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HomeMy WebLinkAbout005-98 DMK Properties, L.C. - Shawnee - Backfile41 T T GLENIERAL Nui_k.� 40. CAR NOTES' LEGEND IN I T 'y V AAA EXISTING INTERMEDIATE CONTOUR 33 SCALE 1" = 2000' 0 0 w(.0 00 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 wCN .14- County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Rodd and Bridge Specifications, and Standards, The Virginia Erosion PIKE 00 2. Measures to including detention basins during and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 EX E/P C 0. - 00 I control erosion and siltation, ponds serving as silt construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT _J must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROPELP 5 Cal relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT ie r- Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. EX C&G -- - ----- EXISTING CURB AND GUTTER T C- L_ -0 Zof L 's 0.1- _.L.J ��: 0 _C: U-) PROP C&G A 12- P_oF- J__ 0- 0 (VDOT) and Frederick County prior to construction in existing State right-of-way. temporary, PROPOSED CURB AND GUTTER 1% P F" V G. -A t;�F2-q a) X ck::: 'T.S -�3 < L) 4. Approval of this does not issuance of an entrance by VDOT when such is V3. When working on VDOT right-of-way, , all traffic control, whether permanent or CG-6 CG-6R plan guarantee permit permit State low. shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CC -6 TO CG-6R . ....... -- ---- required under Furthermore, all traffic control flaggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE LL3 W I t-A 4: H ErTe Fz Y) (n 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 or latest edition of Road & Bridge Specifications, Section 104.04-C. TELEPHONE T T Fz-EG(cPt4A L. 13- T with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED LINE A I F-Pc, 17- T > (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. EX. 15" RCP EXISTING STORM SEWER f?-Tlc-. -776 - C: Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP Z 0 V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction, site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER �j I 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER bin r{ i �_ L; A < Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE P 0 _J LU :;yc > > contractor, various County agencies, utility companies and VDOT prior to initiation of work. 00 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE p P ep + e,'e,-v e ec Q� Li - a_ embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for a_ 0 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less than 10 by Greenway Engineering by the any undetermined length of time. VDOT will also require 48 hqurs notice for any inspection EXISTING GAS LINE P (4 V1 0-1 0 < 0 L, < LL_ 0 > will require revised pavement section prepared and approved owner. PROPOSED GAS LINE. G G 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the 4- n,� 1�7e,-A (21 A -J5 4 r7 e� 1-- _J Ld < - 1-- > < < on the plans and as required at the field inspection. adjacent public roadway through -construction and maintenance of a construction entrance PROPERTY LINE 0 > 0 0� PROJECT INFORMATION ll. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with thie Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, to by this be FLOW LINE _J Z Z :2 < 0 6diameter access other properties affected project shall maintained FENCELINE _J 0:� be minimum and conform to VDOT standard SB-l. through construction. LL_ 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE Z CO one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during E.INAL SITE PLAN 11� Z Fn 6 and at the end of construction. EXISTING TELEPHONE POLE APPROVED 0- 0 # Ld L 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to W iTi FA A entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer Irines within existing or proposed VDOT right-of-way are�to have EXISTING WATERLINE W/ TEE whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W w !Ti w condition at all times. A Pl- E A C>cx::> A C_ F-- 6 14. Notification shall be given to the 'appropriate utility company prior to construction of water and/or sanitary Vl 1. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT D&I P 1-:5; TCA F­5 e P AF2­6 A 4- sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that N ,� N sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved' by VDOT. EXISTING WATER VALVE w 9 w e1_UF_F?_C-NT ZONING : f./I- I Z 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER (D eUR4Z-Gt47 U57E VA e---A N 7 W F + standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w E> w Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the 'M,0�1!terial PROPOSED REDUCER [> W FP-r_?PC>5G--E) L1,7-ef C- t-4 C- FLA L_ e7> F F le,�- E 0 J\ V13. All roadway fill, base, subsurface and backfill of utility/storm sewer trenches shall (f) contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of �theoretical maximum density as determined by STOP SIGN > Lo prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, 2% for the full I utility verification and the proposed construction. within plus or minus of optimum moisture width HANDICAP RAMP (CG-12) 6 U I L-�l t-1 0 e7 W I -Z -- of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT 2 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION LL - 2 0 result of his construction project within or contiguous to the existing right -of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PARKING INDICATOR Al2 2 it final VDOT approval. