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HomeMy WebLinkAbout29-97 Site Plan4' GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (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 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB -1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, out sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will Fe protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 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. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM -D698, or VTM-1 as applicable. Density shall be certified by a registered 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. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 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 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 MISS UTILITY 1-800-257-7777 Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 LCIS: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 VDOT GENERAL NOTES V1. All work on this project shall conform to the latest editions of the Virginia Deportment of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control (loggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C, V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virainia Erosion & Sediment Control Handbook Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. V17.. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT•s discretion, by VDOT on an account receivable basis. TRIP GENERATION DATA GLASS USE 6Pc51i S6t.FT. No. EMPLOYEES T12 -IF -PATE VPD b30 E.x.GIJNIG I�zS Z3.>3 33.E 630 .G..W IG 3%(00 7Z3. 8 %4 Z 814 AA./ETAIL 14zr� 40.7 6B. o 814 4T0FEL f+Z9 40. 7 S8 . o B41 SALES 720 15- 5 II. Z 81t WMaC'TrALE 432 40.7 17. G AM/-IC6T 841 =1 OJleipo IS. S 5L5. 8 FCSA CONSTRUCTION NOTES i. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated wilh the Authority's inspector. 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 for side sidewalk. 5. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to 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 proper working order. It is the developer's/conctractr's responsibility to have the meter box assembly installed correctly. 6. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An applicator, for services must be made and fees paid. 7. The Sanitation Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 9. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout is required. LEGEND VICINITY MAP T„ • Z EXISTING INTERMENATE CONTOUR - 33 - SCALE 1"=_zoco Rdsd W_ EXISTING INDEX C NTOUR - - --- - - -.- -_ _. -. _ -- -- -- 330 SpRE� PROPOSED CONT R 40 A"Ll WE EXISTING EDGE Of PAVEMENT -- __ _ . _ EX E/P ESTATESZW o'c 2f 621 I PROPOSED EDGE F PAVEMENT PROP E/P 01 Q = y n EXISTING CURB D GUTTER - __ EX C&G_ HA _ co PROP C&G '�Ei5�T5,,, E AVELAND µ,-tel s Z c O a PROPOSED CURB ND GUTTER �"°- 'Wa* LTJ r t'a E AT Spiq W V 0 X �7c TRANSITION FROM CG -6 TO CG -6R G-6 Y - CG -6R w 4 + � I oma_• � 3 r � EXISTING TEUEPHCKIE UNE -- ---- - --- - - PROPOSED TELEPI ONE UNE - D RES v �. c a 4EAY E _ EX.," IT rn� EXISTING STORM EWER __1z __5 RCP - -,_ -{- rRETca --� ` � w rn PROP. 15" RCP' PROPOSED STORM SEWER EXISTING SANITAR SEWER -s - --- - - - 1 PROPOSED SANITARY SEWER _-- ______ SHEET INDEX 60 EXISTING ELECTRIC SERVICE --------- Q----�-- SHEET IoF 3 �>DcW PROPOSED ELECTFIC SERVICE P--- Go v E P- SHEET \- a o a SHEET 7 -IF 3 SITE PLnAN L} EXISTING GAS LINE 6sHeeT �J of 3 DETAIL$ AND IFF �F(UC5 XaZi� PROPOSED GAS LINE - - --- „------ o oo>� PROPERTY UNE FLOW LINE z >0 M FENCEUNE .