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Home My WebLink AboutSDP200600043 Plan - Approved Final Site Plan and Comps. 2007-08-01TOTAL PARCEL AREA . . . . . . . . . . . . . . . . . . . RESIDUE AREA (PHASE II) . . . . . . . . . . . . . . . . . AREA OF PUBLIC ROW . . . . . . . . . . . . . . . . • • . PHASE I AREA . . . . . . . . . . . . . . . . . . . . . . . AREA OF LOTS . . . . . . . . . . . . . . . . . . . . . . . AREA OF OPEN SPACE . . . . . . . . . . . . . . . . . . . PERCENTAGE OF OPEN SPACE (PAR 12) . . . . . . . . . CURRENT ZONING . . . . . . . . . . • • TAXMAP . . . . . . . . . . . . . . . . . . . . . . . . . . NUMBER OF TOWNHOUSE LOTS . . . . . . . . . . . . . . DEVELOPMENT TYPE . . . . . . . . . . . . . . . . . . • . SOURCE OF TITLE . . . . . . . . . . . . . . . . . • • • . MAXIMUM BUILDING HEIGHT . . . . . . . . . . . . . . . . . SS RE IDS ENTIA 57.88 AC. (TM 78, PARCEL 12) 25.80 AC. (BY OTHERS) 4.29 AC. (BY OTHERS) 27.79 AC. 129 12.67 AC. (PHASE 1) 15.12 AC. (PHASES I & II) 26.1% (15.12/57.88) R-6 SITE PLAN TM 78, PARCEL 12 (PORTION) 210 LOTS (PHASE 1) CLUSTER GARAGES: DB 21997, Page 643 DB 21088, Page 461 35 FEET 180 TOWNHOUSE LOTS FRONT 25' SIDE 10' REAR 20' *NOTE: �`n I Irl ;.it?; �.tber�trle �;ounty Cade The side setback reduction Lo 10 Is rnet by complying y 9 S�cticr� 4.11.3. (IMPERVIOUS COVER. TOTAL INTERIOR PARKING & TRAVELWAYS 136,122 `.S,F� - HOUSES, DRIVEWAYS & WALKWAYS 298'092 `,F�_-- -- PUBLIC ROADS 93,096 S•r, TOTAL (PHASE I ONLY) 527,310 `.S.F. (37.7%) PHASE I AREA (27.79 AC.) + R.O.W. (4.29 AC.) = 32.08 AC. PHASE I IMPERVIOUS AREA = 12.11 AC. PARKING TABULATION REQUIRED: TOTAL AREA 57.88 AC. UMTS (PHASE 1) 210 UNITS (PHASE 11) 129 UNITS (PHASE I & PHASE 11) 339 DENSITY 5.86 UNITS/AC, TOWNHOUSE LOTS FRONT 25' SIDE 10' REAR 20' *NOTE: �`n I Irl ;.it?; �.tber�trle �;ounty Cade The side setback reduction Lo 10 Is rnet by complying y 9 S�cticr� 4.11.3. (IMPERVIOUS COVER. TOTAL INTERIOR PARKING & TRAVELWAYS 136,122 `.S,F� - HOUSES, DRIVEWAYS & WALKWAYS 298'092 `,F�_-- -- PUBLIC ROADS 93,096 S•r, TOTAL (PHASE I ONLY) 527,310 `.S.F. (37.7%) PHASE I AREA (27.79 AC.) + R.O.W. (4.29 AC.) = 32.08 AC. PHASE I IMPERVIOUS AREA = 12.11 AC. PARKING TABULATION REQUIRED: APPROVALS COVER SHEET 210 UNITS x 2/UNIT 420 SPACES s - T GUEST P RKING 1 SPACE94 UNITS 53 SPACES ENGINEER TOTAL: 473 SPACES 10-1k-07 PROVIDED: 78-88 SITE PLAN SURFACE: ARB CONSERVATION PLAN 198 GARAGES: DEPARTMENT OF FIRE RESCUE STORM SEWER PROFILES 14 -p b (90) 2 -CAR GARAGE 180 25 (51) SINGLE -CAR GARAGE 51 26 (FRONT OF SING. GARAGES) 51 CN WATER & SEWER PROFILES AND DETAILC TOTAL: 480 SANITARY SE o� TOTAL NO. UNITS: TOTAL ANTICIPATED SEWER FLOW PER ACSA LETTER DATED 3-23-07: PEAK FACTOR (250% OF AVERAGE FLOW): A ArliarL * in THE PAVILIONS AT PANTOP PHASE I RIVANNA MAGISTERIAL DISTRICT ALBENIARLE COUNTY, VIRGINIA 210 270 GPD*210 UNITS = 56,700 GPD =141,750 GPD *NOTE: 18 UNITS FLOW TO EX. MH NO. 3 ABD 192 UNITS FLOW TO EX. MH NO. B9. THIS RESULTS IN 12,150 GPD PEAK TO EX. MH 3 AND 129,600 GPD TO EX. MH B9 I g e APPROVALS COVER SHEET DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ' PLANNER/ZONING s� s - T �a a` ENGINEER ' , E� 10-1k-07 INSPECTIONS��. 