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Home My WebLink About55-96 ALC, Inc. (Eastgate Comm. Ctr.) - Shawnee - Backfile (2)6ENERAL NO TE5 I. PROJECT NAME: ALG, INCORPORATED 2. MA615TERIAL 015TRIGT: 5HANNEE DISTRICT 3. THIS 51TE DOES NOT LIE WITHIN THE 100-YEAR FLOODPLAIN LIMITS. 4. TH15 51TE 15 TO BE SERVED BY HUNIGIPAL WATER AND SEWER WA F W5: O O0 6PD ANTICIPATED 5E 6E LO 2 ANTICIPATED FIRE FLOH5: 2250 6PM (EST) RESIDUAL: 1112 GPM ® 40 P51 ISSg 6PM ® 30 P51. 5. NO (FUTURE 51TE PLANS WILL BE APPROVED BY FREDERIGK COUNTY IN THE EA5T6ATE 60MMERGE CENTER WITHOUT AN APPROVED MASTER MASTER DEVELOPMENT PLAN, ,ZONING TABULATION. 51TE: LOT 2, WRI6HT'5 RUN L.P. AREA: 20.155g ACRES PRESENT ZONING: M-1 PROPOSED USE: MANUFAGTURIN6 AND OFFICE MANUFAGTURI'N& 84,000 SQUARE FEET OFFICE: 5,000 SQUARE FEET TOTAL LOT AREA: G04,127 SQUARE FEET PAVEMENT AND BUILDING GOVERA6E: 112,113 SQUARE FEET DEVELOPED AREA: 112,113 S.F. / 104,121 S.F. = Igo, GREEN AREA: 731,354 S.F. / g04,121 S.F. = bI% BUILDING HEIGHT: 32' - 4" MAX. REQUIRED PARKIN6: OFFICE SPACE: 15PAGE PER 250 S.F. OFFICE AREA SPACES REQUIRED: 5000 S.F. / 250 = 20 SPACES MAXIMUM NUMBER OF EMPLOYEES = 60 PARKIN6 5PAGE5 REQUIRED = 45 SPACES TOTAL PARKING SPACES REQUIRED = 65 5PAGE5 TOTAL PARKING SPACES PROVIDED = 87 RE6ULAR 5PAGE5 PLUS 5 HANDICAPPED (9' ARE VAN AGGE551BLE) LOADING SPACES REQUIRED = 2 5PAGE5 LOADIN6 5PAGE5 PROVIDED = 4 5PAGE5 REQUIRED PARKIN6 LOT LAN05GAPIN6: FRONT LOT: EXTERIOR - 11 TREES, INTERIOR 3 TREES FRONT LOT TOTAL REQUIRED: 14 TREES TREES PROVIDED = 14 REAR LOT: EXTERIOR - 20 TREES, INTERIOR 1 TREES REAR LOT REQUIRED: 21 TREES, TREES PROVIDED = 21 GON5TRUGTION NOTES I. ALL CONSTRUCTION SHALL CONFORM TO CURRENT FREDERIGK GOUNTY AND VDOT 5TANDARD5 AND S>PEGIFIGATION5. 2. ALL DISTURBED AREAS ON THE SITE, NOT 5HOHN TO RECEIVE OTHER COVER, SHALL HAVE A PERMANENT 6RA55 COVER E5TABL15HED. 3. EXI5TIN6 UTILITIES 5HOWN ON THI5 PLAN INDICATE APPROXIMATE LOCATION ONLY. THE GONTRAGTOR SHALL BE RE5PON51BLE FOR ACCURATELY LOGATIN6 AND PROTECTIN6 ALL EXI5TIN6 UTILITIES (UNDERGROUND AND OVERHEAD), IN( LUDIN6 TH05E NOT 5HOWN, TO INSURE THAT THE PROPOSED GON5TRUGTION 15 COORDINATED PROPERLY AND THAT NO EXI5TIN6 UTILITIIE5 ARE DAMAGED. 4. IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION AND TO NOTIFY THE ENGINEER IMMEDIATELY IF NOT IN GON- FORMANGE WITH THE APPROVED PLAN. 5. IT SHALL BE THE RE5PON51BILITY OF THE CONTRACTOR TO 5EGURE ALL NECE55ARY RELOCATION OF UTILITY POLES, LINES AND APPURTENANGE5. 6. THE' GONTRAGTOR SHALL VERIFY THE POINT OF BUILDING ENTRY OF ALL SERVICE LINES WITH THE ARCHITECTURAL PLANS, PRIOR TO WATER AND 5ENER UTILITY LINE INSTALLATION. 1• EXI5TIN6 WATER, SEWER AND 6A5 LINE LOCATIONS, TAKEN FROM THE 51TE PLAN FOR THE EA5T6ATE I NDU5TRI AL PARK, SHOULD BE VERIFIED BY THE CONTRACTOR A5 TO THEIR EXACT LOCATION PRIOR TO GON5TRUGTION. 8. HATER AND SEWER LINES ARE TO BE CONNECTED IN AGGORDANGE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERIGK COUNTY SANITATION AUTHORITY. G. THE GONTRAGTOR SHALL COORDINATE WITH, AND ARRAN6E FOR IN5PEGTION, BY THE FREDERIGK COUNTY SANITATION AUTHORITY. 10. THE OWNER / DEVELOPER 15 RESPONSIBLE FOR THE INSTALLATION OF THE 3-INGH HATER METER. THE METER SHALL BE A HERSEY DETECTOR METER WITH COMPOUND BYPASS, MODEL MFM I I / MGT II OR APPROVED EQUAL. II. A DOUBLE CHECK VALVE BACKFLOH PREVENTION ASSEMBLY 15 TO BE INSTALLED ON ANY LINE , (FIRE OR DOMESTIC,) THAT GOES INTO A BUI LD I N6. THE ASSEMBLY 15 TO MEET A55E STANDARD NO. 1015 OR 1013. IF THE ASSEMBLY 15 MOUNTED IN5IDE A BUILDING, A REMOTE READOUT 15 REQUIRED. 5URVEY / TOF06 RAFHIC INFORMATION I. HORIZONTAL AND VERTIGAL' GONTROL SURVEYS WERE PERFORMED BY MAR51-1 4 LE66E, PLG, WINGHE5TER, VA. (PH (540) 661-0468) IN NOVEMBER Iggb. 2. THE 5OUR6E OF THE TOP06RAPHIG MAPPI'N6 15 AN AERIAL PHOT06RAPH DATED MAR Ig89. 3. THE BOUNDARY SURVEY HAS PERFORMED BY (5.H. GL I FFORD $ ASSOCIATES, I NG. DATED NOVEMBER 19, Hclb. 4. VERTIGAL DATUM 15 BASED ON BENCHMARK ELEVATIONS USED FOR THE CONSTRUCTION OF VA. ROUTE 642. V/6 I MA-F # �'��. .��3 1 '9 �I?r J I� !} • 'r'' t ` �i/aL - [. �(p it �' )�, i. -.°'• l"' St rf `{ n°'�YSS !. •jF rWY`j�.,; al0 '�! L ! •s, Y� 7; r� } f x -, .r`, ,ti! tA' ".l � J - � � . •a 1. �- j -:N y�.� a !J� _. r9 if. •rt 'na �.� e ,1.y.� 4 k s�; � { � �,.,�r�41 + � a,•.... � ,, � �a10 �.gt'' ti � I�lt�+y � �; 7 0 (EOir �% �'"�:�i r � a him. M• J�'�i a 1�'��., � c �'( �. ' :� \' .� t! , t13 �[ g� r� .,,....j1)ra.a�' Mtl n .f Id �1( e 1 1 t' pl aJt. ly :r7 1 ' � i �,i....: • y''ti* ' � i 1 - �(iipl �"i, ! � + �"t`^i T. Zi 'a,Y" % � '�1�1 +� �� •,r! !1 �', �'��(-,l' �f t h 3 "� '/'' �+r-�.. � ��'' '�,��4� �,tr �.y'� (b, r + %! r�. t� •�;t . r '� .� ,,4 9 rif'' r r �` n t. ';;�' E ,k 1 ♦`'o '•i /n� r l/ , wj 1 �(i ) .�.• , % ;4" y u x' '" j? . ✓ f �5 �1,. 1 °s �+ { 1 !�� J r ' � � t J � y '\7,'�'.¢f� � '''^��y,l� ,`�• .Y}Iy Ip.♦} �A� i� ' °4t' .Sr '( I(``kP+,.i •',�• ` J' �f,9r- 1. sr �� '.ill, ,#� + r a, ` .,� ( .� ,`� vi, •„ �.GEti(7 •;>� f., •�((�. � 'a4�,ax�� r; fir ' � _ .1 r� • F .•� , fc a . � 1 �°� ii ' ,:5 N4 l i{ (,� 1 •'rtT jt'' + i +{> � �r{ rS,llral�lak�Y ` fr :e) t( t 1 t 1� �' j i fl. IN J Il 1 = 2000 LEGEND EXISTING CONTOUR - - 720 PROPOSED CONTOUR 720 PROPOSED SPOT ELEVATION X 720.2 PROPOSED ED6E OF PAVEMENT PROP. E/P PROP. CURB AND GUTTER (G6-(6) PROP. CURB AND REV. 6UTTER (G6-61 ' HANDICAP RAMP (G6-12) PROP. SANITARY SEWER FORGE MAIN - F F PROPOSED 6A5 LINE G O PROP05ED WATER LINE W PROPOSED ELECTRIC E E ---- PROPOSED TELEPHONE T T 15" CMP PROP05ED STORM 5ENER. PROP05ED FIRE HYDRANT PROPOSED WATER METER 15 PARKIN6 INDICATOR HANDICAP PARKING SPACE STORM DRAIN 5TRUGTURE IDENTIFIER IRON ROD FOUND IRF IRON ROD SET IRS FENGELINE INTERMITTENT STREAM • ___ . EXISTING TREE LINE, EXISTING TREE PROP05ED DECIDUOUS TREE PROPOSED 5GREENIN6 TREE LIMITS OF GLEARIN6 AND 6RUBBIN6 CONSTRUCTION ENTRANCE CE INLET PROTECTION IP SILT FENCE SF ROCK GHEGK DAM CD Mocerksnod . Gfivrch ._ _ • , 69 i a1G r I s� 4. 1 � � ��4 �� 14 ll � 1 ��r✓ � � (u alt,l `S .418s 9B V =V 410' 98 ` ` G r 4 1 8�,- /41 C t 1B vc ! f 90' g1C, f - 41E,. 113 I VB 41c � •'. In -i. �.. 