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CID and UD underdrains shall be installed where indicated on these plans -76> SIDE 5 d. . development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION 2A 6 FLEA P­ 5 LLJ � 0 19. The developer will be responsible for t1he relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. y V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING - shall meet VDOT minimum design standards and is the developer's responsibility. E\ 20. These plans identifythe location of all known gravesites. Gravesites shown on this plan will be protected in low. In the discovered during the VEHICLES PER DAY COUNT 0 N accordance with state event gravesites are construction, owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within engineer must be notified immediately. any dedicated street iright-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE acceptance of work. Unit and total prices may be obscured. A F?--a A P-A _T 161 P_ E cz, D. PPDy I D E r-> 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement F- F I e 15. 13 &>c>. G, -72- EXISTING STREET LIGHT 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN H A W P1 -A IFFE D FA F-4-/ ( N G professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE INDENTIFIER I P& Fz- 2 PAGE 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating -7 VAN A 6, E i 5,113 L__ F_ '9 PAe-- E 5 P PC> V I C> 6 r---> or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 F.A.FZ,. ,,-AL,�-'ULAT1,!::Pt45 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. -TFZ-IP 6EW'EP-A7NoN DATA F L_,5>0l2_ A P-6 A = 13 5 '5762. FT EASEMENT LINE Lo T A P--(- A 17-q-, 2+C> 5G2 Water/Sewer: Frederick County Sanitation Authority A e75 U F_ C1- 5;6Z. _TF2_J P "-TF TOTAL. CENTERLINE 135 -7 Z+c�> e� - I C� "f:) el P.O. Box 1877 Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0 /* Q) V -710 6.7 e t-� ESA L_ I I FE- F?-- 2_+:5,9 FT. (540) 868-1061 + PROPOSED SPOT ELEVATION 12-1 E-�4\/IF-e::,tjmF_NTAL_ FEATUIF-E5 1:��TvF-ACF_ J3UILPIr4C, e7 E:7 5A 45� Q) 4 $:� i Q) Phone: Bell -Atlantic EXISTING TREE DRIP LINE ­V[ p ep P?- F_ e2U I FLP-P PRE, U > P.O. Box 17398 Baltimore, MID 21297 A J THeFZC- AFz-C-: �-ICI STEEP e7i_oFe,7_ FP,61f4T 75' ­00L_AiQF_>15 . (301) 954-6282 FCSA CONSTRUCTION NOTES EXISTING TREE )l 15" OAK 15" PINE _Z el, De" 5 Hcli--6'5 �,7P-C-Af-A5, .,;,F?- OTHEIZ 1:� MISS UTILITY 1-800-257-7777 Power: Allegheny Power OAK _T TA L I G t,� I F I C-A N FNVIP-ONMEK _TIr-(I Q) ­q 4-� P.O. Box 1458 PROPOSED TREE FEATURES ON 5, SITE Ici C) Hagerstown, MID 21741 1. Water and sewer lines are to be constructed in accordance with these plans. The lines cl) 1-800-654-3317 shall additionally meet all requirements of the Frederick County Sanitation Authority. 0 Q) Q) Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. AW( e_->UTPoc*z- SIGNS VVI L_L_ e--Ot�A I'(-( WITH e>0UNiT( STANDARDSN F-4 P.O. Box 2400 0 Winchester, VA 22604 3. Exact locations of water and sewer services on new lines are to be coordinated with the Q) (540) 869-1111 Authority's inspector. Q) 4. Water laterals that cross the street shall be in PVC pipe, The pipe shall be 2-inch diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and far side Vt7oT t4,4::7Te5 sidewalk. 4-) 0 I. F�Ami;:'--7 To BE 5. The Sanitation Authority maintenance department is responsible for the installation of FI-ACE-C) 11AP. FIT &,F VPa17 F(C- LX> water meters. Before a permanent meter is set, they require; 1) the frame and, cover to MARK D. SMITH Project Name: Project Number: 2. 5,ee Et4TP-AWCF_ be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to w the final grade of the lot; 3) the distance beteen the top of the cover and the yoke bar No. 022837 DMK Prory-wrties 2088 -7- 0AVC-MENT c>eT^t(_ -5�H P-P-T P '3. A aN:C- Ft�>,oT WIDE Af4P between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/conctractr's responsibility to have the meter box assembly installed correctly. 0 ;�66 _10 L P Magisterial District: Date of Plan: (Month, Day, Year) la lt-AGH CHEEP 5iTFLI`P �,a2 , Of- V-es i5Tc:*4r= Tom -Z, PLAC,r-- P 5 E� H I N P 6. The Sanitation Authority shall install all water and sewer services that connect to existing Shawnee 12/31/97 I FT WIPC- T1 e Tlt�l <:_-UP-eqt4G 47t4 E-t4TFLAN66• 13E- H I WP eK,15711<16- lines. The location of the to �and the "termination point of the lateral are to be coordinated with the Authority's assistant engineer. An applicaton for services must be �Vy A N Y L-A N Pcy,- A PIN r-, -r-H Owner: Address, Including Zip Code & Telephone No. w I TH I tsl, IS FT. ::IF EF t3 r(e TV C_X. made and fees paid. PROFESSIONAL SEAL & SIGNATURE _Jt5;7HW WAL-L_AC,-C- Ep F2-;:P.V%/. t-AAY F3E TP4MMeC> I FT WIPC_ eU P425 i t-4 (S oP-F-Emz>v6-r,> 6Y vc>,or E5EFHiWP6UF_F3 r,>m 14 Ppie2pef7mIE'C7 F_A,5;TWAc�-HiWGTc>t4 15,T. p.,c>. E5ox 3k,7 C_J en bee, J n5TAt4CE 7. The Sanitation Authority shall tap all existing water lines. They will furnish the materials THESE PLANS ARE IN CONFORMANCE WITH M(C,>PL-E5UP-G .VA- -ZZII-7 (F-451rSHT for and make the tap. The contractor must make application for and pay the cost of FREDERICK COUNTY STANDARDS AND w�,F--e_&50'3MER-e-'HANT Developer: Address, Including Zip Code & Telephone No. this work. DIOC NRDTHESE PLANS SHALL BE APPROVED BY FLAe-'15 M I L-L-E F 5F157TH E F?_� 1 �4 4-, -T, DESIGNED BY: GRO 8. The contractor shall tie-in anew line to an existing manbole by core drilling the manhole. THE ZONING ADMINISTRATOR PRIOR TO 1 -qu I E ( WA 9.1-0) 3 -1-� - Z-1- R- P- E- K Tr,> N VA - "2- c) t &-7 EATSFZ14 E­NTF-AW W E5TEF F244 `75 HA PLE r-> CONSTRUCTION. i ­N r P- -A W E 9. A double check valve backflow prevention assembly is to be installed on any line (fire or Engineer Certifying Plan: Address, Including Zip Code & Telephone No. L-,' domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 151 Windy Hill Lane JOB NO. 2088 -T%fP1e_'AL_ or 1013. If the assembly is mounted inside a building, a remote readout is required. Greenway Engineering Winchester, VA 22602 viap-T. HALF '5�Ee,-Tlc�tJS (540) 662-4185 SHEET 1 OF 0 a U7 m CD 0 cv Z ! w I . � CIA o Ln 00 i I Z N 00 4" FORCEMAIN REMAINING LAND OF + / / �/IL-o GEORGE W., JR 4 CAROLYN G. GLAIZE / / </ I--`J _ a) , N co 1 N TM 64-((A))-159F Q = j LOT 3 DB -196, PG 14�1 ?