--,_..._ _. PROJECT INFORMATION o a o a_ & EXISTING POWER LE a I^ dX O� STREET ADDRESS 1092 HOPEWELL ROAD )=1NAL SITE PLAN EXISTING TELEPH E POLE 0 z <n a v} MAGISTERIAL DISTRICT STONEWALL d . } 4 EXISTING WATERU W/ TEE -- -- .. «.- -- - - - - ---_.. __ - OVED ^I , PARCEL IDENTIFICATION NQ 33 -((A)) -164F �rF I PROPOSED WATERNE W/ TEE w w 11 mow LOT AREA 1.4962 AC EXISTING FIRE H ANT CURRENT ZONING B2 CURRENT USE_. COMMERCIAL -AeO�q- q-7 r EXISTING WATER VkLVE --- - -- - -+-- -- PROPOSED USE VETERINARIAN OFFICE u PROPOSED WATER METER i EXISTING REDUCER - - - - - - - - - BUILDING SETBACKS FRONT R/W: 85' S PARKING SETBACKS FRONT R/W: 10' J, t SIDE R/W: 35' SIDE R/W: 5' Z a' e PROPOSED REDU R - - w W D SIDE: 0' SIDE: 5' �_ Zp z STOP SIGN BACK: 0• BACK: 5' N iW HANDICAP RAMP (G-12) i ~ DENOTES LOCATION OF SID VD01 W C O CG -12 ANDe JURY CTIONAL � U STANDARD ANP CONS DRUCTION a3 Z PARKING INDICAT V, F}- MDICATES THE NUN OF TYPICAL PARKING SPACES 2 Z R 0 TEST PIT LOCAT0 VICp0 V F HANDCAP PARKIN O F.A.R. CALCULATIONS PARKINGAu CALCULATIONS � r REQUIRED S r6� =1.0 REQUIRED OFFICE: 1 SPACE PER 250 SQ. FT. Q VEHICLES PER DA COUNT ROO> PROPOSED BLDG. 4,272/65,174 = 0.07 PROPOSED OFFICE AREA: 4272 SQ. FT. = 10 -SPACES 0 N N PROPOSED BUILDIN ENTRANCE --------------- 27 SPACES PROVIDED EXISTING STREET T - HANDICAP PARKING 1 PER 25 = 2 SPACE REQUIRED PROPOSED STREET NAME SIGN + LANDSCAPING CALCULATIONS HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 2 PROPOSED SANT Y LATERAL CLEANOUT -------.. INTERIOR PARKING LOADING SPACES 1 SHADE TREE PER 10 SPACES SANITARY MANH INDEN7IFlER 12 OFFIGE BLDG. LE"_THAN 3o, �Sm.FT 27 / 10 = 2.7 TREES REQ'D REQUIRE No Log DING SPAGE STORM DRAIN STR CLA3 TREES PROVIDEDRE IDENTIFIER 18 rot EASEMENT UNE ---------------- PERIMETER PARKING - h1' k v 1 SHADE TREE PER 40' ti 1wi' Q s n CENTERLINE 600 ' / 40' = 15 TREES REQ'D EXISTING SPOT ELEI 1ATION 12.0 15 TREES PROVIDED 3' HEDGE PROVIDED BETWEEN PARKING AND R/W O ��• PROPOSED SPOT E VAlION 12 ' 5 r �9l l4 EXISTING TREE DRIP LINE - - _s-- EXISTING TREE 15" OAK - 15" PINE 414 '-" ,1+ PROPOSED TREE I� SURVEYOR'S CERTIFICATE ZZ Q Z Z I� O 1 HEREBY CERTIFY THAT THE LAND CONTAINED IN THIS PLAT IS A PORTION OF THE LAND CONVEYED TO 5a U Nr 12AYND L. FI -5H IRIS IRIS J. F13H E5'DEED RFLoP-DED AMONG THE LAND �"Q. `I P-FloRDS OF FP-EDLv-IGK GOUNT'(, VIfaGINlq, IN DEED 15, K "7 76 AT PAGE . U 0 E� Z MARK D. SMITH, P.E. L . E- 00 W COVER SHEET q 2 U MAFK7D. ITH > Project Name: Project Number: N7 DR. FAIRMAN 135 Magisterial District: Dale of Plan: (Month, Day, Year STONEWALL 7/1-7/97 Owner. Address, Including Zip Code & Telephone No. PROFESSIONAL EAL & SIGNATURE P.O. BOX 147 / 1092 HOPEWELL ROAD DR. DONALD FAIRMAN CLEARBROOK, VA 22624 THESE PLANS E IN CONFORMANCE WITH (540) 667-1454 FREDERICK COUNTY STANDARDS AND er: Develop ORDINANCES. A Y DEVIATION OR CHANGE Address, Including Zip Code & Telephone No.IN 174 WARM SPRINGS ROAD THE ZONING ADINISTRATOR PRIOR TO THESE PLAN SHALL APPROVED BY DR. RAYMOND FISH WINCHESTER, VA 22603 THE CONSTRUCTION. (540) 667-1454 DESIGNED BY: Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE JOB NO. JOB GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 TG. 3 s \ T. M. 33-i(,A"))- - OTHER LANDOF. RAYMOND L. S IRIS J. FI H P ` \ ) • \ I! DB.776, PG. \ ro I -_.- EX ECCE GP.AVEU _Ji ,\ 4;ON5TRUr-TION NOTES aN L4.i GUIZVE DATA vx 0-1 C7 z n m ` ` E y DURING AND AFTER PHASE I GON57RUGTiON,T14— DELTA S ARG TANGENT GHORp $ WTHE GONTRAG7c4z WILL INSURE POS(71VE rn� E9'07'5Z"'38. B9' Z46Z' SZB•14'17'EO'9DRAINAGE c c � i W n TOTHE NORTHEASTERN GULVEILT 1 27.0`F'5O" ' IZ9.