41C' 9B^ r\ _ ` t 2000' SOILS DATA I 41G HEIKERT SERIES - CONSISTS OF SHALLOW, WELL - DRAINED SOILS IN THE VALLEY AND ON THE MOUNTAINS. IT HAS A SLIGHT ERO510N HAZARD AND A GREAT DEPTH TO 6ROUNDHATER. EROSION d 5EDIMENT CONTROL NOTES is UNLESS OTHERWI5E INDICATED, ALL VE6ETATED AND 5TRUGTURAL ER05ION AND SEDIMENT CONTROL PRACTIGE5 SHALL BE GON5TRUGTED AND MAINTAINED IN ACCORDANCE WITH THE VIR6INIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. A COPY OF THE APPROVED ER05ION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON-51TE AT ALL TIMES. 3. THROUGHOUT THE COURSE OF HORK, THE CONTRACTOR SHALL BE RE5PON51BLE FOR PROVIDING ANY ADDITIONAL TEMPORARY ER05ION AND SEDIMENT GONTROL MEASURES THAT MAY BE REQUIRED GOMMEN50RATE WITH HIS/HER 5GHEDULIN6 AND 5EQUENGIN6 OF GON5TRUGTION, TO PREVENT EROSION AND SILTATION RELATED DAMAGE TO THE PROPERTY OF OTHERS OR TO THE PROJECT. 4. TEMPORARY 5EEDIN6 AND MULGHIN6 SHALL BE REQUIRED ON TH05E DENUDED AREAS THAT ARE LEFT UNDISTURBED FOR SEVEN DAYS OR MORE. 5. ALL PERIMETER SEDIMENT CONTROL DEVICES SHALL BE ERECTED PRIOR TO ANY LAND DISTURBING AGTIVITIES AND REMAIN IN PLACE UNTIL THE 51TE 15 FULLY STABILIZED. 6. A LAND DISTURBANCE PERMIT SHALL BE OBTAINED FROM THE FREDERIGK GO. PUBLIC WORK5 DEPT. PRIOR TO INITIALIZING ANY 51TE HORK. EROSION CONTROL SCHEDULE I. E5TABL I5H CONSTRUCTION ENTRANCE 2. ESTABLISH PERIMETER CONTROLS AS REQUIRED 3. CLEAR AND GRUB 51TE 4. STRIP, 5TOGKPILE AND STABILIZE TOP501L 5, PERFORM ROUGH 6RADINC7 6. GON5TRUGT DRAINAGE GONTROL5 1. BE61N FAGILITIE5 GON5TRUGTION S. PERFORM FINAL GRAD 1 NG AND 51TE STABILIZATION ONNER ALG INC. LYLE E. CADY, JR. SENIOR VICE PRE51DENT 110-6 INDUSTRIAL DRIVE WI NGHE5TER, VA. 22602 (540) 8bg - 8623 DEVEL01Pf=-R HOHARD 5HOGKEY 4 5ON5, I NG. 1051 MARTIN5BUR(7 PIKE P.O. BOX 2530 HI NGHE5TER, VA. 22604 (540) 661 - 1100 THESE PLANS ARE IN CONFORMANCE WITH FREDERIGK COUNTY STANDARDS AND ORD I NANGE5. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE APPROPRIATE FREDERIGK GOUNTY OFFICIALS PRIOR TO CONSTRUCTION. 4 Tx ®�V o TRACY A. FARRAND 5: No. 24358 _ cl PROFE55IONAL SEAL AND 516NATURE ZONING ADMINl5TRATOR Z?7 -5 /O/VA TURt AND DATE 17 V-1° SHEET INDEX I. COVER SHEET 2. SITE GRADING PLAN 3. UTILITY LAYOUT / LIGHTING PLAN 4. E & 5 CONTROL / 5WM PLAN 5. WATER /SEWER PROFILES 6. SEWAGE LIFT STATION DETAILS 7. M15GELLANEOU5 DETAILS z w uw uj W Z W mW o �JIH< z- zu �Q~z< LU Q LL j) - wO�_u zpz Q LIJ W QQ•• lJl - �t ctS W W N 1 1 I N O v) U) 4 i z m <� � D 2Lij u_ LL '< < LL.1 - {- Z Z LLJ �. L1 } LLJ7' 0 � LL.1 L ►- L L H CD 0 W� W _ oo �U 8 W ® N W N �_ 0 3 'o E N O `i W � < o CL JOB: 96026SP DWG.- 9602601 SCALE: NO SCALE DATE: 11-20-96 DRAWN BY: TAF SKEET OF � n Z a -Do W4/a•_Q 2 = � Lam. Q LA.) z Z .- o _ o l;j —� N PROPOSED EASE- MENT FOR ENTRANCES ENCROACHMENT. —� / DECIDUOUS TREE 2' CALIPER (MIN.) TYPICAL OF 49 FLAGPOLES �3 TYP.) .� CENTER -30 HIGH 2 SIDE POLES 25' HI i F N � � V � O,t� ..� .. 1 »� / ES-2 q �► ' Z INV OUT-713.8' CLASS I RIPRAP 36. CyJP 5 % i14�� Ao IL I I I 3� I N x vS m eCOG°'4q. O j I V ry O CV ^p�. C11 FTq r INV OUT 714.65' I },CLASS I RIPRAi' i D/f. G C) I , C its IN INV IN-715.15' 7,� S i I /J IQ v' 10 YR. CREST ELEV - 704.91' I100 YR, CREST ELEV - 705.76' 1 SIGHT DISTANCE 15 NOT KNOWN AT THIS TIME SINCE ` THE. ROAD HAS NOT YET BEEN \DESIGNED OR CONSTRUCTED. 'Gf NOTE: THE OWNER OF THE EASTGATE COMMERCE CENTER IS RESPONSIBLE FOR THE DES" /ENGINEERING/C(NISTRUCTION 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 / PS D t w R \ 60, p k,4 4 C ' P �E qq" T Z,. I \ ES-2 ��- 18- HIGH CLASS I RIPRAP \.� _ INV OUT-714.20' 1 I (EMERGENCY CHECK,DAM FOR INLET PROTECTION `''�-� _ . CLASS I RIPRAP 1 SPILLWAY IELEV - 705.3` L - 14 FT. 15" CNP - I NOTE: EVERY EFFORT WILT BE MADE FOR THE PRESERVATION OF THE EXISTING WOODLAN 1 (SEE DETAIL SHEET 7) INV IN - 702 ES-2 THIS WILL INCLUDE PHYSICALLY MARKING THE EXTENT OF CLEAR BY THE INV OUT 701.ING m �!T � - + % / � ENGINEER OR ARCHITECT. I �, — ;JP2 TOP OF 4ERM 706.5' 25 ' BRlES S I PRAP i I N 67'12'47- W N/F J 0 H N H. \SARGENT/ ESTATE Z 0 'N E D: R,+( USE: AGR'1-C-VITURAL P I N If 7 6 A 4 2 ZL_ a r 3 I r, r` I I; i I t I ' r r r� i i r t i 1 1 I N /F EDIIWIN E. SCHEULEN Z 0 N E 0 R A USiE: AGRICULTURAL P I N # 8 7 A l GRAPHIC SCALE 0 25 50 100 ( IN F KET ) 1 inch = 50 M 200 r'D z tY w ts) Lij z Lu �CE i._x Lij Q cY Lu d�� 4 ►- < - -'� LL LI nn�uw z _ z CL. _u z� OZ Zt�+�(Y W Q Ca -- N O CN CV r- a- i N O Q z OLu _W LLJ O � v Q C) LLj LIJ v � v � Q d d Z tJ 1X- v W LJ~ 1.1.. j C4 N o /� r v 1 W W cNo 0�4Cn 3 N �Cn W �W = I N l �`TV V c0 � l.% 1 F•..1 x� w z 0 CL ro JOB: 96026SP DWG. NO.:9602602 SCALE: 1" = 50' DATE: 11-27-96 DRAWN BY: TAF SHEET 20F7 C NOTE: THIS FIRM IS ONLY RESPONSIBLE FOR THE DESIGN OF THE UTILITIES ON THE PROPERTY ITSELF. THE REMAINDER OF THE UTIUTIES DESIGN IS THE RESPONSIBILITY OF THE WRIGHT'S RUN L.P. OWNER'S ENGINEER. 8" SDR-21 PVC WATER MAIN (BY OTHERS) TO BE OWNED BY THE FCSA. BEGIN WATER k SEWER THIS CONTRACT FLAGPOLES (3 TYP.) CENTER -30' HIGH 2 SIDE POLES 25' H 150W METAL HALIDE UGHTS TYB XL OF 3 r` / P / V g 6R ARE / / 1 I � ALTERNATE N G05T: .� 30' POLE L IGHT5 TrPIGAL OF b 400W METAL HALIDE t I Jd 1 � DfT� 44 tip t t W _ 6' qTp qS f 7yp OS < 0- t r. I c 24 R I 0 I t I i w O N I �t J� I I 1N I 1 1 � 1 I t �1 4"SDR-21 PVC FORCE MAIN (BY OTHERS) TO BE OWNED BY FRED. CO. SAN. AUTHORITY (FCSA) TO THE PROPERTY UNE 1-4- TEE (BY OTHERS) 2- 4" GATE VALVE (BY OTHERS) 1-8" TEE 1-8" GATE VALVE 1-FIRE HYDRANT (BY 36+ r'JCgZ BARD � B VcHto GRAPHIC SCALE 50 0 25 50 100 °"fc, R� f. � N �/LC �\ N t ►' A C qA"T \�CJn Slop \� EAS .