� 0,0 0 1 c o SAMUEL T. 4 JOAN E. TRIPLETT TM;64-A-159K �;, ZONE: M - ► �/ ZETTA GABBER j USE: VACANT / ��i�. -( vA l `�� TM 64-((A))-159 "18� / Z w w c kn -C o Q_ DB $85, PG 436 ZONE: M - I / " �� 41 p� �o DB 5'11, PG II � (�" � OC `,6, ZONE: RA 'C \ N 27'56 14 W 2� P' . �. USE. RESIDENTIAL // G � �' / � � L •� a� x a� Q USE: MANUFACTURING 42.63' z r, I- Q) o > 0 _ � _ \0 ob kb ��� y�E�- _ � .. � pP. 'fit; P� `�� STo�•-tit � E w E R S-it2-c.(G Tc1 F. 5 NEB GPI O �'/L,0 5�o¢b .�� / p�� , ba O D.I. / \ k� M , .' / � P, �OF,OS F. F �� y: - , • •. • ' ZAP _ �o - �� HN__6 TOP=689 F'.,- \6 \c� \ I NV _ = ro 5o'5' \ a = �i �r ( i`�. ,L� P, 375 = 6 DI 3 = q- 30 Top 6 8 .. __ .. 10 INV, e (?LI T - 6So. 30 / 6> - ,, INV. So 00 - 30' SAN SEWER ;` , : , •. EASEMENT ' O ToP = [b 85. 30 40' STORM _ o, a� _ DRAINAGE 2 s EASEMENT \ Z REMAINING LAND OF _l ^ e ` / 'lam, •.. I GEORGE W., JR CAROLYN G. GLAIZE N W f= .� ,/ @ �� a� �O �' '1� k l� DB I96, PG 14-11... ZONE: 5-2 0 Z IZW • . 11 2� ��� 3ro° USE: VACANT v Z a o ��j W -Z �9 kill z 100000< 10 '�09 tit l2 61 pLd oh o 1_ �iTO�-M wATEP - r40TE- ~ = MN 015 Pi 5 E S G Z _ 'FIFA-E LANE pp \ i b Np AP FLING 2 ( N WILL ae To 6(__! I L_ D -( RE6'- FzED A S W I✓I � 1� ZA %�O \3� g8 \ b ¢�'1 - i a Ili F J ' PA G I L_ I T �U`TLIR-E Fo fZ A N DEVELoPI�fENT. � � � \, �o ��V Rp 1 P� . �y -' Y P �iEWER `J \ ✓ Q (; �P` 4� p' P 2 b E ,1 0 o N a N d PROPOSED BUILDING BY CNARLES RICKETTS TAP eY \ \ l- - 1�1�e v, a of P�,2 NcP Gp��E o pP - P�oP�,Ep FG.s. A. °�� C� E�� GGGQP1P r?oP E NIG �- u l3ARR��`�E T �� •/ "7A (�t� -- EX. DRAINAGE ESM'T o - Z z �-O FF =; 66a,00 _._...._ LOT 5 '; \'\ e �P. ��G 9y'� 5 �,,� \ ` �' 2� PPP G�� "'1� Zvi b g -' GEORGE W-, Jr 4 CAROLYN G. GLAIZE STD 00 PRO TM 64-A-159M DB l96, PG 1411 \ \ ` P� 1-p� PPp.I�! �►� - aIG �' o g� cz o \ \ \ ,. / i `15' �" 1W = &77. -. . -•_ .f ZONE: M-1 USE: VACANT �\ �a NIc 20 \ 6� .. 2 �1 8 "' `k NIc �\ P' po���-`, ��� EX X. 12 'I.C�AS L INE WATERL I.._ 5 675 , ram, gyp, A Ni GHc, - ^ ST PS � \ - EX. 2-,+" p�P - { z� r �o THIS SHEET \ z G V 1i�T N D T 1. Y \ \ �� `` \ \ ` p� 00 \0 P 4 \ w _, HAS P �__�_�-- ,� M P H ti U Fr�R AND No J� TANGF. _ E D15 W _ ' R SPoN5IE31t-(T K 1N 6Hi \`, Cam` _-' �e � _ - 9I 50 _ ' of /i �Po`'T P,IyGE' '� t 70 __.. L , 1� 6 ,Gl� 1 1 62O -- �_�=..� �. --------._..' �._ _. .. --- __ _ __ __, .. �, te Z Z U� SWM DETENTToN POND. 6N�� i - i EX. 11.1 V. = 6 75. 80 I ' PP'O � � `, ,� '� , -' ` -_ ... _-_p - .� P I rJ 5 µ� ... . - �` " \ ,Q o P 00 i , �- Gr1 /off11 �, (2Q � _.. � SIR _. _.. EX. I N V. = h75. 70 � ON l` 2�3 �\ ` EX. I N V. W _ 675 r r E-� REMAINING LAN D OF O �O GEORGE W., JR '4 CAROLYN G. GLAIZE TM 64-((A))-159F I DB �96, PG 1471 FU TU F -E FA I�•K I N G �i- ZONE: M - t - �\OS'\ - \are / \ 12 EX PA N SI o N N O -TE USE: VACANT ''� pr`� \ i ANY FUTUP-E EXPANSION OF PAR-KINJG - ' j l-oT wI�L_ R�G2UIF2E CUP-C3 ANI� -.► ._ __,, GUTTER. DATE: 12/31 /97 ..,__ `-- - - -.,. T - ,.,_ ...-- _ _-.'='— .G - -� � = ..._:,...-. -:. �� ; j; ,� ram. �, , .� �, k,, :..' w_ .a , _ - ' -- SCALE 1 - 30 ___ i — ---�: ,\,�, A zo' �zESEtz-�/A-floN of G-ENEIzAL ANGHoR-ED CONGIzETE .-�' ,,� \ \ s P5(-•I M PEFz SWOP To A L. LOW UTILITi EASEMENT D.F3. 068. PG. looms) A t-ot4 G ALL 5c U N �A P--( L. I N E S ei F-I E ET F G_OvV DF2A I N A G E SF'AGER i DESIGNED BY: OATES . . i 1 , JOB NO. 2088 SHEET 2 OF 4 general backtill i— ganeral baCh I O.D. OD 8 - «. - �i ---- 8- 8' - — 8- I N Ln W O 00 T24- carefully compacted 24 carefully compac ied Z N - iSi3led backfiN badctiY stone.- - �•� N 00 - 6• aggregate a' Z C) U O.D.t/2 O.D. a " ..... t_ _ o 61 ?'. �`sd'. d I �'f L- x, r P r r a • .. s' a -- COnCr9lA N -S L-� P F ry L' Q �7's j'¢ %� gee'` $ ¢ �, , ,¢ ( .t ,J .,+«.f {� 4 ..d 1 d a .5:.. j. f �y / j� y { Z � l 3 gam. j' g� �$` �j /'` One atA I s .i ,,$<Y «0l �,.:5.��..Pbi,`$' €_1iY .ki ��� L.:ff..Ai CE I r6, vi.>..�1J9 ih L.�.. CJ. s� V ✓ i.. .J.1�:fJ 1.1�3�.1 •e. ,. T Nl� RET `.a •. $t afl(�f "� +- { . t ... ` ' WIRF, S-TI 1�'�ix�'.?,oi CU VERT INL T SEDIM NT TRAP z �; o IFt. a 'f' s7xY.`fi 1; +,IMM 4 4' 4 4' NI,i' -`' 7'D y 1:' ' T g' ' r �' • : I I O �f' i�tJ dL 1_ 4' • 6. /fj/f� III . ,.. .�. �{ N 5?s,s><tiizi' Aidi!vf' :�CiY N .c..1 '. r .b.. +. •, 3SL 0 p I W/ I f5E� •a! •a , . r'a.• V �ON ��T � � � � STA,Ka:3 I 30sa,0 061 �_ X _ 4 21 _ RAP Y-7 - STON WITH 1"IE 5I� go al balc�cfri - perteral backtlil •a - ,45E SME ELL TION' - w �I � 51 D 1.W,4LK 5 CT I ON o D. 8 °.° a- �'' 21 B F,tiY,,v I 5TONE • e- �, !.. vfMQ _.__ _:. a s r / �24'carefully co ed car ll� -}24" +s > "' I �/ / I f III E concrete select backtill soled fill � W V) VOOTGOARJ3, OR f5 - t-1 T FADSECTION - . vooT /387,OR � .- — O I TA?Z ESLTEA ?Ai12 3At:.FF11, At,L ^f;t6 A gr vsEn T 6" , M. _ _U.U.- f Ix.2Een -/2 O.D. t 1 k l QUVALENT Two nIiAr IDF 8m•Exr 6• YBiT is } i •, 'POii: C tfRA7�dC: it! '-�. . i TRAP, STD. a SPEC. 3.13 - I I 4fvk':I. EwTc B Ta .. 1 I I - _ ( SELOW [WE OF s,a,� PER PECTIVE VIE u t .ERFtTY 1.5 5 - 2,4 2 II 51,.1 _ 2 concrete w rF, �-��� stone to 87 C.Y. MET STORAGE wnT 'xr s t r IIn •7 aY.// DRY STORAGE " + PLAN ,� UN ( i � � (fl,SE OF E TO TOP _ OF SIoW BEPM �J a° we HEADWALL i I /� E __ _.____ .. __ __ _.