78-88 SITE PLAN tv ARB CONSERVATION PLAN 13-19A GRADING AND LANDSCAPING PLAN DEPARTMENT OF FIRE RESCUE STORM SEWER PROFILES 14 -p b ALBEMARLE COUNTY SERVICE AUT 0 ITY STORM DRAINAGE MAPS 25 VIRGINIA DEPARTMENT OF TRANSP RTATION 26 HEALTH DEPARTMENT e4:4/1 CN WATER & SEWER PROFILES AND DETAILC I g e ( 62-Z COVER SHEET 2 s - T T Seg a` _ 4 E� '. 5-11 78-88 SITE PLAN �z L=� CONSERVATION PLAN VICINITY SKETCH SCALE: 1 " = 2000' OWNER/,APPLICANT NORTH PANTOPS TOWNHOUSES, LLC P.O. SOX 8147 CHARLOTTESVILLE, VIRGINIA 22906 [C T, -41 � SOUTHERN DEVELOPMENT 170 SOUTH PAN -FOPS DRIVE CHARLOTTESVILLE, VIRGINIA 22911 (434;) 245--0894 CONTACT: MR. ARMSTRONG SHEET INDEX 1 c1 COVER SHEET 2 s - T T Seg ? 4 E� TYPICAL SECTIONS AND DETAILS 5-11 78-57< SITE PLAN �z L=� CONSERVATION PLAN 13-19A GRADING AND LANDSCAPING PLAN 20-23 I} I� STORM SEWER PROFILES 24 r w STORM DRAINAGE MAPS 25 � d - N � STORM DRAINAGE CALCULATIONS 26 ACSA DETAILS 27-35A CN WATER & SEWER PROFILES AND DETAILC rs ROAD PROFILES VICINITY SKETCH SCALE: 1 " = 2000' OWNER/,APPLICANT NORTH PANTOPS TOWNHOUSES, LLC P.O. SOX 8147 CHARLOTTESVILLE, VIRGINIA 22906 [C T, -41 � SOUTHERN DEVELOPMENT 170 SOUTH PAN -FOPS DRIVE CHARLOTTESVILLE, VIRGINIA 22911 (434;) 245--0894 CONTACT: MR. ARMSTRONG SHEET INDEX 1 c1 COVER SHEET 2 PARCEL OVERVIEW 3-3A NOTES AND TABULATIONS 4 E� TYPICAL SECTIONS AND DETAILS 5-11 SITE PLAN 12 L=� CONSERVATION PLAN 13-19A GRADING AND LANDSCAPING PLAN 20-23 I} I� STORM SEWER PROFILES 24 r w STORM DRAINAGE MAPS 25 � d - N � STORM DRAINAGE CALCULATIONS 26 ACSA DETAILS 27-35A CN WATER & SEWER PROFILES AND DETAILC 36-38 ROAD PROFILES GENERAL NOTES 1. All construction shall conform to existing State and County building codes. It is the contractor's responsibility to be aware of all applicable standards and specifications as well as required methods of construction. The contraction shall have approved and current drawings in his possession at the construction site at all times. 2. No title report was furnished. However, this property is subject to any existing easements, covenants and servitudes of record. 3. The topographic survey shown hereon was prepared by Louisa Aerial Surveys and is based on U.S.G.S elevation datum. The contour interval is two (2) feet. 'VERTICAL DATUM BENCHMARK: #HW0496 and an Existing Manhole, by a previous survey performed by Roudabush, Gale & Associates, dated May 2003. 4. Boundary information shown is based on a Plat prepared by Rivanno Engineering & Surveying, PLC. recorded at Deed Book 2997, Pages 646-650. No field surveys have been performed by The Engineering Groupe, Inc. in the preparation of this plan. All existing conditions are based on field surveys by others. 