`\ ��f"r � r2 o 0. \ ,so - 15 2_6 7 1 2 WZ pyfry �J\� �ctiT Df 25' BRI � RF -- -- -- -- -- -- N 6712'47" W -- 1114.98' N / F J 0 H N H S AR G E N T E S T A T E ZONED: RA USE: AGRICULTURAL PIN p76 A 42 N/F M I N E, S C H E U L E N ' Z O N E D R A E: AGRICULTURAL PIN #187 A 1 ( IN FEET ) 1 Inch = 50 ft. 4-f E 200 z w =z1.L, Q - Cc) Z hQ4-` _may►-LLv C2 Z ° LAC) ~d LL d •" s ° Q p z r— �3 -Cy- Q°.z Luuj z < Q � i CS` t� � CV � z OL w w ks) U) Q LL w (L LL CL in 1-- 1---- � LL Q u Q L- Luz Z ��// CZ CL O�W �z� C) �o -- 1_L1 LLJ ��- ,a'1 I t � V U-1 LL Cam4 d wO_ 7/1 I wN CN WO C U� CL N w Z04 N w 0 JOB: 96026SP DWG. NO.:9602603 SCALE: 1" = 50' DATE: 11-27-96 DRAWN BY: TAF SHEET 5 0F � 0 Drainage Calculations DA Area a _Q CA T min i 2 in/hr i 10 in/hr Q 2 cfs Q 10 cfs 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 6.744 E 0.374 0.9 0.337 5 5A 6.8 1.818 2.289 F 0.255 0.9 0.230 5 5.4 6.8 1.239 1.561 % i G 0,146 0.9 0,131 5 5.4 6.8 0.710 0.894 i H 0.332 0.9 0.229 5 5.4 6.8 1.614 2.033 i PROPOSED EASE- MENT FOR ENTRANCE Culvert Summary ENCROACHMENT. -- / Culvert Inv In Inv Out LM Din aj°Cj Type Q des cfs Q 1( 0)cf5 V(10)fps 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 �.00, 3 715.15 714.65 100 18 0.50 cmp 4.20 2.03 2.38 Storm Inlet Summary, and Sump Inlet Depth and Spread Calculations Stru No. From 1 cfs Inv In Inv Out T p Q( OI I v TyQ�g Throat ft S ft/ft d S read ft \� 66A�' �• h� , 1 C 1.285 714.78 714.68 718.85 DI- 10 0.0208 0.24 5.30 2 F 1.561 715.50 719,17 - B 10 0.0208 0.25 6.25k 3 G 0.894 715.25 715.15 719.72 rDl•48 8 0.0208 0.20 4.25 ` �• F V17, P / r o'l INV OUT=713.8• .� CLASS I RIPRAP ti CO / � , / C0 4 I I I I � 1 \ h , i j j 4 A, 15. Z _• rr � \ Z U 6, ti r= Q ci - I / v CD C FT Z , < o ca INV OUT- 714.65' Uj H a z a ! CLASS I RIPRAP ZE C, N \ 100 18` C a C..F }1p INV IN=715.15, ems• \, I j ?16 I / 1 GRAPHIC SCALE 25 5o too ( IN FEET ) I inch = 50 ft. 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 E:ASTGATE DRIVE BEYOND THE LIMIT OF VDOT WORK. NEITHER FREDERICK COUNTY OR VDOT ARE RESPONSIBLE FOR THE CONSTRUCTION OF THIS ROAD. �9, a �S H N Z or S F P N£4 RV N 4.5 R SF \ 5'R 5R ?0 C,o. \• 54j. .� �I✓n(/ry C.O. y� C.O. �•.. '� ` ,`'yFIyT s 148 12 �.� ... \ \ � 1 'V pvC a 1 ST \ AR), `ems RI -� c\ay R q° Ir�NT M `.� 12' x 70' MIN. S ASS RyF/� '�cq� C S' , � WASHRACK REQUIR D Fq 2 �R/iy ST Aye a 'Qa) :0 rp at000 -4• C �fq 2� 7',slb` l, TOPSOIL I/ STOCKPILE AREA 00 04 '_CRO �' FR fi pq/ gRE'q F,tlp� � 10e?�4• , � /� l NF gRFgT 4bfqk SOO 0. C. o WC ON c 4 / 2h p k Tc \ � a 0� \ xZ.O� FS ?1, 6f• i , �/ / 3 i .2190.0. QV Icw 10 YR. CREST ELEV 704.91' I / 1 100 YR. CREST ELEV = 705.76' / j / �I ES-2� I f 18" HIGF{ CLASS (RIPRAP IleINV OUT-714.20' EMERGENCY CHECK.DAM FOR INLET PROTECTION ` C CLASS I RIPRAP I / 'SPILLWAY + ..+-� \ __ __- �----�_ 1 CD ELEV - 705.3' ./ _ - ______ L - 14 FT. � t5' CMP _ _ _ -�,. "� I / NOTE: EVERY EFFORT WILL BE MADE FOR THE PRESERVATION OF THE EXISTING WOODLAN J I (SEE DETAIL SHEET 7) �' INV IN - 702;0' ES-2 �. I1 THIS WMLL INCLUDE PHYSICALLY MARKING THE EXTENT OF CLEARING BY THE I / INV OUT s 701, '� / t 1 ENGINEER OR ARCHITECT. TOP OF RM r706.5'- ;' r Es-2 � CLASS i PRAP _ N 67*12'47" w T==----,'�--- 1114.9 '-`�_. -----.-•_._,. N /F J 0 H N H. "SARGENT/ESTATE 1 Z 0 `tl E D: R,( USE: AGR`IC-t/1TURAL P I N 17 6 A 4 2 j N F D'',WVIN E. S C H E U L E N ZONED RA USE: AGRICULTURAL P I N / 8 7 A I K& z �zLU d OwC OW psi ` wZLU �Q}- Q zx LL p-�2� -Z LL 0) to �o '9Z'D Z C Lij Q C1 w 1 V cv Q � M 0 Z wLU > o U, vi Z Q w CL w Uj 0- Q Z Q Z Q < LLJ L1-- �J w> LU� O O Lu Q ~ LU LU LL LL1 0-4 ^)N• ji•� d w� W � � pp 4 Cp, WO W N CD o Z W U 1 N Q� �� CCZ N i n �7 W n- O JOB: 96026SP DWG. NO.:9602604 SCALE. 1" = 50' DATE: 11-27-96 DRAWN BY: TAF SHEET 4 OF 7 4" SE WER FOR CE MA IN SCALE: I " = 50'(H) I " = 5'( V I 1 I I ---------- I I I 1 1 I I 1 1 1 I 1 I 1 I 1 I 1 1 1 1 I 1 1 1 t I 1 I I I 1 1 ' 7 1 i 30 1 1 1 1 I I 1 1 1 1 730 1 1 1 1 1 I I 1 1 1 I 1 1 1 I 1 ' I 1 725 1 1 I 1 i 1 1 1 I 1 I 1 I 1 1 1 1 1 _ X,.�-,-, „j �. 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NO. 9602605 SCALE: AS NOTED DATE: 11-27-96 DRAWN BY: TAF SHEET _ 5 0F 7 U 4 n 2'-0" (STANDARD) 30" x ACCE (S11 4" Diam. VENT w/SCREENED MUSHROOM CAP 4" Diam. BLOCKOUT r^n nJ IL An nit►ITnnl e` SECTION VIEW 1. CLEARFLOW 6' DIA. WET WELL SHIPPED IN SECTIONS WITH HEAVIEST LIFT APPROXIMATELY 18,000 LBS. 2. VALVE VAULT SHIPPED ASSEMBLED 6' DIAo WET WELL DUPLEX PUMPG'NG STAT6ON PULT'N"'UDED RAIL RECC-_)VERY SYSTEM cV N 5,000 PSI - REINFORCED CONCRETE PnOTAQt C- wnIST <ETS aVC VAULT DRAIN LINE I BACKWATER STOP VIDED FOR INSTALLATON CONTRACTOR 135 40 35 -/p 00. A )05 40% 30 l� -I- i 90 _. 25f� 75 20 > 60 F- - 'I 45 i .. -.'. 30 ' 15 L..1.:. U1 GPM 0 100 �00 300 �' 30 60 1750 RPM 715.17' i' 12" 6'- 0" 12" co 12" O cD 6n - THE — -- -- - LOW 6" _j PLAN VIEW 30" x 30" 4" Diam. VENT ALUMINUM w/SCREENED ACCESS HATCH MUSHROOM CAP (V ° 4" SWING CHECK ° VALVE 4" GATE VALVE o ° Q, ° R -- STEEL PIPE SUPPORTS SECTION VIEW VAULT SHOWN AS MANUFACTURED BY THE CLEAR FLOW CO. 1-800-868-8386 Section NOWCIOG Page 113 Dated 1ANUARY 1994 Supersed-s SIPTIMBIR 1993 performance f Curve iZPM.- 1750 Discharge: 4" Solids: 3" 4-1 4 41""" - _.�. _. __r_t �+-+ -. 6096 __ + _. sox ---t- . . -- _.. I..L I 7.5 BiP -_ __ -S 1 3 f BHP BNP _ BHP' 7. r. l. 1 I.- 400 500 600 700 800 90 120 ISO 180 (SOM-1750 T 60 Hi SEV4AC2E LIFT STATION DES I CAN Average daily flow from site (8 hr. day) 2000 gpd Average doll flow from site 4.2 gpm Peak design IOW 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) -111.04' Force main dl5chorge elevation 718.0' Static head 6A6' 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 Fittin95 and other losses 67.3 feet Force main equivalent length 1667.3 feet Head loss (Ft/100 ft) 1.31 Total friction losses 6b.04 feet Total dynamic head 73 feet Top of station 722.5 feet Existing grade -122.0 feet Discharge invert fe t Inf luent invert 713 01 feet Wet well bottom elevation eet First pump on -711.46 feet Second pump on -111.46 feet High water alarm 711.16 feet At average daily flow, the time from pump off to pump on is 50.4 minutes SEWAC-7E LIFT STATION NOTES Pump choice Hydromotic 4" Non -clog Submersible Model 54P Motor BHP 10 hp 14 RPM 1750 Voltage / phase required 208V / 3 phase Impeller diameter (inches) 8.75 inches I. Each pump shall be furnished with a running time meter with measure- ment in hours. .I 2. There shall be no electrical boxes or splices inside the wet well. 3. Two pumps as 5pecifled shall be mounted In the wet well. A third 6" 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 past electric meter - socket generator hookup underground power \ high water (wet well) pump #1 failure • � pump #2 failure 3 phase power monitor dry contacts high water (wet well) 120v sensor for local light and horn TELEMETERiNG ALARM to bad side of meter r I (-" II main I disconnect I I transfer J/ I switch o i ercurrent I I protection I L —i ground per N. E.C. code ELECTRICAL PA I to generator receptacle ADAS telemetering dialer 120v telephone input line circuit breaker panel F I I L J light 110v receptacle (inside enclosure) 1 auto -dialer I _ I — — —� telephone line :NCLOSURE alarm wiring (in separate conduit) OVERALL WIRING Single fixture 100 watt hps mounted on extenticn arm 2' above and 1' in front of enc!osu re. to pump concrete station 18" dia. We 6"x 6" pressure treated posts 10, tele intt SEWER PUMP STATION CONTROL ENCLOSURE ---------7---� 1 control high I 110 v alarm panel /� water I light ight and horn L-o contacts I (with manual ,^ — — — - — — _, — — —, on/off switch) PUMP STATION NCteS nc!osure construction: to meet NEMA 3R standards 4'•0" (\N) 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) 1 drip shield back panel (of 12 guage steel) to provide a minimum of 5/8" clearence le following stems are to be counted in enclosure: a) double throw transfer switch �) circuit breaker panel ;) 110 v outlet :) ADAS Dialog autodialer a) phone jack ',ontrols to be in their own enclosures and icunted inside panel enclosure. iside 110 v outlet to be on separate circuit 3verhead light to be on separate circuit an4 ave on/off switch inside enclosure. klarm light and hom to have manual on/off witch inside control enclosure. 'enerator hookup shall be Russelistoll atalog no. 7334-72 klarm light and horn shall be Federal :lectnc model 350w (weatherproof ibratone hom with light in weatherproof nc!osure). p[ Uj z 11j CD wW'W o <d tL �d_w� Q LU °z LU Zw � \j U_ Z t) w ULj r* w 4 ' Q N i > W Z O � iL 2 IY W Q 2 o Z Q i Cl) C �+ lS� LEI Q LLJ �'D CZ o v> LU Y_ LU <W CZ 11J � �yi N jy� v W o WN E__4 L8 WOE 4z N o i _,!!�_ r 0 3 c0 F� N CL O JOB: 96026SP DWG.: 9602606 SCALE: NO SCALE DATE: 12-23-96 DRAWN BY: TAF SHEET 6 OF 7 4 ANTI -SEEP GOLLAR DETAIL (NTS) 15" GMP WELDED TO ANTI- 5EEP GOLLARS EMER6ENGY SPILLWAY DETAIL (NTS) 15" GMP (ASPHALT 60ATEI 50 FT. LONG, 1.5% SLOPE ANT (TYPIGAL OF 2) NOTE: COMPACTION TE5T5 ON THE EMBANKMENT MU5T BE PERFORMED AND RE50LT5 SUBMITTED TO THE FREDERICK COUNTY PUBLIC WORK5 DEPT. TWO TE5T5, APPROX. 12 FT. APART, EVERY 25 FT. OF EMBANKMENT LENGTH ARE REQUIRED. CLAY GORE MATERIAL SHALL MEET THE FOLLOWIN6 501L CLA551FIGATION: 5M, 5C, ML, MH, CL OR CH. HANDICAP SIGN DETAIL NOT TO SCALE RESERVED PARKING 12" x 18" SIGN (TYP.) — - 12" x 6" SIGN (TYP.) VAN y ACCESSIBLE STD. U -CHANNEL POST - NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. HANDIGAP PARKING DETAIL NOT TO SCALE -5`4 CENTER IN PARKING AREA 6"X6" 5OUARES FOR LAYOUT ONLY HANDICAPPED 5YMB0L 3" STRIPES (WHITE-TYPIGAL) 6" DIP GL52 RExFL 6" TEE T"rP I GAL ROAD CROSS--SEGTI ON NOT TO SCALE 1 1/2" SM-2A -•-- 1 /4" / 1' ��Iil III III III III III III 24' TYPIGAL PAVEMENT GRO55-SECTION GG-6 PARK I NG LOT NOT TO SCALE 2" SM-2A V V V V V V V V �' V V V V V V V V V ,, ,, ,, V V V V V V V 6" VDOT 21 -B V V V V V V �! �i ,, ,, la�V 5b' WATER METER VAULT DETAIL NOT TO SCALE 6" GATE VALVE MJ 2' MIN. q' MIN. b" x 3" REDUCER FLxFL O > > _-- 3" WATER 3" GATE VALVE METER FL x FL W/R BAGKFLOW 151 NG STEM PREVENTER 6" BYPASS LINE (SDR-21 PVG) PLAN VIEW VISUAL REMOTE (MOUNTED SO THAT IT CAN BE READ WHEN ACCESS DOOR 15 OPEN) VAN ACCE551 BLE HANDICAP PARKING DETAIL NOT TO SCALE C) GG�6 ----- MANHOLE BOOT 6" GATE VALVE MJ 6" x 4" REDUCER "I - 4" 5DR-21 PVC WATER LINE 6" TEE II 6 OATE VALVE MJ 36"x5b" AGGE55 HATCH W/LOCKING HASP 5,000 PSI REINFORCED 6" THICK TOP ONCRETE ACCESS LADDER z ' _z BLOCK — - SUPPORTS `p Q Q Q Q Q 6" NO. 5� STONE Q Q O Q O q' MIN. SEGTION VIEN CENTER IN PARK i NCB AREA 6"X6" 5GQUARE5 FOR LAYOUT ONLY HANDICAPPED SYMBOL 3" STRIPES (WHITE-TYPIGAL) TYPIGAL GONGRETE CROSS-SEGTION LOADING DOGK AREA NOT TO SCALE ° 8" CONCRETE ° a a Tr-o-v v v-v-v- vvvvvvvvvvc4" VD - vvvvvvvvvvvva -III III III III III III III ---III VARIES TYPIGAL CROSS-5EGT ION ENTRANCE TO SITE NOT TO SCALE EAST6ATE EDGE OF DRIVE R/h ALL WE RECEF SERVICE CONDUIT FROM METER BASE 18" DIA. HOLE F WI TH GONC 6"x6" P TREATEI 1 1 /2 " G SHIE FLUM b' 21-B AGGREGATE 6" TYPE BM-2 ASPHALT CONCRETE 2" TYPE IM-ID ASPHALT CONCRETE 165 Ib5/5y TYPE SM-2D ASPHALT CONCRETE RADIUS POINT LARGE 600 TRAPEZOIDAL FLUME PACKAGED METERING MANHOLE NOT TO 5GALE NOTE: HINGED GOVER 15 NOT SHOWN THIS VIEW FOR CLARITY 4' DIA. MANHOLE WITH HINGED COVER ft HASP FOR PAOLO( FLOW ' ' ',GHOR BRKT 4 PLACES )R 1/2" EXPANSION C HOR5 T304 5/5) "'C"A ^ -4"Z ENCLOSURE �17 )ER 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 GLARITI') .O" FLUME INV IN = `713.14' I/L r-vHi"rr-1� rrcvv ivC=� 6'x6'x6" GONG. SLAB W/T304 5/5 ANGHOR BOLTS TO MATCH FRP MANHOLE (CONTACT MANUFACTURER FOR EXACT DIMENSIONS) I. MATERIAL IS FRP (FIBERGLASS 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 TUALATIN, OREGON LOCAL REPRESENTATIVE: JOHNSTON, INC. MR. RYLAND BROWN FOREST, V I RO I N I A (b04) 525--lg2q w7 boo o, w -' d z � Q z z �w� �Luu- oc w � C-) Q- Q wZ w Q = Q v �Q Q w cz LLJ LL1 W Z W �J v- J W v < Q Imo— Lij W LL � N W U� wN WO �� ZG U N d� o� (D E39 N � x� W 0 JOB: 96026SP DWG. : 9602607 SCALE: NO SCALE DATE: 12-27-96 DRAWN BY: TAF SHEET 7 OF l 6ENERAL NO TE5 I. PROJECT NAME: ALG, INCORPORATED 2. MA615TERIAL P15TRIGT: 5HAWNEE DISTRICT -Y R F PAIN IT NOT I WITH N THE to A FLOODPLAIN 3 TH S S E DOES O LIE H O E L LIMIT S. S. 4. THI5 51TE 15 TO BE SERVED BY MUNICIPAL WATER AND SEWER ANTICIPATED SEWAGE FLOH5: 2000 6PD ANTICIPATED FIRE FLOWS: 2250 GPM (E5I .) RESIDUAL: 1-112 6PM ® 40 P51 Ibbq 6PM @ 30 P51 5. NO FUTURE 51TE PLANS WILL BE APPROVED BY FREDERIGK GOUNTY IN THE EA5T6ATE GOMMERGE CENTER WITHOUT AN APPROVED MASTER MASTER DEVELOPMENT PLAN. ZONIN6 TABULA T ION 51TE: LOT 2, HRI6HT'5 RUN L.P. AREA: 20.155q ACRES PRESENT ZONING: M-1 PROPOSED USE: MANUFAGTURIN6 AND OFF16E MANUFAGTURIN6: b4,000 SQUARE FEET OFFICE: 5,000 SQUARE FEET TOTAL LOT AREA: 6104,121 SQUARE FEET PAVEMENT AND BUILDING GOVERA6E: 112,113 SQUARE FEET DEVELOPED AREA: 112,113 S.F. / c104,121 S.F. = Icl% GREEN AREA: 151,354 S.F. / g04,121 S.F. = bl% BUILDING HE16HT: 52' - 4" MAX. REQUIRED PARKING: OFFICE SPACE: 15PAGE PER 250 S.F. OFFICE AREA SPACES REQUIRED: 5000 S.F. / 250 = 20 5PAGE5 MAXIMUM NUMBER OF EMPLOYEES = (b0 PARKING SPACES REQUIRED = 45 SPACES TOTAL PARKING 5PAGE5 REQUIRED = 65 SPACES TOTAL PARKING 5PAGE5 PROVIDED - 81 REGULAR SPACES PLUS 5 HANDIGAPPED (4,ARE VAN AGCE55IBLE) LOADING 5PAGE5 REQUIRED = 2 SPACES LOADIN6 SPACES PROVIDED = 4 5PAGE5 REQUIRED PARKING LOT LANOSGAPIN6: FRONT LOT: EXTERIOR - II TREES; INTERIOR 3 TREES FRONT LOT TOTAL REQUIRED: 14 TREES TREES PROVIDED = 14 REAR LOT: EXTERIOR - 20 TREES, INTERIOR 1 TREES REAR LOT REQUIRED: 21 TREES, TREES PROVIDED = 21 GON5TRUGTION NOT5 1. ALL CONSTRUCTION SHALL CONFORM TO GURRENT FREDERIGK COUNTY AND `V'DOT STANDARDS AND SPECIFICATIONS. 