__ _._._ ___v ,-. H 1' z• �, 21 a 5 repave to • t /2 lane 1 4 __ I i I ��I inal thickness — cut made j— \ w t to be a orVFY j1y 12e P ?, i [L: i Q I I 1� �t G O E l of replaCArnent. AREAs BE DISNRBED =. €;T CJ J_. �J (COT, 0 BE ETC.) , !moo•• 21-5 E ti3°--------- •, � ,;;:�7< � . '� STON �� uTION , = g taw PaA•r _ r -_ e. Fms° y . F,4i� f NCB AR ,4 8. --- ------------ F4YEM NT 5EC ION • — — ' 4 ~1 // CLA551 RIPRAP -_.8- (=, Q q�+ - ( / I" woT /3. /367. OR i5 AGGREGATE 1 i?S ddF7ii:}f i3I 'i 4[7 PER t ""t^ 75 4rPl rA43i ,4fi i� �-kJ ON GB b� 8• r ENTi� NCE P YE1„IENT 5ECTIO -- er,tlfAtrench to CE- R., I, . E7-S S f{.En A[d OVER] W CAPAT1111TY IS i3 a_ARY 1 1 MAIL YEW "M cx>:A,+ OlJ1 ed2t Ar 1/2 of ME� srowGE wut 0 P , 'r`"NT : h ;'' MVE POND "c'< zN FRONT ?) 'TF E V)cr=.zRE, �AS� ON C� � � COrilpad A f4 sEZHFaxE• r..ts:rs,7E ;m,,,sn s. .� n�*€.�GEKP,Y T;��;�`�T ,A�'IiIN � 2- 6' I €C� i - I 1 ROW ELF 4 V ;l ELEVATION = Ta v . ;Ia yr �m cz, a cQ.ars actz cnt -- . _.... ENT REPLAC ey r--�---.' ��•+•••• sm &M35 Spigot by, Ford FC HH 77 RC- 5B holCtlWdth.•M.wi asMss, FRI1 • Q bby ee�4S al)f± 2/ pack I I 2" custom roller • (meter by FCSn) swe bee fldapler 2 L•jl, Co in place access brr, standard TRENC BE BEDDING d• �. centered in top flat too for • r.. man o e figure 1 • see note 1 4' diameter • '� : bd f~ T , t -lfirI ' ve.iu. 2' max. e property line niche N • •. wlwe••w ss,wAw••. rr we.wl .r,.wre i (see Hate 2) geodeA 4-• t_' L_ I N u1— v f I L- ff (, 3 mfnlm n • A• dta. I �• t C �•.M•..rrl1�•ew.tta,• r.+w•.m '•«w.�.�• SCE r+eddway t>ox �i ALE '. I" SD' HO Z ellrr0111s erF.sr,. •A• s1•.■..1. e.r vr•w wa v.1r w. r +s e„r. rr• OR 4' 21 paelselsd weld ( E 3' riser ection -� I' ow 11 e,• ed. To. 111 d,,,.,,,v" 0M ftrtd fisirtps 2" type K copper for 4' di meter Z Z MINwfYlldt '� ' r•r,•AWWINA. C+.wr.+ I from moll to N withCuouts Q I�I •40004B M P W "01110 TAL DIOCKS Pr � Y curb slft ap) swooi - j Z Dw f § saddle with W O dnationd tobeeppwsdpeor tnlMhuon coroarotion &90 EX. 6� E stop solid uP r< blocks Z Q i main under custom setter *-nn ibe etrlb �- G stone beddi g U p pod 1•-r sp. x 6' deep =;':' «•th Ire ends, with 1 ` _ U. gat. row. I�F'r�P. G A E U. 1 We THMWBENMo rating nut / r min - a• max. �- - i D� �- r 31 � ricers•_ 1 ��« dented 2'x 4• c ss door snail o u S{fSt s +Op6"pointed Y or our approved equal:�� row I mef 1 !1„�. ) in non -traffic o - model no. St 3030 0' triune !7!7 r _ e. p� Z 00% t ) in traffic area model no. HIR2424 dV abo"lop bees trier tTldlTel¢31� �`� sv nNniaumgrade 2. Wat r service crossing street shalt be encased P p S" �j(,j12 ZI 1 Iucssor pep w w • t sr t �w in " dic. SCH40 PVC r SOR21 piping. T e I " ' i C TOUT DETAI pips ,hnll run from one foot beyond sidewalk, P, Q7 r v �i PppP �j �7Di� Z I N aer sa the street, to a foot beyond sid wotk. 6� ?� %L? • r ' ' - L� N cud • �• �• �.r6`.3. r d to L3 +' `, • ` (5 ,.,.2 t' •r Y:: ,n.Cf,arm;al lvMt T!Hk1^r 7,5 rt VERTICAL Ice, .•) (� • r CfMNe) tee WNh t/P JWNDS U Bf TYE SAAAL '?• ,! .'P 6.6 �T. II.) Q W - a • ,• e. ( AS FOP VONT AL SENDS. 10' 0�9 4_.l 6.1 7A Ir 1A U 63 1 1 " cattd 2" TER INSTALLATION - }- W Q `�' �` "a Figure 5 — 2 r N AUrNnmr-NT Nn 2 - APRtI 1007 k Q vl � O FIRE HYDRA ASSEMBLY THRUST KOMINo __,u - �._� ..- W ►- R = q �� ,1 Q f �s GRA SEWER SERVICE LATERAL l) (� lL 0 M Fipurs 15 8 N 0� Pg a" Mart � w1U, , pip � — ^0 a 9*A" heed + N PsnMa PA48V�$K (4' Tsquilre ourMq+e skid poi I 2Wx 12' deep I I (depth �• ) Z pt,e A-T'E 1NE P FlL_e 2 3 is IxerW „ _ S • �/ E FZ- o � � �X. Gf�A E )%X . G DE I ' � � � +' Pf�P. G DE PAP. J� N S-+ G fi-AD E \ \ � fr sbrxe t»ddirt0 Q . � � �0 8 5 6S S ham' 0 a nil re R U' R of wow a eEtssMs 0 N . alar+oul el,all bs tte+tlelisQ et ' WWII, lite. \ IV " e"'r°uT ham 8S' - 15" P GLIjL 5 '-15" cL / - -- 0 GSM s 0 �, r � fDORCs�te 1.,6., s4 x 6. �\ � � F+-•I _ o p d- 11 + J m p cA W y `� el 1o, � m & F- � r > w w Q M a 1 •D .0 1 36• fib. - LU > V I Z W tll 670 m 11 �75 I� ~ o W w W q per? D 0 z o o'z z' p� tl.nfe �" li > to fnW, Ill = W LA)rw dJ (A N >!� DATE: 12/31/97 p 0 0 N w- N �- 3 SCALE: n/a Ir to 4• l� Mori* a-x rx 16• soid block To R' M E V\/ E R- P R� F• I L_ E CJ (for .vela.s u• and larger) DESIGNED BY: GR O I " = 5' VER--f. � JOB N0. 2088 GATE VALVE aSHEET 3 OF 4 F+vt.�. a *r» Itilye•, top.. e „ ,Ar• .1e is ,a• .1s er A C r ra oar r,T Gar Gar ao' r as• , � rr a•r ear a•s• a-r a-e• r a•r , rr oar � ra� Gar rd• r u• r-o' ra r•r ra' ra• re• r r ,e' tr r.e� rr i•t r•o• raM• : r ,e• te• tar i•e• ,�a• to• s ra• r.t xo' t-s• ,• tar +•.r rr t-0• r r°e• ear N cn ID 0 cu CD 3 0 Ift J Z O 00 \ O 10 i. " V Q O O • z a a N Lc) FORCEMAIN t / 00 l'PPoSCP GATAGdfz'� o, L i J •� co � S o I LOT 3 5LlFFEf2- `7CR�F-WING 00 SEE 5GR-EENING (>ETAIL) 1 -L Q04 SAMUEL T. d JOAN E. TRIPLETT / �,(, P`oWS W �{ ITE PINES O LL c O c L / e C37 ToTA`L•, - !o' TALL AT TI MC 0 of Pl_AN-TI N G "e v 0 x '-- � DB $85, PG 43ro DONE: M-1 USE: MANUFACTURING N 2756'14" W 42.�03' E� � (�0 MCP, � ❑ O `-'� P. i P;o W R E a G e >A Fz S O >✓ ❑ O f ICJ I L..lDI N G I G H T DE T�!I► �n '- a� Q �---_ x J � Z I -ir�TA t. 5` TA l_ L A T 'd ❑ O� TI E o N N G _.' C N.T. s. , °'co cn a� o - o \0r7 M f PLA 71 ❑ • I h�OW WHITE OA K S O ' . p ,, - _ i w cn i 0'/z " GA I PE fZ O $ ANo s' TALL A� 0 P A i� r1.1*t G L o T / 1„IG H t N G DE -TA I l__ ° ' 2�' C� , O -rl ►-A e yr ❑ ( N o s j' � �V\\' / O O O O PLANTI NG� + a - : ` /. pt2 00 ❑ '' -- MN 016 ` FN �o r4'/z" 2��� A ES r(\ (� P-�� i 1 ' ' 30' SAN SEWER EASEMENT ' 1 `y ` 1 / 40' STORM i +� l DRAINAGE EASEMENT REMAINING LAND OF I Z U F ,.. GEORGE W., JR d CAROLY, DB 196, PG 14-11 G. GLAI 0 Y q F , • ZIYP. ZONE. U$E ACANT k. \ 1 'T J � • > W z u F_ Z � PR�Po SED S� FZE E N l N � (TYP.) d. • � Z Z d- P , -T'iP -XI - - MN $45 " \ \TOP=68,a.5' - j v' 6 - (� SG I L NIA �E ( No7 -To scAL-4F- t R P t AP pN- J N N PROPOSED BUILDING 5Y CHARLES RICKETTS r` ' -,_. . , LOT 5 `t 1 . c � �rG EX. DRAINAGE ESM'T ? F� `\ GEORGE W., Jr d CAROLYN G. GLAIZE � / I / j1l00 TM 64-A-159M �P r JF DB l`J(o, PG 14�1 Nrc y O USE: VAGANT F J r t / _ Inc (w e�..ros p _ g_ E F P .