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HomeMy WebLinkAboutSDP199200060 Plan - Approved Final Site Plan and Comps. 1992-09-17J 4 Q At 4911,17L&1077. Xvnr o� ° ;� rw �`�,?� s�4s� G'o ✓rse 00 W/C/ v/'d �, tvrr�. 'orr>paCfcd I �f�ria PW 1X15 V/Z z /V, r, s. G40 6r, O.y41 � 1 � � � ,fix • � �j '� %tee 2- 0/.prr I I w� h �ca/lvr-a �f c es. 70 v ' 61- ---_I -6 I' RADIUS se ! NOTE CLX;B a APPLIES N1A£N INCI- - I GUTTER CATED ON SITE PLAN' ?b ASPHALT , NON SLIP SLIP SURFACE a�•oa. V. 0 •oa� SC - d• o . 'c S� �Oo 0. o o p�Q� f • � GRANULAR Cm ° b 2 CURB AND GUTTER CURB RAMP —.. _ I Al I/S t 1'-0' AI NO SCALE i fOr?EST a a� G.3!5A100, S3 ` .. +� �► A, y tax •G34.B �-p,N�. 1l/ .DEEP •TOOLED SLOG. FACE CTROL JT. 4 ° T - % .. ' t� • \ �= „ \ - I 1/7• '/ 4• CONC NALK N/ — 6' I' ER �Y1 1 / �r n I ,• 1�'%� �� r'�- -�, _ . 6X6-10/10 N.N.F. FIN.CR PN EXP. JT. N/ SEALANT ASPMAL I ' PAVING J, • I t '�� i /, I• •�O0. O� �g I -°, 9 / ��/ / ,J C- c-' e•—__ ' i .•/ )\\ ^ sr,.. . ca •c e.. n. ,., ?�•°' oo '°' :YJ, CORNER • p L . Q is, o •S REIAI _. - I� n.• �.' Aid , -`i --- / 9-/ / l '--_.•_' ir:� s r„ ,. � .�'. 0, :o BARS ■.. B S p J' a , o g 2• Df EP "'— _ S ITE v -- —_ �, CONTRACTION ,r O I o ��. JT.0 20'-0 C/C = 6' GRANULAR l_ �� . NAXIAIUM , ' .J. n "f'ARLYSV/r! LE FOREST" FILL ON p _ COMPACTED -T C} ` SUBGRADE - 11i 6• GRANULAR PAVING FIN. CR. BASE — r-a"\-_CONC. WALK/CURB 4/ CONCRETE CURB Ai 1'/J = r-0• \ Al tali = I--0• NOTE. EXP. JTS. 0 12'-0' O.C. MAX. VICINITY MAP - N.T.S. / /IO�• �2 �51���� IILM.CMIEBOt /— LOOSEN BURLAP TIE r1/ �k• L4/�C 4 OR REMOVE CONTAINER WATER SAUCER { 2-1/2" MULCH---,,3" BERM R N '� ow eMr s Ile FIN. GRADE Zr1Ho4,k� PL.w" %07Mr PLANTING MIXTURE / _ Y"�i°Aiio onTTi�i+cR _ 91A7l11 SAIICEII --h 2-1/2' MIMCH �, , _ 1-I 11-11=1 u r C. 4e V t -/D I RooT BALL iLJ ROOT BALL fir-• ,7 � 1 — —� r-a b6- � � I GUY StANE3 � I Pvy�� / 7-x ''ICA L I1A f.. , ,�` CT�V / 7 WELL COMPACTED PLANTING MIXTURE 3 ARE PLANTING DETAIL 4 SHRUB PLANTING DETAIL S -2 N.T.S. ~- LANP,;YSE SUMMARY V SF % OF TOTAL 1 BUILDING ft / PARKING/ACCESS /r,.,0 Z S 4 1.O OPENAJINDSCAPED / e¢O¢ r ��° ty/OZ.00 GENERAL CONSTRUCTION NOTES: Q * TOTAL 38,250 100.03 N. I i 61A/ 7 Av5 "e1w /11.1 �s 7. PARKING SCHEDULE %G SPACES REQUIRED (1 SPACE PER 200 S.F. OF BUILDING) 3?g/f i 5*Djs 27 SPACES QROVIT ED: (19 POSTAL CUSTOMER, INCLL,niNla L """' ,pia.?ram a r3.:CtSSMl1 8 POSTAL EMPLOYEE, INCLUDING Of-V HANDICAPPED ACCESSIBLE) 24 ` , x eD MAXIMUM BUILDING COVER: /�, /IS •1 f IMPERVIOUS COVER: EXISTING SITE: yov/ly f�ar-�✓►�f�+ooc>/S q 2vo r',9'�/a p col,✓c%�o���4 LANDSCAPE SCHEDULE OZ ( \ -t RED MAPLE-1-1/2- TO 1-9/4" MINIMUM CALIPER i 2 r \ � FLOWERING DOGWOOD - 1" TO 1-1/4" MINIMUM CALPPEF s �,. • t 2 el ee F;� AZALnk VARIETIES - TREE CANOPY FIVE-0-n--?: 1.6- t% "- .^r_0 SF = SAM SF ^/ -Ile EX. TREES TO REMAIN: J6CG L' / jOI e % CANOPY REQUIRED: Z/ P 10 YR. CANOPY PROVIDED: 22/� jr, Ile �3%O•�') I. Prior to "Rol to 10"nent of any 00140 ucilm within any axislifhp public r�-oE'M'afr• incudk+g oanneo�fa>t to any existing road, a pefnht for said oonstructon shah be obtained from the Virginia Department of TIrOnsporlMon (VDO'n. g required by same. 2. AN parka and drainage r Wais worm h =vd oonstuadon methods shall oonlornh to currant speoMoallons and standards of VDOT unless otherwise noted. 