2. ALL P15TURBED AREAS ON THE SITE, NOT SHOWN TO RECEIVE OTHER GOVER, SHALL HAVE A PERMANENT 6RA55 COVER ESTABLISHED. 3. EXISTING UTILITIES 5HOHN ON THI5 PLAN INDIGATE APPROXIMATE LOCATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AGGURATELY LOGATIN6 AND PROTECTING ALL EXI5TIN6 UTILITIES (UNDERGROUND AND OVERHEAD), INGLUDIN6 THOSE NOT SHOWN, TO INSURE THAT THE PROPOSED CONSTRUCTION IS COORDINATED PROPERLY AND THAT NO EXI5TIN6 UTILITIES ARE DAMAGED. 4. IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO VERIFY FIELD CONDITIONS PRIOR TO GONSTRUGTION AND TO NOTIFY THE ENGINEER IMMEDIATELY IF NOT IN GON- FORMANGE WITH THE APPROVED PLAN. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 5EGURE ALL NEGE55ARY RELOCATION OF UTILITY POLES, LINES AND APPURTENANGE5• 6. THE CONTRACTOR SHALL VERIFY THE POINT OF BUILDIN6 ENTRY OF ALL SERVICE LINES WITH THE ARGHITEGTURAL PLANS, PRIOR TO WATER AND 5EHER UTILITY LINE INSTALLATION. 1. EXI5TIN6 WATER, 5EHER AND 6A5 LINE LOCATIONS, TAKEN FROM THE SITE PLAN FOR THE EA5T6ATE INDUSTRIAL PARK, SHOULD BE VERIFIED BY THE GONTRAGTOR AS TO THEIR EXAGT LOCATION PRIOR TO GON5TRUGTION. b. WATER AND 5EHER LINES ARE TO BE CONNECTED IN AGGORDANGE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERIGK COUNTY SANITATION AUTHORITY. q. THE GONTRAGTOR SHALL GOORDINATE HITH, AND ARRANGE FOR INSPEGTION, 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 BYPASS, MODEL MFM I I - / MGT I I OR APPROVED EQUAL. II. A DOUBLE CHECK VALVE BAGKFLDH PREVENTION A55EMBLY 15 TO BE INSTALLED ON ANY LINE (FIRE OR DOME5TIG) THAT GOES INTO A BUILDING. THE A55EMBLY 15 TO MEET A55E STANDARD NO. 1015 OR 1013. IF THE ASSEMBLY 15 MOUNTED IN51DE A BUILDING, A REMOTE READOUT 15 REQUIRED. 5URVEY / TOFO6 RAFHI G INFORMATION I. HORIZONTAL AND VERTICAL CONTROL SURVEYS WERE PERFORMED BY MARSH $ LE66E, PLC, HINGHE5TER, VA. (PH (540) 661-046b) IN NOVEMBER Igg6. 2. THE 5OURGE OF THE TOP06RAPHIG MAPPING 15 AN AERIAL PHOT06RAPH DATED MAR Igbq.. 3. THE BOUNDARY SURVEY WAS PERFORMED BY 6.H. CLIFFORD & ASSOCIATES, ING. DATED NOVEMBER iq, iggb. 4, VERTICAL DATUM 15 BASED ON BENGHMARK ELEVATIONS USED FOR THE CONSTRUCTION OF VA. ROUTE 642. VICINIT'r NAB'. � ra ,,,. 3 r , �i t h., vy t` ..�• �� . .r r f + �J V "}F .. 4,, •vu„ •'' ,y�fl IF' �4�„ tiFt S5 � � �', � �✓� } ^27 ,.�� '{ $�„+•.y;�,,, >, "rr 4 .,,r, �1� � .> �..w °u��, °.4t.� � ��n.' 'r ` ,," � LUU+✓✓,,'rrr% �k Y ? , 1 t :r ) t v �n � , .(.1,., ,`,��l+1 af„ tlf.�{✓'"S�iP � It+.-t , ',tD �ti.. q ��.ti. . 1 +("\`� rt b` rti... �•�' S' ,''h. �.k,�•41 i ��+ . +) ' 1 . P ��.-(�i �^az.....,,, (1 .i1tQ ..�rp:{:):! 7. o-r • ,t. a .)�j t>� ( � ' � JFf iQf I, k��q� '`^• �'��p,'•.'S� \�`t f � �Y .i� 1 Y_ � `- T?t '"�A;�f 14 l � �tr 'd F �T•y ,�� f*'' F•, . j, �V) , _ r r /ter .� k I r lvJ,� 1t1,+�1Ij '� T $I'.. tf,l••/ 1- i.l.^,a�1 /?�0 I r.1 .� �? n/^--\,� �' IM�L�` ,o,� ,t, Ilt' o JIT i \o.;/; . ��,{(j(`'.-y w1 �t fi�� f M �J,' 3�� 2� 4; k fl,l((% \,``$ l • '� � i�. ley tt 1. •�'nW ,..J- f Y.. t if . `24 }I _ t ',p f,f F ♦ vyt �" • ��yy��rA' 7•,�,,. 1 r�; „ �,. 11�, -tuff 'qc" •+, . �. .,V+ e 1 tS pj , J{-y��,r\ 1�'n• ! ti i,q • a 'D 6r `' 4 l + 1`t } � � .' ri� !��'t• .a(f � , j , '4ri.r•�`�. ~� moo- .k hal@ft�ti?`� C 1. `a ',III i i 1, H�. � "e1\i° � t %t : � • � • ct'�vl""�a, l + ` ° \ ...s, ` .�t':p�� `•`5 1; f„ 2000' � LEGEND EXISTING CONTOUR - - _ 720 PROP05ED CONTOUR 720 PROPOSED SPOT ELEVATION X 720.2 PROPOSED E06E OF PAVEMENT PROP, E/P PROP. CURB AND GUTTER (G6-6) PROP. CURB AND REV. GUTTER (G6-6R) HANDICAP RAMP ((,6-12) PROP. SANITARY 5EHER FORGE MAIN F F PROPOSED &AS LINE G G PROPOSED WATER LINE W W PROPOSED ELECTRIC E E PROPOSED TELEPHONE T T 15" CMP PROPOSED STORM SEWER PROPOSED FIRE HYDRANT PROPOSED WATER METER 15 PARKIN& INDIGATOR HANDICAP PARKIN6 SPACE Q STORM DRAIN STRUGTURE IDENTIFIER IRON ROD FOUND IRF IRON ROD SET IRS FENGELINE INTERMITTENT STREAM EXISTINGG TREE LINE EX15TIN6 TREE PROPOSED DECIDUOUS TREE z^A' PROPOSED SGREENIN& TREE LIMITS OF GLEARIN6 AND GRUBBING GON5TRUGTION ENTRANCE CE INLET PROTECTION IP SILT FENCE Sr ROCK CHECK DAM CD 5015 MAP d.1 C. Gf7l�rgh} a ! �r 1C ..F,, 913 W• 4 1 D 4113 +'a go , 913 �, r 918 f41C , 4ID 1 -^ 41C" tea:.✓' 7'- j 913 4IC. 41`' 1@ i1D :4.1C , 1,1:1 1f nlcf ^ l \ 4 E 41C 96 111-20001 SOS DATA IL 41C WEIKERT SERIES - CONSISTS OF SHALLOW, WELL - DRAINED 5011-5 IN THE VALLEY AND ON THE MOUNTAINS. IT HAS A SL16HT EROSION HAZARD AND A 6REAT DEPTH TO 6ROUNDWATER. ER05ION & SEDIMENT CONTROL NOTES I. UNLESS OTHERWISE INDICATED, ALL VE6ETATED AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE GON5TRUGTED AND MAINTAINED IN AGGORDANGE WITH THE VIRC21NIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. A GOP"( OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON-51TE AT ALL -TIMES. 3. THROUCGHOUT THE COURSE OF WORK, THE GONTRAGTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY ADDITIONAL TEMPORARY EROSION AND SEDIMENT GONTROL MEASURES THAT MAY BE REQUIRED GOMMEN5URATE WITH HI5/HER 5GHEDULIN6 AND 5EQUENGIN& OF CONSTRUCTION, TO PREVENT ER05ION AND SILTATION RELATED DAMAGE TO THE PROPERTY OF OTHERS OR TO THE PROJEGT. 4. TEMPORARY 5EEDIN6 AND MULGHIN6 SHALL BE REQUIRED ON TH05E DENUDED AREAS THAT ARE LEFT UNDISTURBED FOR SEVEN DAYS OR MORE. 5. ALL PERIMETER SEDIMENT GONTROL DEVIGE5 SHALL BE ERECTED PRIOR TO ANY LAND DISTURBING ACTIVITIES AND REMAIN IN PLACE UNTIL THE 51TE 15 FULLY STABILIZED. 