= IN7 _ FF 0.' � � z it I _._ ALL MATEmiA `rep- �,- J '` 1 h1� m1' - X :: Nt✓E per` ' _ ... O � ~ O o © l _ E R�IONAND LEGEND � � W � _._ - Fl�'t4T v , J i �pF R� SEDIMENT GoN-TRoL � !� / - PROPOSE D SI I-T F E N G E c ys s 1•� ^ I C D I Pf� t -', _ - t '-- -- .' ,_. �...- PI'-OPosED CUTLET of PFLOTEGTroN PPaPoSED SeP("EWT -Tf� P � Q r TOPP�OPoSED vt e v� GHEGK DA" O -.- s LANDSCAPING GAL-GULATloW5 DETAIL- BoA�7 FENCE A P-cU N D C7c� M PSrE EZ PAD - �, , �p \Vg sane i i PEtzIN1ETEfZ I TtzEE P� 12 4� r-T. go ' = �o = Z4. 5 o R Z 5 TF -E ES Cry I III P E fz o f' t 7 Z SPAG ES _ 8 -(tom E S �>✓ ' ,<�- 4 - (o - Z olZ c� p . DATE 12 31 97 � o tz C-GZ ! R-E D - 3 3 -T R- E E S T TA L T EE S t�- U oTAL E ID C - E T TFR-E S FAR o� E 3 R-E S Pl�P SGR�tv'NING HEDGE SCALE: 1' _ C E 30 \ P Sc�GAR- MAPL-E I ToT�1 L.-) I�R�PoSED �OxWODDS Jo TOTA G-- DESIGNED BY: GRO 3 \ (GOM M o r! 012- L-17 7 I_ E EA QR PPo�oSED AR-ISTu;I2-AT QUA F2- ( ZZ ToTAL) PLAN TINE JOB N0. 2088 PLAGI ED 3' A! PAfzT SHEET 4 OF 4 GENERAL NO T F ` 00 GENT' RAC NOTES, LEGE D �( t g � ,� 'CNN I I rz EXISTING INTERMEDIATE CONTOUR 33 SCALE 1" = 2000' w o Co 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 �QNu� 0 fell p o N �j County construction standards and specifications and/or current VDOT standards and specifications. d Bridged Standards, h lgiiErosion iddgeonpeotheat Transporand LI.S. V-TE. 17J5o MILLWdotb PtIGe �'C� 00 � 2. Measures to includingdetention basins Sediment CoDtOrol Regulations tate,a or regulations g Y PROPOSED CONTOUR 40 EX E/P ���aG Z 1 1 o.a rn control erosion and siltation, ponds serving as silt during construction, p g g a licable. In the event of conflict between an of these standards, s ecifications or pp Y P EXISTING EDGE OF PAVEMENT �___..__._.____.________.�._.______._....___.._-_..�._.___..____. rn of must be provided prior to issuance of the site development permit. The approval of these plans in no way p P P P pp p y plans, the most stringent shall govern. PROP E/P _ - > I- N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT _ 'n r, 3. Control Handbook. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P 9 9 P P V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. EX C&G_ EXISTING CURB AND GUTTER - _- - - -��� _ ���� _ _ ,�� l ---� Z d -o C of -c Ln PROP CBcG c0 /a �13oR Gdwue� a- (VDOT) and Frederick County prior to construction in existing. State right-of-way. PROPOSED CURB AND GUTTER PF-1VF_ 0 a) x 4. Approval of this does not issuance of an entrance by VDOT when such is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R W m < plan guarantee permit permit State law. shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R------------= =-=� -= _ = =� sc� required under Furthermore, all traffic control flaggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE _ -� _ _ _ �- _. __ _ I-� � �' wINCHEsTeP $�. �, o 0 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held g Y P j P January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. T T r REG to t_lA t_ > Q �` a, a with the Developer, p County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE F- A9R{'o1�T a (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. _ EXISTING STORM SEWER EX. 15" RCP n �$ INDEI'EN�ENGE � '�� ��� !76- BUFFLIGK Fz e1z•lvz= w Co Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15 RCP Z � o. 4 V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. P P EXISTING SANITARY SEWER j Lo 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic- V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SAN►TARY SEWER --- ------ r .____.._ _ __-._._. - - ---' ii_'. Q o ^ w �� Control Devices MUTCD . ( ) arranged and held by the engineer and/ developer with the attendance of the EXISTING ELECTRIC SERVICE > Q > tY contractor, various County agencies, utility companies and VDOT prior to initiation of work. o o� 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P y���� ( o f Gvver �I�te�f �� ^� �a_ embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for (� o 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE / %kee+ for �Jl "G P 4V1 I �,� !�/' 0 `= J � > than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. - PROPOSED GAS LINE G c �j(rtee{- �j of �%G11 �S 4 Vtd Pt'o� (eS o 1__ o o w J 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the Gam{--oF6•IG(�jGGI III Gat'Id p Q Q> on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE > o 0 PROJECT INFORMATION 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, to by this FLOW LINE ---- - -- - - - - J z o z a- Q Q access other properties affected project shall be maintained Q be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE ----h- - -- -- _ �._-;___ _. 4�_._.._ Q _J 4.=. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE r z Q one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during FINAL SITE PLAIN z u> Q 0 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to and at the end of construction. 11 EXISTING TELEPHONE POLE _ 'T' I A,hF°f��;trFF) P. �4- (C A �� - I�� N w" � /°�0 oN # r L # enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE w 1�AIZGEL I. No. - iha P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have ----- whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE ;"� " ' T' "' �(-. AGtz condition at all times. I-oT Ah-C-A: 00o ES 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. An unusual subsurface conditions encountered during the course of construction shall be y g EXISTING FIRE HYDRANT t P 1'25 70 2-5E p A Fl E A m sewer Imes. Information should also be obtained from the appropriate authority concerning permits, cut immediately brow ht to the attention of the engineer and VDOT. Work shall cease In that y g : g N ,� N sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE GLII -ENT zDhIIN G : M- 1 ' J 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m