%g' 66. Z3' $Z9 -r '-' -W IZ&77'UNDER THE RAILPOAD 7H15 MAY REaotLRE !7-,,. ' 'M ccoop-DINATION yvl?H GREENWAS( ENGINEERING�fi'It" 54 ZS. Z7' 162.20 Sf.l'S3'lo'W 35.55' L� E 'oFORG'PAD(NG SOLUTIONS.'v 7752' ' $Z9'5%'31"W 15o. g(' >_ p2. DURING PHASE IL GONSTRUCT(ON, THCY55�31'Zv" Z+s 28' NIA NOB•49'5o'W6G.96t �: GON7RAGTOR WILL MINIMIZE $TORMWATER 75'SI'31" ' 32.%6' t%. 3b' N 61'lO'lo" E- 30.62' PONDING APoUND DR. FAIP'N.IAN'5 PLACE Z c h o 0 s \ T. M. 33-i(,A"))- - OTHER LANDOF. RAYMOND L. S IRIS J. FI H P ` \ ) • \ I! DB.776, PG. \ ro I -_.- EX ECCE GP.AVEU _Ji ,\ \ \ PHA9 E T Q4 <�♦ `�� '. \\ \ GON57PUG71oN OF BUIL-DIN G, SANITAF'( �I �_ '-1 "; ��c- \ `�. �� \ '\ •\� \ SEWER, WATER, UTUT(ES PARKING, 33 I / �� \ EN7FANGE AND STOR-MVWATBR FAGILITIC5 ex \ Iu �I OP"� x\l •,,.\ ` m TO BE BU I LT BY DR. FAIR�tAN, 2ONDING I SNE STa�y Fp+9ME BI.PG. V p`Nn1 pF+ t EX. GRr1VEL \n * II ✓ \ \ m �` DF-.PR.AYI"~D FISTHJETI041 ; F15HPoiTEO bi PHASE s i P A ��/ � _ � -.-^ -- _�•�/ � ..- � `..a ` I \ '.y GONSTW,IGT(oN bF NOPEW ELL LRNE i - 74P l �'�,_ ENTRANCE To BE f0 _ 511ED "' rnG I O Ex. gDG@ W1 a �LIMjUFLe PAP I -Yid \ \ B'5H D THE OWNER DR. RAYMOND RpPD�E\DI /�, GRA VEt WI ENGI_csu RE - \ \ 1 \ r. FSH AND IRIS FISH �F�IS W1FE�. B Z I oMSRf. 100 1'E,A Cv [SEE yEUlt- SI-i6GT ---� \ I /4-� \ G 7 ZONED: I i SEPTIC EASEMENT 0 R 5 R+A 3oF 3 \ q F � TO 0T 164E �I� r ` 20• SEPTIC EAS P+IOP Isco \ s Z Z 0 p01, U 2L EMENT PPOpppop, .1250 . CSNTlLIL ' GAL., p 'iTA+k G ` Q 0 Z_ J I / 5 UN17 K�aP 7ANK T%cNK. N43'24'30" E -', 2 00' t _ (!I n _ �S LANDSCAPING SaHtDUL E > Z n - — - q _. vm P 15 bt'� > Wd _. \ '- - \� 4 a' Z F / EX POWER y. < -y ° @ RM/� PROPOSED RED MAPLE (ZEAe-H) } R U Ex.WVVER POLE S -L _. a>� ".� l' POLE _\ � j1 /�(WP1 PPoF7DSED AR15TvCPAT PEA F? EA.) r Q Z9320 _. __ n fI I .Z� - _ �1,_ i� N 6b171 �� _.— _:. \ ` 'J 4G R\ 6�A \ r- l.✓tL..,J/ PPOFbSED GPAOA PPLE �4 EACH) 7 3 B.M. RRSPIKE'-I'/z' SG .Fo -- r \ v C� LNE (`rA qPROPOSED SUGAR MAPLE 4 eq. w roQ r !� b zxl� � � � ALL TREES TO gE A MINIMUM OFAPPR .LIMITS 1_,y6 IPER AT TI ME Or PLANTN G-E%AP DRAIMFlELD - rp, OO' 5'A Y' - ' '\(C` \ ���QHI&HL2 ER(POLE 40' POWER EASEMEM_ ZJ ;Sze C I Iln 309 f _ z2 \ R 3' HIGH HEDGE B.M. "}zR SIPIKE ( IN � PO>ED 'u -Hy'" \ r q 1,.�„--��,�j Z7- �a z -- - cv G 5'S'''F W-17TLED--AF MON r- 89 r, ( INCs, O I -!TYLE LEAF - SPACEDN 4272 $Q.FT.-+ �. 2!. 50 E'p y ✓~�EG GRADINGANO �\\. y 'O .'A_PrA RT *'SERO`'�ION AND SHDIMEN GONTPpL LEo PAPP HrO z 1\ N. b t '4 5'R P d ? b2` g ` IF PRoPo SED INLET PRoTBGTION Ma 5. cIO' d �� A S PROP_ N.G� a.l N (CR 1 PPaP 6G vP- PPoP ni ® PPo POSER CUTLET PPoTEGTI oN ® PRo"ED SILT FEN GE l 11, fl !'7 NUT},., -pApe K 1 RE UIP -ED 'Prop. cG-.7 , S� ('8! u7l :1'11 i 4 HASP zy. T E TOEt E:v B OR I ' ` © PROPOSE NT�ANGTEJGTIoN :PROP GUAPOP-A(L� �l' o t�pE Z'_) `_l ' " L ` t 1:19 v G. 5'P o+m ©PROP. SEDIMENT TROP Z0. j r 22' � • P E.P . IN K' s 35' B.R.L. o TEMP '�0' orbo.5f S ,\I' N Ex. NLAPH 7OpE W i V Q WD AG1SE 45 \ ABiANPON 7EMFbPA p={ ,• ly5 ESM'T, '4EFT I ' E � « 72'48' 12" �I `P _ EASEMENT No E ; / R ? To BE"VAGATfiP I NParP tASd rye IP cz s A TEMPORAR ,G Tc- J6 WGONTIP�LIATIOPI _ T'o z • OF T115 ~C>, ProP.re t — ' N [Y 5M PROP. E Z � � � © Z9•R �'G 7 ACCESS To THE � Z pp z PItiP'CG-I I' � PpoP. \ 2�'`a� / 6UILDING � R.O.W. LINE rr7 PANTED COr THE rip. F7 T' __ _ IE- �' - x626�o G\,pP '� W(L-LBE LIMITED DUP-INC �+(]y EASEMENT 15 F M THE AS SHOWN SH 1 217 4N LOT 3 -i -A- 164 G y MASTER _ - - ' � �i'�� A Ict�- 1�EAR PE -71G N STOP -M f/] UNTIL THE LUL- F SAG! DEV�E �P^TENT Pref. 9HAt a 6.P. ---3e,=--1 cit _ - �/ 6Zivl' vTORM WATER FLUE TV IOWS �M Z E IS VACATED. �� HOPE LANE PH.A< a) _ - ;zr�y- %- 1 N +c+P v bye (5o Rf WI� I -E yy . A r a'' b a G 5EDIMeN7 TRAPXnFr p /Pl' p ozG s b's^ _,. 