5. This site is located in a Development Area and is not within a reservoir watershed. 6. No subsurface investigation has been performed by The Engineering Groupe Inc. to attest to the soil conditions or to the presence of toxic or contaminated waste. 7. The proposed development shall be served by public water and a public sanitary sewer gravity systern as shown herein. All proposed water and sanitary sewer construction will be {constructed to Virginia Department of Health (VDH) and Albemarle County Service Authority (ACSA) Standards & Specifications. 8. The property/ shown herein is located in Zone X, according to FEMA Map No. 51003CO287D, dated February, 4, 2005. 10. Stormwater Management and Public Roads access being provided others. See Construction (Plans prepared by Domionion Development Resources, titled Luxor Phase III dated 6-15-05. 11. A Water Pressure Analysis was provided by The Albemarle County Service Authority. Fire Flow from the nearest existing public Fire Hydrant (approximately 775' from the site) is 2113 GPM of 20 PSI Residual Pressure. 12. Any existing cemeteries and/or gravesites found on this site shall be preserved in accordance with County .:nd State regulations. At this time, no cemeteries or gravesites are known to exist on this site. 13. All proposed private streets shownon 'this plan will be designed and constructed to meet Albemarle County and VDOT criteria for mountainous terrain. Public Roads shown by others will be constructed sand dedicated to Public Use by others to provide public access to this site. 14. No historic buildings or features (ire known to exist on this site. 15. .Jurisdictional wo ionds areas have not been investigated by The Engineering Groupe,inc. in conjunction with the preparation of this plan. 16. All HVAC Equipment for the Livingston Units on Lots #1-#16 shall he- placed at the rear of the units, 17. The Enginee, ing Gi oupe, Inc. is not responsible for the means or methods of construction. CONSTRUCTION NOTES 1. Th_- ,.,;,ntractnr I c°! obtain all necessary permits prior to commencement of any land disturhing ccf a,. _, 7,,. 2. The _ ~;r m,_ anent shall be responsible for determining the exact location of any existing urge grourid utilities prior to the beginning of construction. Utilities shown hereon are based cri .ii= ' "I information. If during construction operations the contractor should encounter any t,0`lities other than those shown on these plans, he shall immediately notify the engineer and tak( necessary and proper steps to protect the facility and assure continuance of services. Any damages Which occur by failure to locate or preserve these utilities shall be the resnaon,s bil'O v of the contra ;tor. 3. En eer-d �,i)od be apr.:roved select materials and shall be placed in six to ey^ ;tt^l 4jyer,�3 :ith wa iform compaction throughout. Each layer of engineered fill shall be :Vompac-tec: gat ,,,)P mur,a3 ;Moisture, plus or minus two percent, to a density of not less than 95 percent. in occe dance with A.A.a.H.T.O. T-99 or A.S.T.M. D-698. 