LUREZ-C--NT US E VAe--A N_T T >il Y F � standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER w I-"' Z O 16. •The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER w Pf�-oC'o5'` D USA : �ENEF�AL OFFICE 0 z � N � V13. r• All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall (� contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed �. STOP SIGN �r W Z w prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6 lifts to 95% of theoretical maximum density as determined by j utility verification and the proposed construction. AASHTO T-99 Method A, within plus or, minus 2% of optimum moisture for the full width HANDICAP RAMP CG-12 ( ) - a ==� "`='" B(._IIL--DI1�IG SETI3AG{GS hAl2-KING SETP>AGKS W Z L1 of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT 0 - - Z ' 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION I2C_C2' D. pt� (l DE D REcQ D. PRE-11 DE P V Q -2 Z tL Z Z result of his construction, project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PARKING INDICATOR Ff�N-I' '�8. N 1-- 113 final VDOT approval. 12 %5' ►' FPoN-T 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 5 CL I must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans p SIDE ZS cjo.� 7o SIDE 5 �0 8 / / to W A. u, d_ development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION' :i f E �-r°�FZ �. �' 26 (ZAP- d d W d1 t9 oa �p 19. The developer will be responsible for thie relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. •^ V15. The installation of any entrances and mailboxes within any dedicated street right-of-way H/C HANDICAP PARKING IW- shall meet VDOT minimum design standards and is the developer's responsibility. Q 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in law. In the discovered during the VEHICLES PER DAY COUNT 100 PAlz K ING GA L-Ge 1 LA-TI�N S U _ N accordance with state event gravesites are construction, owner and V16. If required by the locall VDOT Residency Office, copies of all invoices for materials within engineer must be notified immediately. any dedicated street night -of -way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE acceptance of work. Unit and total prices may be obscured. ` ' U S E AREA F A PPa `/ 1 P E I o h-Erx' D. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering -r at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. - Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT _, �. oFFlliE I"-�. 135 I /-Z 60.5 -7Z 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered i b bl i receivable ass. accountPROPOSED STREET NAME SIGN H AN DI GA PPE D PA t2-K l NG professional engineer and . results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT - SANITARY MANHOLE INDENTIFIER 12 , I PEA Z5 = 3 SPA G e 5 P-Et� C� . 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating % \/AN AGGESSIBL_E `7PAGE-5 PP&o\/IDED or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 S F.A . R • GA LGU LA TIoN in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. d -TF-I P G E W E R-A-TIaN r,>ATA F t_ootZ A AA I �, l 3 5 �Q . F T. - EASEMENT LINE Lo-7" AF�-G A - I %9-, Z�-o SG2 • F T. Water/Sewer: Frederick County Sanitation Authority GI-A-�iS US(✓ GPC95 Ste. TAGE TWPPSA-TE-T6�rT-AL_ V.P. D. CENTERLINE ` P.O. Box 1877 Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0 (/� � -710 GEMP EAI_ ISM l3 r:R 4� 1 P-3'5t.{= zT 6Zo, 5 (540) 868-1061 oFPI�E PROPOSED SPOT ELEVATION + 125 IfzvNMENTAt- FEATU12-E5 STr�fZAGE GyILDING SETP�AcKs : o Phone: Bell -Atlantic EXISTING TREE DRIP LINE -^,._.. Y__ r _ _, _ --- �- FzEQUIREP PPzIVIDeD � � > P.O. Box 17398 Baltimore, MD 21297 THt=IzE ARC- No STEEP SL-oPES FRONT -%S' 3�0 �> WG�DL-ANDS. FIooPPLAINS WETLAl�IDS, U 301 954-6282 ( ) FCSA CONSTRUCTION NOTES EXISTING TREE ,~ ';5' :..�. 15" OAK - 15" PINE �' S1t�lK Hol�ES STREAI�15, oR OTHER c�lpL ZS' �S 15� �' N � MISS UTILITY 1-800-257-7777 Power: Allegheny Power OAK Gi1GNIFi6AN-f ENVIP•G>NMENTAL_ Z ZS S' �P`R S � � 4-1)I-+ .2I 0 P.O. Box 1458 PROPOSED TREE FEATURES oN-rI-IIS S(-iE . � �2I O Hagerstown, MD 21741 1. Water and sewer lines are to be constructed in accordance with these plans. The lines 1-800-654-3317 shall additionally meet all requirements of the Frederick County Sanitation Authority. 12ToI::1-AGE PrzvP©Sr✓D. 0 U No oLITDc� Q) N Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. AW( o?UTPooF- SIGNS WII_c_ GoI�PL( WITH G0UNT'( STANDARDS _ � ,� �; U P.O. Box 2400 O >'� +� Winchester, VA 22604 3. Exact locations of water and sewer services on new lines are to be coordinated with the ) rld (540) 869-1111 Authority's inspector. 4. Water laterals that crass the street shall be in PVC pipe. The pipe shall be 2-inch r 71 - 4 diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and far side a'4_ VPoT r`IyTES sidewalk. +-) INvEP- t✓NDEN O I. GG- I RAMPS To 5E p IVp. 5. The Sanitation Authority maintenance department is responsible for the installation of , p PT. PLACED PC- CXFf.G-TIvN PT. 1Ep of VPcrT F1EC-D water meters. Before a permanent meter is set the require; 1) the frame and cover to Y q U MARK D. SMITH Project Name: 1 Project Number: 1 w ec �/b NGE IN5PEGTc,FL Z. SE:E EN7�NGE PAVeMENT DETAIL be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to' the final grade of the lot; 3) the distance between the top of the cover and the yoke bar between 18 and 21 inches; and 4) all components of the meter box assembly to be in b No.022837 `�O /'(�� j DMK Pro,-�erties 2088 yHeeT 3oF proper working order. It is the developer's/conctractr s responsibility to have the meter �'S �y� Magisterial District: Date of Plan: (Month, Day, Year) 3. A ONE Fk+oT WIPE AND box assembly installed correctly. jONAL bib 67 8 f a b. 6sZ 8 INCH DEEP STr2-IP of, zl-e SToN E To ee, -7-10 6. The Sanitation Authority install that to Shawnee 12 / 31 /9 7 �`� < a' 8"-z1-B PLACED E5EHINP ' shall all water and sewer services connect existing APR �9a I FT BEHIND WIDE TIE Tn et.l`P-WNG oN H6 IFNTFLAE. EJCISTLNG � lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An applicaton for services must be ®� ca; � .. GUE�-Pa cc_tt�tNC� + ANyLANPciGAPCNG Owner: Address, Including Zip Code & Telephone No. 9 P P N DEpj � 0� WITHIN IS FT. 7 H E PAF�i ING S" ZI-13 Tie TV E.x, made and fees paid. PROFESSIONAL SEAL & SIGNATURE JOHW WALL -AGE ' �tU® PlAiViV§Nq �EVg�01��q��. RoR.,W. MAY FE 7124MMED 1-�T F FT. WtPC- GUP$tNG �Rf�..ioVED bM (� �'I�oPEf�-TI ECi � L . G . col EA rT WA�iHINGToN ST. Po. t3ox 367 . 