6. A LAND DISTURBANCE PERMIT SHALL BE OBTAINED FROM THE FREDERIGK GO. PUBLIC HORK5 DEPT. PRIOR TO INITIALIZING ANY 51TE WORK. EROSION CONTROL 5GHEDULE I. ESTABLISH CONSTRUCTION ENTRANGE 2. ESTABLISH PERIMETER GONTROL5 AS REQUIRED 3. CLEAR AND GRUB 51TE 4. STRIP, STOCKPILE AND STABILIZE TOP501L 5. PERFORM ROUGH 6RA IN6 6. GON5TRUGT DRAINAGE CONTROLS 1. BE61N FACILITIES GO.N5TRUGTION b. PERFORM FINAL GRADING AND 51TE STABILIZATION OkVNER ALG, ING. LYLE E. GAD"(, JR. SENIOR VICE PRE51DENT 110-6 INDUSTRIAL DRIVE HI NCHE5TER, VA. 22602 (540) bbq - b623 0EVEL0,Pl-=R HOHARD SHOGKEY 4 SONS, INC. 1051 MARTIN56UR& PIKE P.O. BOX 2530 HI NGHE5TER, VA. 22604 (540) (961 - 1100 THESE PLANS ARE IN GONFORMANGE WITH FREDERIGK GOUNTY STANDARDS AND ORDINANGES. ANY DEVIATION OR GHAN6E IN THESE PLANS SHALL BE APPROVED BY THE APPROPRIATE FREDERIGK COUNTY OFFIGIAL5 PRIOR TO GON5TRUGTION. lrlo��TH 0 1 vo v TRACY A. FARRAND moo. 24,15.8 _ ,, c AL PROFE55IONAL SEAL AND 516NATURE ZONING ADMIN/5 TRA TOR J(rJ< �Z� 5/GNAT7/�ZE Ah P]N1,kE SSITE ?FLAP SHEET INDEX TE I. COVER SHEET 2. SITE GRADING PLAN 5. UTILITY LAYOUT / LIGHTING PLAN 4, E $ 5 CONTROL / SM. PLAN 5. WATER / SEWER PROFILES 6. SEWAGE LIFT STATION DETAILS T M15CELLANEOUS DETAILS kb 2 QC WZWCU � Lz LL 0 Z � 0 f oj) u�OW~pz ►�-V w CL�wpz 0�<1�1L-,�- z cttUzi < , Q dJ � r N 1 0 Q O O Al Q z � LL j Q Ld o W ca 2 Q z m��Lu D/- < LL"1 - I- Z Z LLJ � LLJ > W Lu W lS) LU LLJ H 0 W� ^ 1E-4 N N L) > L- [�] N r v _a E = g N o LLj E, Qa 8 0 JOB: 96026SP )WG. : 9602601 SCALE: NO SCALE )ATE: 11-20-96 )RAWN BY: TAF SHEET OF I 0 PROPOSED EASE- MENT FOR ENTRANci ENCROACHMENT. DECIDUOUS TREE 2` CALIPER (MIN.) TYPICAL OF 49 FLAGPOLES �3 TYP.) CENTER -30 HIGH 2 SIDE POLES 25' HICK}✓ rob "- / � of �- ' ES-2 \ INV OUT-713.8' CLASS I RIPRAP . 'CMP ��1 7R Ov i' x I • I I > I I I I v J O - a 0 -� D�l". I ES-2 5p.ti0 atl a[p INV CPUT.714.66' w ti a x LASS I RIPRAPix rfy� w �� o —1 N��' ° 3e 1 05 / ^� \ w I I/ INV IN-715.15' r0gDwq y \ \ I 1 Io Icy± 10 YR, CREST ELEV 704.91' . I100 YR. CREST ELEV 705.76' I 18" HIGK CLASS I RIPRAP SIGHT DISTANCE IS NOT KNOWN AT lHIS 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. 60, D wR/ ZT 'SHIF 0 ,y A�� £.• �D � N r A 1 p Of s qq N T bs \ SrOP \S anr `\ �1 r EMERGENCY CHECK DAM FOR INLET PROTECTION ��' CLASS I RIPRAP I SPILLWAY I ELEV - 705.3° --� L = 14 FT. 15' CMP _ NOTE. DLAN • EVERY EFFORT MALL BE MADE FOR THE PRESERVATION OF THE EXISTING W00 I (SEF DETAIL SHEET 7) INV IN s 702 0' ?ES-2 - _ THIS Mp1_L INCLUDE PHYSICALLY MARKING THE EXTENT OF CLEARING BY THE INV OUT = 701.�5 --J, a _ � ENGINEER OR AR(711TECT. — — (\ - --- — TOP OF ERM . ,706.5' r A ES -2 �1 CLASS I PRAP t - -- I N 67"12'4T W 1114.9 N / F i J 0 H N H. �SARGEN T% ESTATE Z 0 IN E D: RR� I USE: A G Rl C-U--LTURAL PIN 176 A 42 GRAPHIC SCALE 0 25 50 100 L=152_67 / � I N / r o �o co 1 , ^ � C3 z �J 2 I � � I !!! I �^ I 11 I { I I I ' I I. I ,l i I ! I I I 1 I N/F ED�WII E. SCHf U L E N Z 0 N E 0 R A USIE AGRICULTURAL PIN 187 A 1 ( IN FEET ) I inch = 50 it. 200 L Li owe Qw_ w uj <� f-- Q LL U Od?= ZQ O Q w Z � z ~ z W J O Iw- z ts) F- - Z Q_ +kil LY � ui Q C� \Z — i N O CN N f O Q z w O d v O Q �Q� v Q_ 11_ V Q Q Q Ly LLJ } J C ' C V LuLLJ ��\v Q L u < LL Lu r'J N Wq rn VL I W N z� C-4 4 `) 3 N Q WO �� N I O N c0 �Q N V' v w W a 0 �LPC\ JOB: 96026SP DWG. NO.:9602602 SCALE: 1" = 50' DATE: 11-27-96 DRAWN BY: TAF SHEET 2 OF= u 1 NOTE: THIS FIRM IS ONLY RESPONSIBLE FOR THE DESIGN OF THE UTILITIES ON THE PROPERTY ITSELF. THE REMAINDER OF THE UTILITIES DESIGN IS THE RESPONSIBILITY OF THE WRIGHT'S RUN LP, OWNER'S ENGINEER. 8" SDR-21 PVC WATER MAIN (BY OTHERS) TO BE OWNED BY THE FCSA. BEGIN WATER do SEWER THIS CONTRACT FLAGPOLES (3 TYP.) CENTER -30' HIGH 2 SIDE POLES 25' 1- 15OW TAL HALIDE LIGHTS 7A!L OF 3 / 1-4" 2 / BE F V P / vsc M ti I IT ALTERNATE I 30' POLE LIG+4T5 TYPICAL 6 gOOW METALL ID HALE � -4/4/4 /� Sr4rq A� I \ SyFET boa OFTA/< N��af p 3 / 1 G zY o✓ I V / 'OO v �\ -(U�L�i`� LAd z FCr ' z !�6•�R�T 2 4, Plj Ce I I <o w2 wgOwM 4c/ gpgQ( N �//pl te I C I ogpwgr c I ?q f W Cv U M CO I Z I I I I I� . I I� N I I I I I I II N 67'12'47" W 4"SDR-21 PVC FORCE MAIN (BY OTHERS) TO BE OWNED BY FRED. CO. SAN. AUTHORITY (FCSA) TO THE PROPERTY LINE 1-4" TEE (BY OTHERS) 2-4" GATE VALVE (BY OTHERS) 1-8" TEE 1-8" GATE VALVE 1-FIRE HYDRANT (BY OTHERS'}'----_1` ZT s 4,/ F °Nf R b p �£.. �N \�.7 4 6 N j 4S `\- / A o4PD v \\ ?0' vZk/� 4�' F E c%l 'R op£ \\\ A o ~ ORA/NB£ £\q \ \ �. \ ��\� SFMfNj �FR \ 25' BRL 1114.98' N/F J 0 H N H. 5ARGENT ESTATE ZONED: RA USE: AGRICULTURAL P I N y 7 6 A 4 2 4()o1y l YAC p,4C, y '4C w�p er �A\(� VGYyr pF soy \ GRAPHIC SCALE 50 0 25 50 100 N/F YIN E. S C H E U L E N Z O N E D R A L A G R I C U L T U R A L P I N # 8 7 A l ( IN FEET ) 1 inch = 50 ft. _ q1" k' 200 Lu zm d I- <QIs -- d ~ LL Q �Il OQ ~ ~ u- U)LLJ w k-n 1-Lu �zz 7 v � wQ ww Ul 11Z T I t— 6- i N d Z O IL ci 0 LL �s) LL Q uj iZ uj C1. Z Z g� m LL I,- LL Q L- LLJ 1 C- ---j CL 0 11-1 <z z -- -- C / Q DL V ^) N wO � i w Wp N Q N Q S CA WO �� (1 T o I co l ('4 w Z O 2 NN �1 d O JOB: 96026SP DWG. NO.:9602603 SCALE: 1" = 50' DATE: 1 1-27-96 DRAWN BY: TAF SHEET 5 OF L Drainage Calculations QA Area ac C CA T c min i in/hr i 1 p in/hr Q 2 c 10 cf 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 6.744 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 0.131 5 5.4 6.8 0.710 0.894 j \\ H 0.332 0.9 0.229 5 5A 6.8 1.614 2.033 ' \\ c PROPOSED EASE- MENT\ Culvert Summary ENCROACHMENT. FOR ENTRANCE / G ENCROACHMENT. --,-J Culvert Inv In Inv Out L(ft) Din S ! Type des cfs Q 10 cfs V(10)fps 1 714.68 713.80 171 36 0.50 Cmp 26.66 6.91 3.77 j, ~ 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 00, 00 Storm Inlet Summary, and Sump Inlet Depth and Spread Calculations /� e true Na. From 10 cfs Inv In Inv Out Top ElevLDI- pg Thra t ft Sx(f /ft) d r ad ft 66°�� 1 C 1.285 714.78 714.68 718.85 10 0.0208 0.24 5.30 -'''% ✓ " 2 F 1.561 715.50 719.17 -313 10 0.0208 0.25 6.25 _yam- 3 G 0.894 715.25 715.15 719.72 I(Dk8 0.0208 0.20 4.25 sly_, `�/ ,� ,/ 10 / � 1 1•y� A\,R 4. IP INV OUT=71.3.8' ? / v► R N� �, t N CLASS I RIPRAP 0 � ' All CO 40 J I / v 1 1s, Z z o �Q• ° B/ (4 Nr CO o W "Jg CD _ n b w H R O�pq ES S0 tigCrOk O INV OUT.714.65' ,e Ch W H 4 z I ! CLASS i RIPRAP qKp 40. J \ �� O to I \ I00 c.o. fr I = INV IN-715.15' `�.