4. It shall b,; the kre;;ponsiLiiity of the contractor or developer to have sufficient soils and foundatic, cestl!ng performed to determine that the support values and C.B.R.'s are adequate for tit(:: standard{,hl own on this plan. 5. All fill m,ateric<'s and their subgrode will be approved by the soils engineer for this site. Compact ,.;, Tests will be required on controlled fills. 6. /Ail construction involving problem soils must be performed under the full-time inspection of a professional geotechnical engineer. 7. 11"he contractor shall perform necessary grading to preclude the ponding of water in the roadways and on all lot areas. 8. Test pits shall be required prior to construction to adequately determine the locations of existing underground utility lines. 9. Prior to any clearing & grading on slopes 25% or greater, all surface drainage will be routed away from the area to be graded. 10. Temporary chemical toilets shall be provided as required by VDH. 11. All pavement markings shall be in accordance with the Federal Manual on Uniform Traffic Control Devices. 12. Any traffic control signs, pavement markings, guardrails and/or paved ditches deemed necessary, by VDOT staff shall be furnished and installed at the developers expense. 13. Unless otherwise noted, pipe used for storm sewer construction shall be Reinforced Concrete, Cllass III Wall "B" (ASTM C76). 14. If precast structures are to be used in lieu of the standard VDOT approved precast sitructures specified on these plans, written approval of the shop drawings prepared by the design engineer shall be obtained prior to ordering or installation of the structures. 15. IRefer to VDOT Roand and Bridge Standards and specifications (current editions) for c(onstruction details not included herein. 16. (Prior to any work within a dedicated VDOT right-of-way, the contractor shall obtain an eintrance permit from VDOT. aY fie ft AV Nit F#AEL F Av EBS > . Lic, No. 'i CURVE RADIUS 45.00' ARC 5-8.76' DELTA _74_`�4_8'48" TAN 34.41' - BEARING S 31*07'17" E CHORD 54.67' C1 C2 72.50' 87.95' 9-9-73-0-29- 50.30' N 2828'07" VF _W_ 82.66 - C3_ 1 00-00' /Lzo ___ fO �4934 - 37.22' S 59*32'1 8" 69.79' C4 300.00' 53.7W ------- 10*1ra"00" =�, 26.95 S 14*4-444" E 53.68' - C5 - ----- 135.09' __T174_7'26" 51.38 4-1 W35" 26.00' N 20*30'27" w 51.07' C6 32.501 31.40 __�5-21135" 17.05 N 59'04'58" W 30.19' __ C7 62.50' 30.32' ---:4- 27 7,291- - 15.46, - 72-52-01 - If— 30.02- C8_ - 32.50' 27.04 4 ---- 9144" 14.36' N 82'48'09" 24.62' C9 - ___�2_7.50� 31.82' 50*1 X54- --T-535f -1 S 82-42'54" 278.01 C10 327.5 01 36.T6-7- 06-20'37 8.1 5' - S 54-25'39" E 36.24' C11 175.00' _,=5=._6z5=_' - �1 - 1 _9'0 2 49.05' -61.1 W JE N 66*54'51" )W _w - 4.47' C12 131.50' 11 4.39' - Tq-:5 0, 2-2 O' S 72'30'26- W J10.8 -V C13 35.00' 59.33 97*07'09 39.64 00*M20" E _89-5613" 52.48 C14 35.00' 51.74! 