETAIL NOT TO SCALE 0 N 5,000 PSI REINFORCED 6" THICK TOP ONGRETE AGGESS LADDER z - > ra > > • BLOCK . SUPPORTS 0 0 O .O.6 "' NO. 5-7 STONE 0 0 0 0 0 q' MIN. SEGTI ON VI EVE CENTER IN PARK I N6 AREA 6"X6" SQUARES FOR LAYOUT ONLY HANDICAPPED SYMBOL 3" STRIPES (WHITE -TYPICAL) TYPICAL CONCRETE GROSS —SECTION LOADING DOCK AREA NOT TO SGALE Tfl� 8" CONCRETE 4 vvvvvvvvvvc4" VDOT 21-Bvvvvvvvvvvvv — II -Ili III III IIT III III III III VARIES TYPICAL GRO55—SECT ION ENTRANCE TO SITE NOT TO 5GALE EASTGATE EDGE OF DRIVE R/W -76' 12' - - 12' 52' 1/4" :I'5TD. GG-6 12" OPEN GRADED AGGREGATE (OGB) e" 21-8 AGGREGATE 6" TYPE BM-2 ASPHALT CONCRETE 2" TYPE IM-ID ASPHALT GONGRETE 165 Ib5/5y TYPE 51-1-20 ASPHALT GONGRETE RADIUS POINT LARGE 600 TRAPEZOIDAL FLUME PACKAGED METERING MANHOLE NOT TO SGALE NOTE: HINGED COVER IS NOT SHOWN THIS VIEW FOR CLARITY 4' DIA. MANHOLE - ANCHOR BRKT 4 PLACES WITH HINGED COVER x x (FOR 1/2" EXPANSION 4HASP FOR PADLOCK ANCHORS T304 5/5) FLOW NEMA 4R ENCLOSURE 0 � I5G0 MODEL 4210 TRANSDUCER IIOV, I PHASE, 20A I ALL WEATHER I RECEPTACLE O co36" MI N. C. FRP LADDER SERVICE CONDUIT I I RECOMMEND CONTRACTOR TO FILL. o MANHOLE WITH CONCRETE OR FROM METER BASE 30° SAND COVERED WITH CONCRETE d. TO THE TOP OF THE FLUME o N 18" DIA. HOLE FILLED ' .WITH CONCRETE 6 x6 PRESSURE 5" DIA. FRP PIPE STUB TO TREATED LUMBER MATCH 8" SDR-21 PVC PIPE a (NEOPRENE BOOTS ARE 1 1/2" CONDUIT FOR NOT SHOWN FOR GLARiTY) SHIELDED BASE FLUME INV OUT = -713.14' 3.p" 3.0" FLUME INV IN = -713.14' A 1/2" FOAM PAD PROVIDED 6'x6'x6" GONG. SLAB W/T304 5/5 ANCHOR BOLTS �INC. TO MATCH FRP MANHOLE TUALATIN, OREGON (CONTACT MANUFACTURER FOR EXACT DIMENSIONS) LOCAL REPRESENTATIVE: 1. MATERIAL IS FRP (FIBER6LA55 REINFORCED POLYESTER). JOHNSTON, ING. 2. NEOPRENE BOOTS ARE SEGURED WITH 5TAINLE55 STEEL BANDS. MR. RYLAND BROWN 3. HINGE, HASP, ANCHOR BRKT $ BOLTS ARE TYPE 304 5/5. FOREST, VIR6INIA 4. FRP MANHOLE MUST BE A MIN. OF -7 FT. UPSTREAM FROM LIFT 5TA. (804) 525--7g2q W Lu ui W -mw< ujL �o ~W oc ce Q`� z ~ u- z§b Qz US Zd o�qLu Q O N w� Q z z �w4 CL P v (Y Lu u_ Q� CL Q Q s dv mdQ tY cz Lu �s) �— =1 Lu Lu I > Z 0 z —tea O v < �j <I J u v �LiJ �Q Lu LLl LL nj N W W W o WO �Cj� N N O uj W 2 E"4� 0 a_ 0 JOB: 96026SP DWG. : 9602607 SCALE: NO SCALE DATE: 12-27-96 DRAWN BY: TAF SHEET 7 OF 7