4ao GALGULATIoNS bsr •' "z� 'bl`'ri 11 EEA �° cX 16cY SQ. FT PEGz'D. K o.4.5 ACRE D(STU REED Nj -. -� 4ca7 m. Ngb'36'90"W _y b>Q PPoP t m 5 FT. PPo /'D. - c r I zO'- 19'v \ 'q 4 INV.c623. Zci.00' T "zz ' i GMP - m -- - -- - DRAINAGE ,Swm UTILITYAND S 9-8°Z�j•' 30" W - 3%8. 61 ' 1 I' c - BE DRG A ElbaNT G To _ _ -. - -- 1 .�prts----------------------- s t- + F H -E + +-F-1-1-++ I +� i I ++ F I i� �I i� I ++ I f i -I 4 - f f -f -f -1 ++-I --T--f- �+ I 1-- I � � + I I+I f f+ 1- I -�1 F + fi � i I i +�-I I++ � F I I � � i- f � i + + I - - f i I I ++ I- F I }�,�C�t�s� �a�l � s�r�1 ���r�oa%�c�.} + N fi� + I_. I + + i 1 + I I + + f Fi-� I f-� I- 1 + +4-1-1-1- F +-+--I A ++ I- F 1-I 1 '� I DATE: 11/7/97 f—� WINCHESTER & WESTERN RAILROAD 60' R/W - DB 633 PC 712 � STOWE ALVEF7 vrc�T NnTE SCALE: 1" = 30' ������������������������������������������_�__�__�__�__����__�_� wv. •610.70 A I FT. WIDE STFIPaF 21-8 r ONE, 9"THICK, WILL BE -- T.M. 33 - . r>A - 164 6 1T.M. +13f(Al) - -� INSTALLED ATB+ACK-oPALL DESIGNED BY: MDS CORA ELLEN DICK £ DA VID ALILEN DARNELL \ RoOER-T P.BIPoWN +-UP-O AND ALONG ALL D. 5. '715, PG. 131 D. B.5++.PG. ZVI EDGE50F PAVEMENT JOB N0. 135 ZONE: RA USE: RESIDENTIAL AND BUSINESS ZONE: B-3 USE: COMMERCIAL 17SP-VDoT 5TANDA"5;. SHEET 2 OF 3 aN L4.i vx 0-1 C7 n m ` ` E y $ c v v rn� c c � i W n 1 \ \ PHA9 E T Q4 <�♦ `�� '. \\ \ GON57PUG71oN OF BUIL-DIN G, SANITAF'( �I �_ '-1 "; ��c- \ `�. �� \ '\ •\� \ SEWER, WATER, UTUT(ES PARKING, 33 I / �� \ EN7FANGE AND STOR-MVWATBR FAGILITIC5 ex \ Iu �I OP"� x\l •,,.\ ` m TO BE BU I LT BY DR. FAIR�tAN, 2ONDING I SNE STa�y Fp+9ME BI.PG. V p`Nn1 pF+ t EX. GRr1VEL \n * II ✓ \ \ m �` DF-.PR.AYI"~D FISTHJETI041 ; F15HPoiTEO bi PHASE s i P A ��/ � _ � -.-^ -- _�•�/ � ..- � `..a ` I \ '.y GONSTW,IGT(oN bF NOPEW ELL LRNE i - 74P l �'�,_ ENTRANCE To BE f0 _ 511ED "' rnG I O Ex. gDG@ W1 a �LIMjUFLe PAP I -Yid \ \ B'5H D THE OWNER DR. RAYMOND RpPD�E\DI /�, GRA VEt WI ENGI_csu RE - \ \ 1 \ r. FSH AND IRIS FISH �F�IS W1FE�. B Z I oMSRf. 100 1'E,A Cv [SEE yEUlt- SI-i6GT ---� \ I /4-� \ G 7 ZONED: I i SEPTIC EASEMENT 0 R 5 R+A 3oF 3 \ q F � TO 0T 164E �I� r ` 20• SEPTIC EAS P+IOP Isco \ s Z Z 0 p01, U 2L EMENT PPOpppop, .1250 . CSNTlLIL ' GAL., p 'iTA+k G ` Q 0 Z_ J I / 5 UN17 K�aP 7ANK T%cNK. N43'24'30" E -', 2 00' t _ (!I n _ �S LANDSCAPING SaHtDUL E > Z n - — - q _. vm P 15 bt'� > Wd _. \ '- - \� 4 a' Z F / EX POWER y. < -y ° @ RM/� PROPOSED RED MAPLE (ZEAe-H) } R U Ex.WVVER POLE S -L _. a>� ".� l' POLE _\ � j1 /�(WP1 PPoF7DSED AR15TvCPAT PEA F? EA.) r Q Z9320 _. __ n fI I .Z� - _ �1,_ i� N 6b171 �� _.— _:. \ ` 'J 4G R\ 6�A \ r- l.✓tL..,J/ PPOFbSED GPAOA PPLE �4 EACH) 7 3 B.M. RRSPIKE'-I'/z' SG .Fo -- r \ v C� LNE (`rA qPROPOSED SUGAR MAPLE 4 eq. w roQ r !� b zxl� � � � ALL TREES TO gE A MINIMUM OFAPPR .LIMITS 1_,y6 IPER AT TI ME Or PLANTN G-E%AP DRAIMFlELD - rp, OO' 5'A Y' - ' '\(C` \ ���QHI&HL2 ER(POLE 40' POWER EASEMEM_ ZJ ;Sze C I Iln 309 f _ z2 \ R 3' HIGH HEDGE B.M. "}zR SIPIKE ( IN � PO>ED 'u -Hy'" \ r q 1,.�„--��,�j Z7- �a z -- - cv G 5'S'''F W-17TLED--AF MON r- 89 r, ( INCs, O I -!TYLE LEAF - SPACEDN 4272 $Q.FT.-+ �. 2!. 