6 eY VtaoT, 6EHtIJPGURB IFSIGHT DISTANCE 7. The Sanitation Authorityshall to all existingwater lines. The will furnish the materials p y THESE PLANS ARE IN CONFORMANCE WITH / > o o MIPDLEE5LIf1-G VA. ZZII-7 540 6i -7- 5 % 9 cc - Developer: Address, Including Zip Code & Telephone No. U1�tr�AFE . o 0 otza o+q pi q-$ o+ for and make the tap. The contractor must make application for and pay the cost of FREDERICK COUNTY STANDARDS AND F,G • � F.0 . � this work. ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY 6583 MEIaGHANT PLACE MIL-I-Et�' � rHE�-�l� ING . 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. - THE ZONING ADMINISTRATOR PRIOR TO WARP-E�tToN, VA . ZolSi 5q-o 3� - ZL}- ZI WAR-P C DESIGNED BY: GRO EASTEtzN ENTF-AW G E WE5TER-N r7HA PL C� CONSTRUCTION. GCS- tl frt�[-T'R-ANGE 9. A double check valve 'backflow prevention assembly is to be installed on any line (fire or Engineer Certifying Plan: Address, Including Zip Code & Telephone No. domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 151 Windy Hill Lane JOB NO. 2088 _ EGA 1_E 1''' -Z-' He PZ . GG-I I "'= or 1013. If the assembly is mounted inside a building; a remote readout is required. d. Greenway Engineering VA 22602 I Z' VEtzT. HALF TYPIGA [._ �G ETtotJ S (540) 662-4185 SHEET 1 OF � m m R, m L1J a n cn 00 00 0 c,, 0 F , W Ln CIA s.. g v i : _ I N oNo 4�� FORCEMAfN _____ _.__- .___ w a .E � � ' REMAINING LAND OF GEORGE W., JR d CAROLYN G. GLAIZE / </<b � _ > � N I TM 64-(A))-15gF Q = r- L LOT 3 SAMUEL T. 4 JOAN E. TRIPLETT DONE9 LPG 14-I1 ; G ` Z c o � � OC� ZETTA GABBER c O TM'64-A-159K USE: VACANT / �� / (� �Tr TM 64-(CA))-159 w -c Q� 885, 436 / vI 0� S, DB 511, PG 787 DB PG aL-LJ� x �� <'� aC `'6, ZONE: R4 ZONE: M-1 N 21°56'14" W C� USE: MANUFACTURING ` 42.63' x 2 Z /� ►, GP ` �� 9 USE: RESIDENTIAL 0 ,� U) U) ` L L c > -- Ar \,SOP , t STvlz+A' e7 E w E R STte-UG TU F--E S �j . _,.- _•_.- '_ '`' -., I ': t, J1� �jll'' • F'O � � _ Qp•OP -CpR� G� b Q�` OE;�v Q r TOP=689.1--' ,.w 6 S \ �.,. "r%�• �ti-1' , "� D. I . - 6 INV-=0505' o = 8 30 / T P h 4 - r 05,� $pO 'yob ` U T P . / fNV Vol � P - , / # p .• ' , O +5 INV. 4p , f 30' SAN SEWER EASEMENT ; t Qj2 Top: y 40' SIORM 3x DRAINAGE C s EA51EM�Nr' , V/ P t-A N X REMAINING LAND OF 1 GE G. GLAIZE 4 � z .. �..,,' ,: � t`= % , •, � � � E ., Jfi? � CAROLYN lll Q F= GEORGE UJ /VN Ile� \ _ •I d, 8 �a� �O DS I96, PG 1411-_ 0 Z tll , X ZONE: 5-2 - tit N � pp f '" •, '}, � -.-f `-/� % f '1, ,,j � � � l ,,4 • g`� .� Q 2� �N� � 3•ro° � /� USE: VACANT \17' . �\ VIP t-� o \ m W % l9 \ - 0 00 0000, ° �JDO v -/ . l - / o py I- Vy P TE - \ p TOP = 6 Ssa.S ,. O P-vPE F=-TIE S �k -'' -'" '"`r. �\. �. 1N'V.=671.7' `, �- \ � �� 0.-} © -{ •P P _ pM K P F� wl t.� e� RE�zu r P e o f= '' O F o i To Bel I t_ D S w A P-E LANE e FA G 11. T �( f_- `� t 2 ��t� F F �P� a�O SUTURE I�EVELof�t�fENT• i 4 w •w -_.. _ � O � l �� , P �, �\�,A� N emu, �W �Grtj P`� 4r,) � 27 0 b�l p O ..M P _.K TAP r3� !. ��- D of �p°?2, NcP ACE t oSE ., Z ea • , 1 DE = tr •, r � � � �j '(�C GG Q� - V U P � GA .t � o �-- �p PROPOSED BUILDING BY CNARLES RIC1r,ETTS FG,s, q , i ` ! C(p 3�o c (�i1-��� P G N� (P P �`� Nic �N D°�P A FF = &50.00' LOT 5 �`+ 2a �pPQ �`�G ( N� , �¢�° �6 g •� •�'-� �� 7 C EX. DRAINAGE ESM T C;✓ _.. GEORGE W., Jr � CAROLYN G. GLAIZE � �, � � \ ` � P��Gr� GJ��, r 2� ��� '� SiR� TM 64-A-1 9M J \ +. DB l9(o, PG 1411 gq- --- ZONE- M-1 CAS LINE INv = (077. 5 -' USE: VACANT y 67� WATERLINE' r- ,� � , , A N GHoRE o , �, ` < �, k � Pk� Pt�. --sue •— ."°„ Z - STn C. Nc . W H EE l -, 6 O 2r ' G O . N SE E b E TA r t_ 1 2 z4 Ix y THI`; SHEET - x a�� 6 83.E \ 10, �— e • � - V DoT I s A F3So(_�/E p Or` A N �( � \ `, � \ \ � -" bg - px �o0 3 ram. t.�t P ►� � `� _--- t �� � E-' u 68 4 �IAOnL-(T`' FoR-ANC NAS No \ fI �T ��•� _ - Pp°P'VAL'J �pEED-i Dlc>�ANIiEi \ RESPoN91�G-ITV IN 516H oP_ - 6 - E- o O` 2 TN POND. SwM DETEN ToMA(r`7ENANGE oF - , P° jNG, r "^ , ,Q O f r f l GA 5 - ,v EX I N V. - 675. 7o � N •, sow t '- r- 1 675 661 , k GMP _ CO •_ REMAINING LAND OF r i GEORGE R 'd G GLAIZE UJ7M 6 4 - ( AR� 59F oo�tG��-{ \ FU T�.I tzE PA a -KING l �T DB �196, PG 14,91 �, k I ;r • EX PA NSIoN ZONE; USE VACANT1 PA ANY FUTURE EX N51oN of PAP-K•rNG °{ F c-oT w� t_t_ R�Gzu i Gc1 R{3 �k N D GUTTER• . j mow✓ t •e_ sPaciNG ( YP. ) DATE 2 1 1 /3 /97 1 ' SCALE 1 30 SEtZVA7 G EN t✓ IzA L �U M PER�StOP -j"o .4 L LG3vV Sp DESIGNED BY: OATES t T EASEME 868f'G. Io�S� AI-otJG ALL. PB�UNDAP2 LINE i . SHEET FSOW DF21INAGE JOB N0. 2088 SHEET 2 OF 4 general backfill - -- general baW01 ------------ O.D O D l t °17 24' carefully compacted 24' carefully compacted _ lect backfill backfill Z N D. 6" aggregate j stonet Z - (0 Ln OW J - rn 11 1/2 O.D. - _ _ O t 4Na7FU '7i(I11j OF ! 