94 �4V55"� -------- �' 31.90 E 47.16' C15 21 0.00' 39.18� 1 0*41'23 19.6V S 52*55.57* W 9.12' C16 21 0.00'- --i-94. 97' 40" 105.15- 1 30.56' C17 210.00'. 78 -OC 1 *1 WW 39-45 N57 -53!16'W- 77.55! C18 272.50 80.19 16'51'38" 40.39' S55*40'40"t 79.9 C19 272.50' 19.5.151) :3- jo 9,02� loo.94! S84 -26'00"E i 89. C23 32.50' .5 /.Zl 3- 2o.94! -8.50' N42 -26'42"E 35.21' C21 62.50'- 16.89' 15*29'1 2" i6.05' 7*233i"W 16.84' C22 32.50' .61- 9-15,14- 18.48' N04 -29-29-W 32.13 C23 32.50-' 3-0.79' __]�4_17'01" -T-570-SO5" 16.66' =_z=_1 8.26 S61'1 5'37"E N80*52'35"W 29.65' 16.37' C2 4- C25 62.50' 32.50' 16.42 6*77 64*49'17 20.63' N74*14'19"E 34.84' C26 279.50' 61 08 261.08' P 53*31 14U V14 N15-04'06 -E 51-69' ____ ----30.56-- C27 32.50' 3T8_2_' 3 . 82 C28 62.5T 8. 2 56' 28.56' 474V24,"E_-_ ----28.31- C29 22.56 23.39' C30 C31 22.50' 62.50' 23.39'/ 27.39'/ C32 32.5_____ 0 �7" 16`2 31.92 , C33 379.507 2iO 1 �lr 11nvo 22 00! 1 C34 379.50* 2 2t7.2 N 3,2' 1 2"W,, -87' �6 9-5 O' �25 ,�52,'/,, CURVE RADIUS ARC DELTA TAN _0' BEARING CHORD C36 4,30.50' 336.03' 44*43'23" 17TI S58*01'1 5l"E -S5B'50'51-E 327.57' C 3 7 Sa -9.5 O' __�_92_.79' - 43-0,V1 O' -T53 -76' 39.27-- 285.94! C38 31 0.5(Y �_76.7,V - Ti _�O_ S -3r 141.86' N64'51'08*W- 273.37' C57 4:20.50' 51-80' 4-1 W35" 129.80- N32 -10-02-W 248.06' C40 *20.5V 24.37' 031 9*1 6' 12.19' N13'21'06"W 24.37' C41 32.50' 31.82' 56*05'23" 17.31 ' SS9*44'09"E 30.56' C42 162.50' 24.78' 22*42'51 " 12.55' N56*25'25"W 24.62' C57 32.50' 31.82' 56*05'23" 17.31' S73*06*41"E 30.56' C44 279.50' 291.19' 59*41'347 T60.37' N48-59'5`IT 278.20' C45 3,20.50' 143.04' 2534'13" 72.73' S31'56'11"W 141.85' C46 279.50' 78.35' 16'03'39" 39.43' N36*41'28"E 78.09' C47 320.50' 74.42' 13*1 8'1 2" 37.38' N38*04'11"E 74.25' C48 279.50" 'i24.74 25*34!1 3" 63.4V S31-56*1 1"W 123.70' C49 S20.50' 333.91' 59'41'34!' 183.90' N48*59 40 51 $$I E 319.01' C57 32.50' 31.82' 56*05'23" 17.31' ___§5_0*47'56*W 30.56' C57 162.50' 23.61 2 I - 3 5-4 u- 11.95' N33 -3435"E 23.47' C57 32.50! 31-82' !�6 05!22"� 17.31' S1 6*21'1 4"W 30.56' C57 MOM- 314.69' 56-1524 171.33__'�_ -6*26'1 4"E 302.26' C57 ZZ50' 28.03' 49-24'54- 14.95' S19*51'29*W 27.17' C57 :62.50 31.42- 28*48'23" i6.05' N09 -33'13-E' 31.09' C57 32.50+ 31.40' 1 55'21'35" T7. 