50 E'p y ✓~�EG GRADINGANO �\\. y 'O .'A_PrA RT *'SERO`'�ION AND SHDIMEN GONTPpL LEo PAPP HrO z 1\ N. b t '4 5'R P d ? b2` g ` IF PRoPo SED INLET PRoTBGTION Ma 5. cIO' d �� A S PROP_ N.G� a.l N (CR 1 PPaP 6G vP- PPoP ni ® PPo POSER CUTLET PPoTEGTI oN ® PRo"ED SILT FEN GE l 11, fl !'7 NUT},., -pApe K 1 RE UIP -ED 'Prop. cG-.7 , S� ('8! u7l :1'11 i 4 HASP zy. T E TOEt E:v B OR I ' ` © PROPOSE NT�ANGTEJGTIoN :PROP GUAPOP-A(L� �l' o t�pE Z'_) `_l ' " L ` t 1:19 v G. 5'P o+m ©PROP. SEDIMENT TROP Z0. j r 22' � • P E.P . IN K' s 35' B.R.L. o TEMP '�0' orbo.5f S ,\I' N Ex. NLAPH 7OpE W i V Q WD AG1SE 45 \ ABiANPON 7EMFbPA p={ ,• ly5 ESM'T, '4EFT I ' E � « 72'48' 12" �I `P _ EASEMENT No E ; / R ? To BE"VAGATfiP I NParP tASd rye IP cz s A TEMPORAR ,G Tc- J6 WGONTIP�LIATIOPI _ T'o z • OF T115 ~C>, ProP.re t — ' N [Y 5M PROP. E Z � � � © Z9•R �'G 7 ACCESS To THE � Z pp z PItiP'CG-I I' � PpoP. \ 2�'`a� / 6UILDING � R.O.W. LINE rr7 PANTED COr THE rip. F7 T' __ _ IE- �' - x626�o G\,pP '� W(L-LBE LIMITED DUP-INC �+(]y EASEMENT 15 F M THE AS SHOWN SH 1 217 4N LOT 3 -i -A- 164 G y MASTER _ - - ' � �i'�� A Ict�- 1�EAR PE -71G N STOP -M f/] UNTIL THE LUL- F SAG! DEV�E �P^TENT Pref. 9HAt a 6.P. ---3e,=--1 cit _ - �/ 6Zivl' vTORM WATER FLUE TV IOWS �M Z E IS VACATED. �� HOPE LANE PH.A< a) _ - ;zr�y- %- 1 N +c+P v bye (5o Rf WI� I -E yy . A r a'' b a G 5EDIMeN7 TRAPXnFr p /Pl' p ozG s b's^ _,. 4ao GALGULATIoNS bsr •' "z� 'bl`'ri 11 EEA �° cX 16cY SQ. FT PEGz'D. K o.4.5 ACRE D(STU REED Nj -. -� 4ca7 m. Ngb'36'90"W _y b>Q PPoP t m 5 FT. PPo /'D. - c r I zO'- 19'v \ 'q 4 INV.c623. Zci.00' T "zz ' i GMP - m -- - -- - DRAINAGE ,Swm UTILITYAND S 9-8°Z�j•' 30" W - 3%8. 61 ' 1 I' c - BE DRG A ElbaNT G To _ _ -. - -- 1 .�prts----------------------- s t- + F H -E + +-F-1-1-++ I +� i I ++ F I i� �I i� I ++ I f i -I 4 - f f -f -f -1 ++-I --T--f- �+ I 1-- I � � + I I+I f f+ 1- I -�1 F + fi � i I i +�-I I++ � F I I � � i- f � i + + I - - f i I I ++ I- F I }�,�C�t�s� �a�l � s�r�1 ���r�oa%�c�.} + N fi� + I_. I + + i 1 + I I + + f Fi-� I f-� I- 1 + +4-1-1-1- F +-+--I A ++ I- F 1-I 1 '� I DATE: 11/7/97 f—� WINCHESTER & WESTERN RAILROAD 60' R/W - DB 633 PC 712 � STOWE ALVEF7 vrc�T NnTE SCALE: 1" = 30' ������������������������������������������_�__�__�__�__����__�_� wv. •610.70 A I FT. WIDE STFIPaF 21-8 r ONE, 9"THICK, WILL BE -- T.M. 33 - . r>A - 164 6 1T.M. +13f(Al) - -� INSTALLED ATB+ACK-oPALL DESIGNED BY: MDS CORA ELLEN DICK £ DA VID ALILEN DARNELL \ RoOER-T P.BIPoWN +-UP-O AND ALONG ALL D. 5. '715, PG. 131 D. B.5++.PG. ZVI EDGE50F PAVEMENT JOB N0. 135 ZONE: RA USE: RESIDENTIAL AND BUSINESS ZONE: B-3 USE: COMMERCIAL 17SP-VDoT 5TANDA"5;. SHEET 2 OF 3 sh WA df.0 47e L1Ga f.~'Aw-•T• 1aD8r WRIT eft"~A r �� MITI. m are. Yr ALL MATele TO Pie TreATCP 1.4.1"13clill- ROCK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: I STONE ONSTRU IDN ENT NCE Z CONSTR � WIT '^ION A tiY• wipeE SEW [r Fevice PORT) �O n7/ CU VERT INL T SED NT TRAP W BLO K k GR AL CURB LET N O 411 C CRETE _O (n el or I m N o Q >3 W a m C _ L o I O x Hen d' Y R.lE, m'agPe uoxc rte Y or-_ nn aw e I Z C a SEDIMENT FILTER 3 3OOrz psi W/ 1BEIR nun vx � 811 CONCRETE nnn.T( onioN E r" and O ,U a d eo c� e T pert d v C N plan W ble o' win " 4 W F 41 � ITU — Q 411 21- 5 BASE 3000 si � N D rrNiTRWI VICa) ' WITH M N - .. o DOT ti ••w SIDE £LE TION �\ rr — — SIDEWALK 61 -CTION 4" 21-8 5A5E STONE Fes• L r > TdFtf. fl4fIA MLrCFi :. p.i F"1 A .]YN `I .� I I 1 I m'Ir� Ga _ PUMP ER PA SECTION • .�,....r ..:.. I / -- '"rtP 2-10 ACRE OF DRAINA E AREA. .e -� • �..a .r ��-j i : Arty „°" „"�,„,ro„� "° i • r - °V •• o.s�1” PER PECTIVE VIE � m - ;v 1.511511- 2A 2n SM -2 ,i.,o-M°"•.., PUN V E_W .� 10 1 �j/// ////////i/ 311 -2 a. w 'NEO' Ir-•. 