3IL,71 FENCE' stone to concrete WZ - a) ST ?VE ON3IfbC TI N LjNTT A { I7HrWIRE ,r UOR7) CULVERT INLET SEDIMENT TRAP >.I rfrGF CURB1%1 i �C NCRETE �, cV) o LT,r 1 Fr iETEYT 117 STAKS CAVATE 4 f 4r [CI1 3000 pe ` W UpswPE ANG THE ZIE A. I r Hr, 3 < 1. ... S?A@iE j ",w x:-X II 2 1 - 1-�l� E ° Y '• Q { e HA' / , e' I. � i x rev RAv I / / , �— , ..i• ° • `• .;� I T� �E 5� ge ral backhll - general badddl 3000 -V5TON - I "��„` _ — ,45E SIDE ELe iIONI I O /� _ A P 51D uW,4LK 5 CTION 4' 21 B 8 0o a-- °D -8• - / STONE 8" " _ _ r. 24• carefully co ed oornp car ued I VAiN r concrete , select f ll c s= backidl �T I I , I ,1 ' VDOT #3, r3b7, CR %5 D Ul„I P TER P,4 S E C T I N "` w (� 7. _-W-a FILTER NA7' S[at'IEFT.S. MB C:t¢�A srORgOE ILL AREA / COARSE AccnECATE �_ /` t' -6' 6' a_� ..- . ,g nw. L- - ¢ i;• it, y`P.-�E r.F.'i: rti /2 O D r Pn REH I Ell 1 _ _. I 'STORAGE EOIMAIENr • • L _ _ - TO THAT TEMPORARY SEDWIT �_ 6• 6 �E4 •3 ; I Pp IT �T> 5 15 " 5 2 ,4 {L.H�SL EOn'm: TO > NE`FT _ TRAP, STD. d SPEC 3.13 " t.& •e•ra 67 C.Y. WET SrORACE stone to cOflOr9le I I n n GOWN aFSTOHE) PER PECTIVE VIE ' , 5e15T 's1T[HO S'.JLL TA I � J /^ 67 C.Y./ MY SIOitY.E 2 Sl"I - 2 �� PLAN - V' [. V�' i / � ; . / (BASE bf TO TOPCONCRETE CONCRETE CASEMENT II • j/j I I - OF�BE,n, - i 3 -2 T B,45E r r �- - - - — .._ a sa repaveal thickness - - f r -3EFT FL(1Yi INSTrAL TUON �_I II it w oftrteplacernerd -- (F' "F.fw'fTF.L`I"I'3E %t { AREAS BE 06 WROED -� - �� O ..__... (�. Farm. ETc.) ,1 P 8 21 8 ' FgTCR �t`JTh-_.. ti TCE 5CF+�':kTr 5 T ON _ SEu�rfor� �-� I I � � I �» 3- ----_ -- 1='�4R INC-� >4R ,4 --- - --"� ------ FAVEM NT SEC ION :8 _- _ y - - ! //, war i3. /3e7 OR 15 AOGRMATE ZM13 Ur"HOD OF INLET AR TEr,1 ON is IPPLir AB AT � 546 D ON CB - b � 8• � ~ — 8" U71tz �, 4 EWRIWIF �, , ENTRANCE fi VEMENT SECTIO -- entire trench to be ' �I "X. W BEPR/ (ClEN1 Olfr / Q, /� /'' Q acted 2, -A - ` };1i1'I'S'� ::Y�U7JLL1 BE Hitik:.t;.P tAiz pow B3 AT 1/2 OF WET STOBACE AREA •^�i PTI LRT EXIE•�l�i�F OND G IN �i'6ONT '.)�' T'}�$.fa $t�(`T�1�, \ L- ,45E ON l../5.,J - � � - 6• �p i REB<Fa7rA'EG t'Ya -i_r' r ..;. 1 I i�.AiiaA%ivWAY ?NET t 'tICl,3 SECTION f�-� I fFTRONr >;t:i•vaTf -) ELEVATION c�.tv , s11Au. >3>s v�:l�r Js, gas. on Jg rparasl, �cRacA•rl<: -- - - " - -r ---- .ram <'•+•�+• •�wM SM 3 f)1f�11 by [Ford FC HH 77 HC- SB YMtd1 - b1' 1f1bR i custom setter N r O ba9 o, meter by FCSA) w,t Lrat� bid adWW b0M°r� 1 ? C In place ace•es pCr, standard TRENC & BEDDING y, �.••' or ds. Odom" r • flat top for centered in top re 1 • t see note 1 4' diiamoetter N 2• lwaw d pow p I :;, } trorlea 2' max. L MIAIA propertyMe Wish G I�1 I 1111111,111111161 loprat.sweats • arts..aa. �wr•aa•au•rru .ar.ar• l (see not2) I _� I /grade A I- t� (N � ��(L- 11 It Z � • e• 1MM------�I - - I� O ' O I v C7 A �E I" « exr 0""so saes •era rwars..••xn •awwwo hers SDR BS r 21 wale E _ S H` /O Z/ • ft sN Eat., w• w •w•r a •onrrtrr rwr.r v. tr sw r rr arrw •r• tl I eadivey bent ( fo riser lion Y C 1 •. .r r. Tlr. a raw aw bell rrys and tiCitlga 2 tiPV K eeppVr for 4' di meter z M1nEatblock •P"w""'�'L~ll �e.rrrA ees.r.r. I from nt0 to N wimonfTle th cu outs 0 ixO11M01�tO1tTAL *LOCK$ •rwwwr pline Y Curt stop) - (� ,nn x wkLl h W Z araaton d to be wXV ed prior Ytatallalbn - corporation (��O EX . GR� E v stop solid up ort blocks Q Z ;� l mn mein under custom setter Q fr .•ell ewb 6" stone beddi r pad 1'4' aq x r deep I i w;fh it' Vida, with ` r gets valve �' F'F�vP. G A DLL E ' l o rotiny nut Ill NOTES: _ e•. 1•bweeaaea door shall — ' ti iwvw •n+•, waft top 6' painted or ur cpproved @quol: I1_I 1 acres wu' ) In non-tro(fic o - model no. Si 3030 w 6 ed ) in troffic area - model no. HIR24 Q •1olts 10 be Va v Pfil= am �= 1nnom <' pits 2 00%, - !! r tr a Lm • x v minxnum grade p1�'Vtnatretop bans i 2. wet r service crossing street shall »e ens s•d localorpep Wr w • • •r in " dic. SCH40 PVC r SDR21 PVG `7bi�- ZI " - o.w+. piping. Tito " PPLOP. S P L- SDP C TOUT DETAILDipi o �holl run from ne foot beyond sidewalk, `� P typical acr ss the street, to a foot beyond aid walk. 6� `� .. r ., z Q 11�ZA N� . ,'' : • ...saw It j Ir w 10 ,. 1•,• z rr,eChartical pint Trrn,sT rO„ VEOTr7CAL 'T - t.e A.> J swrtr•i le• wttll EU• tot" OF TrE SAW ,2 ^ r La 11 IL) Q W � • ,• AS FOP ILw AL BENDS 1r O.a 1.7 5.1 71 � S } � W / 9 � +r aA ea 1 1/2" and 2" METER INSTALLATION �' -> ca I- Ili 6� Q N FI q e— N Z eurn�nT,tcrl* tJn 7 ADRN. tool k Q W V Z� � Z fx1RE HYDRA ASSEMBLY Flow I I THRU BLOCKING ^f GRA SEWER SER CE LATERAL X 0� PR�� Figure 15 oar Mon Cap web Ixae• plug N h•trMtp a squers treed rV� } IV Pantie PA<SV-CSK (4) 42 square oonartim skid 20-x 20'x 12• deep I (wphe') z °"'"°'" ""°' 2. 3 CIO D twn r S A L-E I " = 50 Ho r -Z . -) ro J� 6 Inc I r' _ CJ • v E Imo' wro 43' bend 6 `v EX.6R-A E U DE Pig P G D E N N r� rr (Z•� E \ I!' son badnbtg 6S ✓ (:ice' • r�-t who. INtalt of telerM to •hW at EX . f' A D E `�' N . . oleartout •hat be krrrtialTsd • LL��. L_ ' so"" y ins. \ a� 6 So 3tor_ 3 SEWER EANGUT a Ft MN 17 � oonaote 1'4* aq, x 6• deep �7 S �75 b po � 8 puc SpQ Z w P Btr PVC 2 �I + it tW > t- W N� (� �.D ,r screw �" j lU ill 1 LD W Q M " 1 I )� ' 'D �, "D B n�trs 36' Inlru - lL W > V �" Z till' &70 9 ►- m U 67� m �t „ Z� 6%5 r ►_ J o ill W J Q � p Z oZ -z four pp •.kre _ r � °9 > ,r Uj •' {\ m nnakl m N y Q n k 8 r _ M �? z I(1 Q It + I DATE: 12/31 /97 p + 0 0 `J N N �•• O ( Z 6� t Sfy� d' t ,tih�z SCALE: n /a l� 1 • i.• block 8% 8'x 16' sow block �T 2F2- � < C W EP- PF�1= ( I� Ec7 ( ,�+,,2•endwvK) DESIGNED BY: GR0 HoRZ JOB N0. 2088 VaP-T- �� V�� SHEET 3 OF 4 M t>� wp, Hl'fe. a ,►w t t ,Ail .re rs vt• ewt0s • ray �. Vwtea A � roe a� t•.r ofi ail afi r afi a• ra afi rfi o•c afi afi r afi /v rfi o•o• s ra afi t'a• r fi taw fS t'o •7fi t'fi t'•o' rfi 7 t' rfi ,a' ?fi 1'J• 7fi 1'fi t'J• : fi 7 1'J' rfi 10' tTfi 1'fi ra t'fi 1'fi 2•0' 7J' t'fi 6'"a' r` rn rn c� E•7 0 (U m a, a 3 cc w 0 m Q 0 CD 3 0 U N 0 a cn co m 0 Cu CO 3 0 CJ Z g04 Lc) s\ O ` O c�Q � N 4" 1=0RGEMAIN -- - --` D 00 O / pR PoSEP GATAGo(z'� G �''f/1 Z w c E in J co rn -> o� N LOT 3 _ ❑ O O SEE SGREENtNG r�ETA«) ..� Q SAMUEL T. 4 JOAN E. 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