3. Erosion and *[Nation control measures shelf be provided In accordance wNh the approved erosion control plan and shall be installed prior to any olearkhg, grading or other construction. 4. All slopes and dishxbed areas are to be ferblized, to, .Jed and me shed_ N,_` vn ....:.;:': : Q: i u: �..:ya` .. a:_ ,Whet -is ilia �:.!._:4y 7Dtsai"Ivie lesser slopes of 4:1 or better are to be achieved. 5. AN drainage inlets *half have a 2 inch local depression. S. Pared or rip -rap fined ditch may be required when In the opinion of the Albemarle County Director of Engineering. or desig„ is deemed necessary In order to stsbitlea a drainage aharmel. 7. AN traffic oonin, signs shall co "I with roe Virginia Manual for Uniform Traffc Control Devices, Istiesl ed'iton. 8. Unless otherwise noted, elf oonIxeM pips shallbe reinforced - Class 111. 9. AN excavation for underground pipe [nstalIlMon must compty� with OSHA Standards for the Construction Industry (29 CFR Part I On). 10. No gasoline tanks on site. 11. Me is not within the watershed of an Albemarle County dInking water knpoundmenL 12. The location of wdstng uiltls* across or along the fine of the proposed work are not necessarily shown on the plans and where shown are only fr aPP correct. The oor*aclor shall on his; own initiative loc ate ON underground fines and structures as necessary. IS. The contractor shag be rasponsible for ratifying and coordinating with 'WAS UWW at 1-900-652-7001 al least 24 hours in advance of any dWig- 14. Surface: 6- 21/21A, price and double seal. 15. Dumpster must be lo'cahnd at least 15 feet from a property line or building. 18. Shading indicates 25% slopes. nor©sec FINAL SITE, LANDSCAPING AND E - P , oh, �,.� �4cca, �,v,� o� ��•� N 3 SEDIMENT CONTROL PLAN I-a� � y FOR �Ss/ONAL Ea I UNITED STATES POST OFFICE O � EARLYSVILLE COMMON LAND TRUST, GEORGE GIL�JAM. TRUSTEE EARLYSVILLE, VIRGINIA 22936 f CT PURCHASER/DEVELOPER: FRALL DEVELOPERS. INC. P.O. BOX 859 ' MOUNT AIRY, MD 21771 (410) 7951888 - ALSEMARE COUNTY. WHITEHALL MAGISTERIAL DISTRICT TAX MAP 3113. PARCEL 0•3 (PORTION OF) SURVEY/ TOPO: (DONE 2/14/92) R.C.e_ INC. s, D.B. 952-399 PLAT: D.B. 785-M / R. CRAIG BERNER I 9183-402 PINE ORCHARD LANE ELlICOTT CITY, MD 21043 (410) 795-1986 �4/01 465 4G69 �'•• try`' SCALE: 1 "= 20' FEBRUARY 21 1992 NOTE: PROPERTY UNES BY ROGER W, RAY AND ASSOCIATES. W. (SURVEYOR). CORNERS WERE NOT f S/G FOUND IN FIELD AS PER PLAT AND ARE SHOWN IN APPROXIMATE LOCATION ONLY AND MUST BE -7�_ f --- DEPT. OF PLANNING DEPT.. OF ENGINEERIIJG DEPT. OF ZONING �FIRE_OFFICER I HEALTH DEPARTMENT j/apn*r '',�- CONFIRMED IN FIELD UPON SETTING OF CORNERS BY ROGER W. RAY AND ASSOCIATES, INC. V ��O_C,40.0/ / �9 - 4? . g 2 pdr (301) 795-1866 i (301) 829-1213 7L�Lli Post Offioe Box 659 (301) 1.5400 Mt. Airy, Maryland 21771 FAX (301) 829-2636 jQe✓• S- DATE REVISIONS BY R.C.B., INC. .f'. C. �'�'�" R. CRAIG BERNER, INC. y r .:Land Planning, Surveying and ,f "nd Development Consultants 3163-402 Pine Orchard Lane 301-461-2689 Ellicott Citv. MD 21043 301-795-1866 ,I Q o a a J v �vfvr� cos f Of�c'� a k J i 0 � l E. Pglyv_inxl_Cr�laride_(F'VC?,Pi�_tNon�Presslre Sewer �� PVC gravity sewer pipe shall be rn�AnufactLlred of , compounds con+orming to ASTM D-17IS4-61, or current revision. Pipe and fittings shall meet and/car exceed .all of the requirements of ASTM Specification D-7034-78 PSM _ SDR Z%5, or current revision, for