1, 61121-B BASE T,•, nAx IN+T ;PFR>pECTE 9GN .. .,. `., , , 811 21 BASE STONE (OPTION _ faw SECTION A -A — '4, --------- ,-.. foo NsraeAu vlewl YY --- - YDOT ,I — --- Av M NT S C ION GOAaag GaEGATE " "°"° s """" "' STIzEET P YEMEN SECTIO (BAS p ON CER -10) �� c,r o ^^,a C4&E LLY YIaW. .Vi 0 ClPA81ilIY ISM 9Y('.' / s «..�. q. "'r :-.;rY .: ,•: '.: k._ .a, r. To an PQ IF MM � nrr, MUM,,. (BASE ON GB I0J (IIIb R11lULE1rA1 1N3f1' TTJH,I SECTION a=a `"ONT EuvAn ELEVATION • aw SN= 66 VCP(' {3. Cdbf Off A Cr,Uer cumwArN e¢ rm s6fawd .lIYNJtr9Nvla- r'�sN ®Y' 'a6-2 ciAea 1 etVipp PI OUTLET CONDITIQ S A A rosion a Control Intent tandems 17. W ere construct' vehicle access mutes intersect paved or public roads, provlslo s made o minimize Ne transport of sedl ent by vehicul r tracking onto he paved sura Yux . Permanent o temporary soil tabilization she be applied to tl nulled areas w thin seven day sedim or is transport onto a paved public road su ace, the road s race shall be I her final rade 9 is reachetl on a y portion of the site. Tempora soil staDitizatio shell be thorou hly at the end I each day. S menr shall be removed from th roads Dy show I. pplie0 within en days to tle uded areas that may not be at al grade but w I remain sweep g and transpo ad to a sedime t control dispo 1 area. Street sting shall be I only a er sediment is moved in this anner. This provision shall a y to individual h dormant for ore Man one art. e n 5 as as to anger kslu ng a rvnies. • A r,.. • • • During . During const acted coati lion of the p intent the Pr a, soil stockpi measures. The as and borrow applicant is res rens shall be st risible lobes Dil¢etl or ampere ry 19.AI1 final si mporary enaau a stabilization n and sediment after the tem control measur rary measures shall be remo re no longer rte ad vath.n 30 d ded, unless of A OICdiDn and rt stabilization inspor of all sol Stockpiles on a 8s well as DD areas and author resuffin ed by the local g from the disposition program author of tempo y. Trapped set ary measures 5 Ment and the it all be permane sturbed sotl areiv Illy stabilized to A M• r '1 areas not oth rwnse �• I A permanent egetative cow shall be estab shed on don me n sea a.Yia rmanenIII ste lized- Perman m vegetation s all not ce con erect e5la until a ground 16 Pf paries and war rways downstr am from dweltant saes she I be protected f FID Iiwr ver IS aChiev that is unifor , mature enoup to Su/Vrvo and 'll inhibit erosion. eros sedim M deposition, a sion and dam a due to incre $ in volume, eloary and pe rate of stormwater run diff for the stated frequency std of 24-hour tlur lion in accords c Sediment basins and tra , rimeter dikes, iment Dame and other Me res intended t the fol ng stands and criteria: •' : rap sediments all be construct as a first step in any land -dist rbing activity arid shall be a. Concentrate slormwater ru off leaving tl ade functional before upstrea lane i isturbon takes place. directly into an adequate equate natu a 1 velopment site hall be tlischa e att11 A • •.. •.+. e� Y. n� system. For these or man-made eceiving chant I, pipe or std - r. •�• . Stabilization measures shall applied to ea hen structures uch as dams, of cos and statihty analys sites where the Inoff is dischar ed into a pipes stem, dow,str a L"n"`.".. .re . ••nY.w+ iversions imm iately alter ins Nation. s at outfall f the pipe or p e s system shell a perormetl. r 4 r d) m 0 N (` T N + r. d1 N ,q r ni m t` ramage area t be served by t e trap or basin. b. Adequacy o 11 The all channels a applicant shall pipes shall be enfieo in the f Ilowtrp manner N r emonstrate the the total