` C.O. Ske, CON s Sr 1 .. jJ$s . . . . . . . o. qti °� \ \ . . . . . . . ., . . .24 • . . . . . kOgOWq 6" � !yG� ^�� • ?14 W IN Z I 10 YR. CREST ELEV 704.91' / II 100 YR. CREST ELEV u 705.76' GRAPHIC SCALE 50 0 25 50 100 �o ( IN FEET ) 1 inch = 50 ft. SIGHT DISTANCE IS NOT KNOWN AT THIS TIME SINCE o ` THE ROAD HAS NOT YET BEEN NOTE: THE OWNER OF THE EASTGATE COMMERCE CENTER IS RESPONSIBLE FOR THE DESIGN/ENGINEERING/CONSTRUCTION DESIGNED OR CONSTRUCTED. OF THE REMAINDER, OF E:ASTGATE DRIVE BEYOND THE LIMIT OF VDOT WORK. NEITHER FREDERICK COUNTY OR VDOT ARE RESPONSIBLE \ �( FOR THE CONSTRUCTION OF THIS ROAD. \ 5 A55 rQ FF <q4 '00,0 \4,N'? qit q .4 SrC �\ \ \ S CC , 0 /OA/ TOPSOIL I/ STOCKPILE AREA N0>F / ro Q F 0 OR ppE,gO /S r - ..,. ct', 04 n W� �n°off k A�kY ROM `� Ap �GNrc r X .J C �r pp � � ��• pq, � qR f�Gy )�� SMp<o = gA'Eq£/aNr �FqA-.k0 1 O C.O. SS00 S,F C.O. 0" p pV " I \� / l /l ? A _ C.0, _ � V 141* Q oR .\ i � moo• x � C) 18• HIG1i CLASS I RIPRAP �_ 'le INV OUT-714.20' (EMERGENCY CHECK DAM FOR INLET PROTECTION CLASS I RIPRAP \ IF P \R s � ` \• 0000 9. RS �� \, V S �HF R� Ic p f: C H S b520 4, 74 j. a WASH RACK70REQUIR D SPILLWAY .,L. IELEV 705.3'�`---'- /1 -- ,_ C CD - L 14 FT. �/ 15' CIJP 1 NOTE: EVERY EFFORT WILL BE MADE FOR THE PRESERVATION OF THE EXISTING WOODL.AN I (SEE DETAIL SHEET 7) f INV IN 702 0; INV OUT 701. ES-2 _ % THIS WLL INCLUDE PHYSICALLY MARKING THE EXTENT OF CLEARING BY THE / U, ENGINEER OR AOITECT, r-- TOP OF OERM -'706.5' 25' BRL / ES -2 / I PRAP -.. +../ 1114.9 r- -" % N /F J 0 H N H. "S AR GENT,/ E S T ATE EDI,,WI N E. S C H E U LE N ZO'�!ED: R,,( ZONED RA U S E: A G R`i-e-t I:TU R A L U 9E: A G R I C U L. T U R A L P I N # 7 6 A 4 2 P I N # 8 7 A i 200 LU W <C zIL O 03:uj � �}"QzQ� z LU, u l a OW !)t QC Z z �� W ►- -' O N rt N C�l (V CV G w IZ Z_ O ,z LU C W W Q W CL W LU CL ;J Q O O Q z Q 'Y a LL LU <LLA LLJ } W .W�-- \ W Z O o < W T W LW < LL W N W 1'rT,I V 1 N CD �..i 31: N WO w N o vt Li U N o N to W O a. JOB: 96026SP DWG. NO.:9602604 SCALE: 1" = �50' DATE: 11-27-96 DRAWN BY: TAF SHEET 4 OF 7 cy- LLJ LU 1 Z LU H v % W N O W (Lij `W 4 » SE _ WER FORCE MA IN 4 » WATER LINE PROFILE < � � d z � � � o w- =Q�, SCALE. 1 = 0'(H) I - — �o�oz SCALE.-7" 50' H I5' V � _________________________ (- f 1 _ ___ ___ __ __f_________ 1_ __-_______ ___________ _____--___ _f 1_ ______-___-___-_____ _-_--______ _f_ .�_ _f __________ 1_ � ___-__-__-_ __-______-__ r � _-__-_---_ r -_________-_-__-_______ -1 r ___________ ___-______- _-__________ __-______-_ 1- r 1 r 1 •• � ° � Z I 1 I 1 1 1 I I I 1 <� t z A/ 1 1 I 1 1 I 1 1 1 1 I 1 C IJ_ l.L I 1 1 1 i 1 I 1 I I I i 1 I 1 I I 1 I 1 1 1 I 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 I I I 1 1 1 1 1,30 : 730 1 , •730 1 1 I , I 1 1 , 1 I 1 I 1 I 1 1 1 1 7,30 1 I I ----r----- ------I r1 '------1I ---------- ---I, -----•---r1, {, ------------1I --------••---r11 -------•----rII -^---------•i11 T-------1I -----------1I 1 1 1 1I 1i 1 �- 11 LU d Q ` Y I 1 1 I ' 725 I I I I I I I I 1 1 1 I 1 I I 1 1 1 1 _ -�' (t aAI_ — .- — -- -I I 1 .-. � _ 7 1 25 ' I 1 1 1 ; 725 c- 1 I I I ; ; I 1 1 I 1 1 i 1 1 ; ; ; ; 725 I 1'-------L----------_J-----_.------L^-----------------------L----_ 1 I 1 I I 1 1 1 1 �' -- - -J - ---- I - - - 1 J 1 -� ,,1- 1 1 ► - - L----------- J------------ L- 1 I I 1 i -- ------ --J---- - ----- —� 1 1 1 1 ----- -- - - - -- ------ 1 T I 1 1 - ---- ---- --- - - - ----,---------.-----------_- » I T 1 1 IJ 1 I I ---- - --__._--_ ^ -_»_-_------_----------- T iiilJJJ ? 1 � I I 1 1 I I 1 �1 '- - T •- -' -.- -- I 11 1 t 1 1 1 1 1F l._-1 I S (-+ E ID I I 1 I 1 1 • 1 1 I I , - I 1 K•...•.��'-•� , Ll � 1 1 I 720 1 I ;_ _ - - ; - I I 1 ; . 1 1 1 I I 720 I 1 720 '1 :_ �- �) 1720 • I I r----- - - - - -r - - - -- ----1--- I I 1 1_ ( ---- --r --- -------------r-----------------------r I I , ----------,------'------- h_ 1 I --,-------------------� 1 I 1 1 -- ---- - - - ------«----«�_ I I 1 � �,-i""� , ..----_� N] _ r., -- «-----�--- 1 G 1 1" 1 1 1 _ ---•-_- - ------ --------- -------------- I �- Q h Z LL- C I I , I I 1 I I I I I 1 I I I 1 1 I I I 1 1 1 1 I ( , -, I , 1 yI I �� __...._""•,�. �^'^^_ -` .._. 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NO. 9602605 SCALE: AS NOTED DATE: 11-27-96 DRAWN BY: TAF 5HEET 5 OF I 7' y 2' — 0„ (STANDARD) -722.5' -722.0' � 11.46' `111.46' -710.46' -7Oq .25' .NOTES: I r- 30" x ACCE (S 1 I 4' Diam. VENT w/SCREENED MUSHROOM CAP f- M • v� PULTRUDED RAIL SYSTEM 7 w/BREAK-AWAY FITTING 4" Diam. BLOCKOUT r,�n ni gun n�a�Tnni c^ )00 PSI FORCED NCRETE PORTABLE HOIST MOUNTING SOCKETS � t\ 12" 715.17' 1 1" Dia I BLOCKOUT FOR INFLUENT ;• _ 7" 2" PVC VAULT DRAIN LINE • ALARM WITH BACKWATER STOP MERCURY PROVIDED FOR INSTALLATOh FLOAT , • BY CONTRACTOR CONTROLS PUMP 2 PUMP 1 — 7" - - OFF i MINIMU 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° �iA. WET WELL DUPLEX PUMPING STATION PULT R U D E D R A L REC 0VE'N"'Y SYSTEM PLAN VIEW 30" x 30" 4" Diam. VENT ALUMINUM w/SCREENED ACCESS HATCH MUSHROOM CAP (V ° 4" SWING CHECK ° VALVE 4" GATE - VALVE _ ° • •; lD ° STEEL PIPE SUPPORTS SECTION VIEW r \-VAULT SHOWN AS MANUFACTURED BY THE CLEAR FLOW CO. 1-800-868-8386 Section NON page 113 Dated JANUARY 1994 'Supersedes SEPTEMBER 1993 performance Curve izPM.- 1750 Discharge: 4" Solids: 3" 1150 RPrh --- CS4P/Fl! l7SQ __��T_ 60 Hz SEWACvE LIFT STATION DESIC7N Average daily flow from 51te (b hr. day) 2000 gpd Average daily flow from 5ite 4.2 gpm Peak design flow 10.4 gpm (Peak factor=2.5) Force main diameter 4 inches Force moln velocity 4.1 ft/s Net well diameter 6.0 feet Low water level (pump off elev) -711.04' Force moln discharge elevation -70.0' Static head 6.q6' Pump design parameters 160 gpm of 6-1' TDH pump must be able to meet 36 gpm of -73' TDH both conditions Design Pump rate 160 gpm of -73' TDH Length of force moln 1600 feet Fitt►ngs and other losses 6-1.3 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 stotlon -722.5 feet Existing grade -722.0 feet Discharge invert , -2 _fe— Inf luent Invert 713.01 feet`' Wet well bottom elevation, 7a�T feet 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 SEWAC'E LIFT STATION NOTES Pump choice Hydromotic 4" Non -clog Submersible Model 54P Motor BHP 10 hp RPM 1-750 Voltage / phase required 208V / 3 phase Impeller diameter (inches) 8.