heavy wall pVC as -manufactured by Johns --Manville Corporation, Certainteed, or approved equal. (Revised 12/20/84) 2. PVC pipe shall be installed in strict conformance with ASTM Designations D-2321-80 or current revision. The maximum allowable joint length for PVC pipe is 13 •feet. (Revised 12/ -0/84) 4. PVC pipe shall be shipped and stored so that warping of pipe does not occur. PVC pipe to be stored outside should be covered to protect it against the sun's rays, per manufacturer's published recommendation. 5. Certificates of compliance with applicable ASTM designations and strength classifications covering the pipe, joints, gaskets, and •Fittings will be required directly from the pipe manufacturer as deemed necessary by the Authority. FRAME 9 COVER r ( SEE FIG. S-4-D) �o S STREET SURFACE f2" 1W NON- PWM AREAS. 41 4� •'•M 'WEDG-LOK' TYPE ROMER COATE O 5, EEL STEPS OR APPROVED 1D-0 . min 1 EQUAL CAST iN PLACE, ::r i�T4l. PRECAST REINFOACED r Id'Tax ALL JOINTS, LIFT HOLES, CONCRETE SECTIONS _L INLETS, OUTLETS TO BE 013 RING SEALS SEALED a GROUTED INSIDE ' AN0 OUT. MINIMUM ELE`JATiON DIFFERENCE ACRCSS M.H. FROM INL£' To CUTLET SHALL BE 0. 20 FEET. cCNC'RCTE .''' VARIES FILLETS BRANCH 12• OE•17rH OF FLOW CHANNEL TO BE t , 3/4 D'.AMETEA OF • (I CONTRIBUTING SEWER7 `:..�. .♦.;'..' r... A: ".� A MLETEC INVERT FOR ii)•1" 1'1.fJ1J4r7rJ7f1r- A SMOOTH T7RANS;TiON OF FLO'MBETrasa _ �il.irJ_rna m� •�,-G:"::l�hsi'y:di PIPE SHALL INLET t7/ OtJCEa G STABLE UNDISTURee G MIN, 8' BEDDING w/N0. 68 STONE PIPE SHALL BE PRQVICED SOIL. I" UNSTABLE SOIL OR UNDERCUT rONMrONS NOTES 1. BEDDING T}ttCXNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLrc3 SHALL HAVE EXTENDED OR NON -EXTENDED BASES. , TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN FIG. $-I-A rev. 12/84 rf1-2 �r'%ys Vi/�c Corn�� food Tr-vsT` • CBS - 3-g8 1 0 0 S �Pblt'��`C�.�ofJ�ilee t�'fche/ o t� 38. /038 - 389 � OJG tjC7 C4r-G L ^I �7CGTfc' s t` M C;11- ¢ r or 11 � J /N/r9 1,5J.-A161,e re t37�� b 2 G��sz 637.22 G37. OZ 1 - 1 1 Q �N Q N 3' 44 laity f �` ¢OO 1-0 L- �ct,3 ` '0 Y a v\ / 1 • � .� — �` ,-•��,��\i ,t \\ t111,4. I 4Y I,t ei li• tti al 1•I l• G,.....• /i 1r .. � I_ ii .'i„w a ..e rlf ,G '.'s :a, .r, ---. �� ..r. ✓.. (FY f rs .G can r • !n "EARLYSV/,'.LE FOREST" VICINITI MAP -- N.T.S. t.. . _ iE' ICPAL NOTES - 1. Work shall be subj:-?ct to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for n- tifying the proper Service Authority inspectors at thz- start of work. The location of e> `.sting utilities across or along the line of the proposed .ork are not necessarily shown on the plans and where shown c,re only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the general water and sewer construction specifications as adopted by the Albemarle County !service Authority on January 20, 1983 as amended July 1, 1.39.3. 4. All elevations are based U.S.C. and G.S..drtum. 5. The contractor shawl be responsible for notifying "Miss Utility" (1-800-0,557-7001). o G3o ce IC-1 _ 7 OUTFACE SEWER FOR UNITED STATES POST OFFICE EARLYSVILLE, VIRGINIA 22936 ALBEMARLE COUNTY, WHITEHALL MAGISTERIAL DISTRICT TAX MAP 31B, PARCEL C-4-A D.B. 952-399 PLAT: 785-398 K 1/A -#o Z 3 l[fo O R.C.B., INC. = = R. CRAIG BERNER, INC. Land Planning, Surveying and Land Developement Consultants 3163-402 Pine Orchard Lane- 410-465-4662 Ellicott City, MD 21043 410-795-1868