drain a area to the i 'D N 111 tri N N N LA N ,y N 9 N N r Iq rq N m N a. The minium storeg capacity of a Sediment trap ah ll be 134 cubic ams per acre o analy within the cha nal is one hu ad times great r than the cont ,o .D lq drainage area and Met p shall only control tlrainage a as less than th a acres. drain a area i f the p ed in uestio ) q . or 63y 2) a) Natural cha nets shall be a alyzed by the u of a Iwo -year . f7L ILL KS greater han or equal to hree acres shat be controlled b a sediment be n. The of channel or banks, and E fi{YaQ' !Q YN/l war.oee minimu storage cape y of a sedimen basin shall be 34 cubic yams r acre of ►LaL7 rsulT9 • ViYN ria. dramag the Basi area. The out during a twent It system shall. -five at t a minimum, of 24-hour tlur amtain the stru ion Runoff ural integrity c b) All previous constructed n -made chann Is shall be anal 2 1"44 CLAW A b�wo Pv'eP. poAD runoff Ico i shall year respond to a Dara earth on or those i ficients used if itions the use of a !e -year storm to erify that storm crier will not ov d e exist to ex st while a sediment n is utilized. banks and by t e use of a two- ear storm to d onstrate that stornw ° T4 I _ �. s �� a v r• < arm �T fi I.OZ ` ..Cul and fill sl s shall be de ted and cons cted in a man er that will min ize erosion. c) Pipes and s rm Pe s that are ouM to ba er n excessive) 9 Y thin one year y f permanent st Dilrzauon shaD sewer cyst s stall be one yzetl by the u e ' �. provided wit additional slop stabilizing me sures until the oblem is core ed, year storm to nfy that storm crier will De con dined within th p 625 ` \ I6 rr• ' P•IGHi ConGBntraled Nnoh shall nor ow down cur un r fill slopesare contained an c.lf existing ria system rel receiving annals or grave construct men -made ch not pipes equale, the a icant shall. • \ \ GV•ADE 2 Whenever w ter seeps from siope face, ad uate drainage r other" shelf be 1) Int a Ma channe to a condition a ten-year dint will icor el I I ,I^ 1 I \ —�_��� _ _ _ , w� or Incl a two-year or ort will not ca se erosion to th channel bed o b 4-^'I L--'� 1 6� i _ .Y' D. All 51ortn s r inlets that a made operabl during COnsiN Ion shall be pE lectetl 50 that 2) Int ve the pipe or ipe System to condition whet ilia tan -year at `\ rwise treat to remove -ment. �� PzT6 GAT D E TA I r p W 0 W } Before news constructed sr water convey nce channels r pipes die mad operations., 3) Dev lop a site deslg that will not c u se the pre -rev lopment peak n i ??CC I d �d1}-- _ Z ; ate outlet taction and ry perma ant channel lin ng shall De roma will not year slorn t cause the pr increase when runoff velopment pea outfalls a to c runoff rale fro a natural ch n a ten-year y _ A Welled in both he cone an Y channel ande a vain channel. 9 inCreas 0 when runoff o ittalls into a me -made channel st or _ N a a R When work n a live water rse is corm pe precautions all be taken to 4) P Ida a combinatiIn— Y N yy LLW7 Dl Y chment, ntrol sedimen transport .if mimlza vement, sto water detenti < 1y1 a p m p ({I t Possible during nslruction. N and s abilize erodible mate the work I shall be used for area to the gre rest the constm ton extent of other down asures which I am erosion. satisfactory to he plan-ep prov ng authomy to e "• 11 0 0 W 6 N N + 'tet d N N N useways and ffeams. Ea m hen fill may be Sed for these rudures if am ed by onerodlble r materials. d. The applicart shall provide evidence ofiaernissionto make a impmvemen s. • °1O I 2 3. When a live watercourse mu I be crossed construction v icles more the, twice in any e. ro ogi analyses shall based on ih existing wafers ad charactenat x ro• -month pen , a temporary v whicular stream sling consin chad of norterod de material the ullimale de elopment of th subject project \ 12o D P Fl1—E rube provide . 