-75 inches I. Each pump Shall be furnl5hed with o running time meter with measure- ment In hours. 2. There shall be no electrical boxes or 5plice5 Inslde the wet Nell. 3. Two pumps as 5pecifled Shall be mounted in the Net Nell. A third spare pump shall be provided to the owner. 4. The pump controls 5hol[ 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 #1 failure _ pump #2 failure 3 phase power monitor div contacts high water (wet well) 120v sensor for local light and horn TELEMETERING ALARM ADAS telemetering dialer 120v telephone input line circuit breaker panel to bad side of meter( — I main I transfer J L J disconnect switch �I J � I light I overcurrent 110v protection I 1 J — receptacle (inside enclosure) J auto -dialer 1 ground J telephone line code — — — ELECTRICAL PANEL ENCLOSURE alarm wiring J (in separate conduit) to generator receptacle OVERALL WIRING Single fixture 100 watt hps mounted on extenticn arm 2' above and 1' in front of enclosure. MIT ".. .� to pump concrete „� station 18" dia. hole 6"x 6" pressure treated posts ;;� ;.� �, . ��• 4' 10, telr int SEWER PUMP STATION CONTROL ENCLOSURE 1 control / high I 110 v alarm panel // water alarm I light and horn (with manual contacts 1 on/off switch) PUMP STATION Notes nclosure construction: to meet NEMA 3R standards 4'-0" (W) x 4'-0" (H) x 1'-0" (D) } 12 gage galvanized steel doubie 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 iouniedin enclosure: 3) double throw transfer switch �) circuit breaker panel ;) 11 o v outlet i) ADAS Dialog autodlaler ?) phone jack :ontrols to be in their own enclosures and counted inside panel enclosure. iside 110 v outlet to be on separate circuit )verhead light to be on separate circuit and ave on/off switch inside enclosure. klarm light and horn to have manual on/off witch inside control enclosure. venerator hookup shall be Russellstoll atalog no. 7334-12 alarm light and horn shall be Federal :lectric model 350w (weatherproof ibratone horn with light in weatherproof nciosure). z L w I W Z CLOU Q W11J~ WIn U_ -�� C) tY LU °_Qz zw � LU oZ °�z zw Q C r* t fv > W > 2 z o� OL � 2 w W C 4 � Q ltl l; a z m f- CY a L � LJ _Z �'D v z O Li__l LLJ 7,_ lS) 7:5 O 0 LL Ll_1 Q LL LL1 CZ W H N w N v W WN � o 8 A M"--1 � ; N 2 55 WO N a W U t w o O JOB: 96026SP DWG.: 9602606 SCALE: NO SCALE DATE: 12-23-96 DRAWN BY: TAF SHEET 6 OF 4 ANTI -SEEP GOLLAR DETAIL (NT5) 15" GMP 48" WELDED TO ANTI- 5EEP GOLLAR5 48"-•`i EMER6ENCY SPILLNAY DETAIL (NTS) 15" GMP (ASPHALT COATED) TOP = 106.5' 50 FT. LON6, 1.5% SLOPE — ELEV - �05.3' n n u 24" MIN. ANTI -SEEP COLLAR 48"x48" GMP (TYPICAL OF 2) NOTE: COMPACTION TE5T5 ON THE EMBANKMENT MUST BE PERFORMED AND RESOLT5 SUBMITTED TO THE FREDERICK COUNTY PUBLIC WORKS DEPT. TWO TESTS, APPROX. 12 FT. APART, EVERY 25 FT, OF EMBANKMENT LENGTH ARE REQUIRED. CLAY GORE MATERIAL SHALL MEET THE FOLLOWING SOIL GLA551FICATION: 5M, 56, ML, MH, GL OR CH. HANDICAP 516N 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 ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. HANDICAP PARKING DETAIL NOT TO SCALE O N 6" DIP GL52 PExFL T'r'P I GAL ROAD CROSS -SECT ION NOT TO SCALE 114 / 1' 241 1 1/2" SM-2A TYPIGAL PAVEMENT GROSS -SECTION G6-6 PARK I N6 LOT NOT TO SCALE 2" SM-2A V V V V V V 0 0 � � � � �, � O V D D D'7 O V V 6" VDOT 21-B17v---r--r--r V V V V V V V �i v v „Tv v 0 � � V V _I III ---III III III _III III _ WATER METER VAULT DETAIL NOT TO SCALE 6" GATE VALVE MJ 6" TEE � � I ' I I � 2' MIN. !- q' MIN. 6" x 3" REDUCER FL x FL O >> _ z 3" WATER YFL GATE VALVE METER x FL 151 NC:;, STEM BAGKFLOW PREVENTER 6" BYPASS LINE (SDR-21 PVG) PLAN VI EN VISUAL REMOTE (MOUNTED SO THAT IT CAN BE READ WHEN AGGESS DOOR 15 OPEN) VAN ACCESSIBLE HANDICAP PARKING DETAIL NOT TO SCALE CENTER IN PARKI N6 AREA 6"X6" SOUARES FOR LAYOUT ONLY O N HANDICAPPED SYME30L 3" STRIPES (WHITE -TYPICAL) MANHOLE BOOT 6" GATE VALVE MJ 6" x 4" REDUCER 4" SDR-21 PVC, WATER LINE 6 TEE 6" GATE VALVE MJ 36"x36" ACCESS HATCH W/LOGKING HASP 5,000 PSI REINFORCED 6" THIGK TOP ONGRETE ACCESS LADDER Z z . I l BLOCK SUPPORTS 6" NO. 5-7 STONE Q Q Q Q Q Cl' MIN. SEGTION VIEN CENTER IN PARKING AREA 6"X6" SQUARES FOR LAYOUT ONLY HANDICAPPED SYMBOL 3" 5TRIPE5 (WHITE -TYPICAL) TYPIGAL CONCRETE GROSS-SEGT ION LOADING DOCK AREA NOT TO SCALE 43 8" CONCRETE ° a a -- vvvvvvvvvvc4" VDOT-21-Bvvvvvvvvv VARIES — TYP I GAL GROSS -SECTION ENTRANCE TO SITE NOT TO SCALE EA5T6ATE EDGE OF DRIVE R/W - 12'--- 12' 52' - 1/4" :1' --- +.- STD. G6-6 12" OPEN GRADED AGGREGATE (06B) 8" 21-8 AGGREGATE 6" TYPE BM-2 ASPHALT GONGRETE 2" TYPE IM-ID ASPHALT CONCRETE 165 Ib5/5y TYPE SM-20 ASPHALT GONGRETE RADIUS POINT LARGE 600 TRAPEZOIDAL FLUME PAGKAGED METERING MANHOLE NOT TO 5GALE NOTE: HINGED COVER IS NOT SHOWN THIS VIEW FOR CLARITY 4' DIA. MANHOLE WITH HINGED COVER HASP FOR PADLO( FLOW ALL WE RECEF SERVIGE CONDUIT FROM METER BASE 18" DIA. HOLE FILLED -' L WITH GONGRETE 6"x6" PRESSURE TREATED LUMBER 1 1/2" CONDUIT FOR SHIELDED BASE ".CHOR BRKT 4 PLACES )R 1/2" EXPANSION CHOIRS T304 5/5) - NEMA 4R ENCLOSURE I SCO MODEL 4210 TRANSDUCER IIOV, I PHASE, 20A FRP LADDER 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 OUT = -713.14' 3.0" ++ 3.0" FLUME INV IN = 713.I 4' .a 1/2" FOAM PAD PROVIDED 6'x6'x6" GONG. SLAB %Abfi-VAINC. W/T304 5/5 ANCHOR BOLTS TO MATCH FRP MANHOLE TUALATIN, OREGON (CONTACT MANUFACTURER FOR EXACT DIMENSIONS) LOCAL REPRESENTATIVE: i. MATERIAL IS FRP (FIBER6LA55 REINFORCED POL)"ESTER). JOHNSTON, INC. 2. NEOPRENE BOOTS ARE SECURED WITH STAINLESS STEEL BANDS. MR. RYLAND BROWN 3. HINGE, HASP, ANCHOR BRKT $ BOLTS ARE TYPE 304 5/5. FOREST, VIROINIA 4. FRP MANHOLE MUST BE A MIN. OF -7 FT. UPSTREAM FROM LIFT 5TA. 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