2•� 1111 TAk. SGA E'. I " = 5 I "= 5" Ho1u. V ERT. . All applicab federal state nd IOcal regul ons pertaining working M or live I. If the appiicsi approval from 1 chooses an o lion a locality tan that incluo for slormwater d tention he shall b ercourses st Al be met. Shall set forth t of a e maintenance requirements insertion Ince of the of the dale tacitly and he tion facilities. e ftrpeftTmmw person re ns . The bed a banks of a we r course shall stabilized int ediately atter in the ` ercourse is oompieted. Q. Outfall from I detention teal y shall be ifiscIfargeo to a fecal wing channel, a I FF/NT YIGW ( . Undergrou utility lines shall be installed in accomance with the following ms in a dissipaters she stabilized tra be placed at t - ion from Me outfall of all distention cildy to the re facllitie iving as necessary t pi ion to othei applicable eme ria: channel. 1. opsoil will spread a a minimun depth of 4' . a. No more than 500 linear feet of lien may be Poll I at one lime. 2. ulveriud ricultural limestone be ineorp rated into loll b. Exca i. Increased vol mes of sheet fl s that may se erosion or ntation o ad at a of 9 lbs 1 sf (2 loos r aced materials all be placed o the uphill side f trenches. property stall diverted to a able outlet, ed nate channel, or pipe ay per acre). a detention fa ay c. ENIu nt from dewate ng operations all filtered passed Mroug an approved _ arrpl_ aH.M f ri—nn .1...c m ne_•e• .......eco.. ar 7oP t•a 6- V1 VIGW( I•ib• 9o1P4a/ DETAIL- OOPKL-O FENCE APiPURP QLA&AEaSTM PAP 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Clover. 5. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsfied asphalt applied at a rate of 200 gallons per acre. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restebilization shall be accomplished in accordance with Mese regulations. tApplitable safely regulations shall be complied with. shall be Where Caned ng or lowed s after rwlse (event TF flow e with d ewer If of (ting am to Fusion ad by op its I a len- pe or leis Of top Me auks; energy wide Iacent . or to enhal, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) DATE: 7/17/97 SCALE: n/o DESIGNED BY: GRO JOB NO. 135 SHEET 3 OF 3 Z N so F N o W N N W 0 cD Z N O _O (n el or I m N o Q >3 W a m C _ L o I O x A0 d' <C _> nn aw e I Z C a 00 3 u nun vx � m and O ,U a d eo c� e T pert d v C N plan W ble o' win 4 energy wide Iacent . or to enhal, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) DATE: 7/17/97 SCALE: n/o DESIGNED BY: GRO JOB NO. 135 SHEET 3 OF 3 Z N so F N o � o z off rate .r _O (n el or o Q >3 W a m C O x A0 d' J .�, vent r0 al v ^1 UP �x m and O ,U a d •O c� pert d f + plan W ble W F 41 � ITU Q N � N energy wide Iacent . or to enhal, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) DATE: 7/17/97 SCALE: n/o DESIGNED BY: GRO JOB NO. 135 SHEET 3 OF 3 ) � N so F N o � o z off rate .r energy wide Iacent . or to enhal, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) DATE: 7/17/97 SCALE: n/o DESIGNED BY: GRO JOB NO. 135 SHEET 3 OF 3 nu off rate .r el or o Q a m C O x A0 .r �� .�, vent r0 al v ^1 UP �x and O ,U a a •O c� pert f + plan ble energy wide Iacent . or to enhal, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. (EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00) DATE: 7/17/97 SCALE: n/o DESIGNED BY: GRO JOB NO. 135 SHEET 3 OF 3