0-5 ' S03-43'23"ff_ 30.19' UNE BEARING DISTANCE L1 S 631 322" E 31.96' L2 N 31-24-10- W 8.65' L3-- --_N_ 58*35'50" E 21.50' L4 N 31-241.0" W 16.99' L5 S 16*3WOl" _E- 6.01 L6 N 49*31'54" W 39.27-- L7 N 47*42'50" W 110.61' L8 S 47*35*1 5" W 33.96' Ljj�� S 54-26'27- W 46.09' L10 _--8--47,*35'1 5" W 41.34' L11 S47'14'5f"-E��-_ 73.15' L12 S42*45'09"W L13 S1 4*45'31 *E 8.00'-- L14 N34'07'06*W 2.27' L15 N55*52'54"E 39.03' L16 S34*07'06"E 6.79' L17 S78*50'WW 9.92' L18 N1 1'09'22"W 41.14' L19 I N78 -50-38-E 9.92' L20 I N11*41'28"W 16.58' L21 N23*40 , 30"W 37.35' L22 N11*41'28'W 16.58' L23 N44-4317 E__ 20.73�- L24 N 4 4_�4_1 4 1 �'F W0.77 3 - LL25_j,-�1-24'10-E n- is gg, I IIIIIII----- - --- I654.7j, II14" IIC.) fIIII0) IIASHCROFT r IIIDB 693-780 IITM 78A 001 ZONED: PRD I\\S, IIIIIIIIu3r-: mtZAIJUNTIAL IfIIIIII760 16' IIIIIIIII\RE I'DUE OF", 'PA CE 3E P�`ASE, IR 4 t�_,r_ +1 AiIIIIIII;Oor IJ IIIIIIIIII> IIIIIIr IIIIIINSET IIIIc_ IIH�ET 11'al IIIIIIIIijl 1, IIIIlIIIIIS I-uyu IIIIf49-19'2 IRCU- - 1-2-' IIIC2� IIliIIIlitIIIIIIIIIIll60, 0 IIIlI777 IIIIII28 IEF If4 I........... IW -ffMINISTER ANTLRBUR�Y) IES IOF THE BLUE RIDGE f IDB 1594-8 TM 78-PAR.55AG 0 I H U'R T, IN STME-NT/ C(n). USE: RESIDENTIAL 7 LL T Izi f�ZON IfHbT�L� _j IlIIIIACTIVE OPEN SPACE PASSIVE OPEN SPACE I52 7 IIIE SC I H IIEDULE IIII< IET �6 CENTR EPHONE Ir VP�NY F )VI INIA, INC., IqB 1 -7 I7 -P 55 IB tINED: �,USE: h0MI4q1NICATI0N FA�gTY IIIIIfC\ IOOL m </ 3 IIIHEETI48 W- itIDB 4 ITqW �I _,),TM 8 PA A I270 A; UL Q Zi WPNED: I4 I�OiSIDUE-& 1 Y/ Tm )a IzNEW R E IIIP NTOPS, 2801-5 IIII78- PAR.12 II.752 ACR 4)v IES IIDI3 1515-6� I7 IIZONED: USE: VACANT! Iy NIGEL BRA I/ ,!i /ifila TM /8-PAR.5% �,q 7 7 /Vjv /Yr% < I7, IIIII7.7-7 100 0 OND I REQUIRED ACTIVE AREA: 7" 200 S.F. / UNIT 42,000 S.F. 0.96 AC. *ACTIVE AREA PROVIDED (AREAS A, 8, C, D, & E) 55,689.9 S.F. 1.28 AC. PASSIVE OPEN AREA: 602,820.4 S.F. 13.84 AC. TOTAL: 658,560.3 S.F. 0 15.12 AC. AMENITIES INCLUDE: FOUR (4) TOT -LOTS f2 ONE (1) FULL BASKETBALL COURT EACH TOT LOT SHALL INCLUDE THE FOLLOWING AMENITIES: ONE (1) SWING (FOUR (4) SEATS) ONE (1) SLIDE TWO (2) CLIMBERS ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES 444k40######0 0,111 UP700, MIC EL F U No. 28 009 4L4NJ 0; 4LLENGINEERING GROUPIE PROJECT STATUS DATE�: 4/17/2006 GRAPHIC SCAIZ 04/20/07 BID SET SCALE: 1" = 100' 08/01/07 BID SET 100 200 400 DESIGNER: MFM DRAFSMAN- ARC IN FM FILE NO. SP-002CH I inch = 100 & DATE ACTION SHEET 2 OF 38 1 7" cf) z L' 0 f2 I4-4 V) Z V):� Z -0 0 I14 i Ld ry CL Lu w �>- 0 0 [--4 U) < M 0 0 0 z Lij z Eli �7_ z > cn:2 M ;7 :D 444k40######0 0,111 UP700, MIC EL F U No. 28 009 4L4NJ 0; 4LLENGINEERING GROUPIE PROJECT STATUS DATE�: 4/17/2006 GRAPHIC SCAIZ 04/20/07 BID SET SCALE: 1" = 100' 08/01/07 BID SET 100 200 400 DESIGNER: MFM DRAFSMAN- ARC IN FM FILE NO. SP-002CH I inch = 100 & DATE ACTION SHEET 2 OF 38 1 7" cf) z L' 0 f2 V) Z V):� Z > < i Ld ry CL Lu w �>- 0 7- rl\ [--4 U) < M 0 0 0 z Lij z Eli �7_ z > cn:2 M ;7 :D n- 0 0 0 CO M M V) < V) < < < (O 0 (O r-, r- 000 N to -t LJJ 00 (jo 0 0 n U') t- 0 0 0 0 1= 444k40######0 0,111 UP700, MIC EL F U No. 28 009 4L4NJ 0; 4LLENGINEERING GROUPIE PROJECT STATUS DATE�: 4/17/2006 GRAPHIC SCAIZ 04/20/07 BID SET SCALE: 1" = 100' 08/01/07 BID SET 100 200 400 DESIGNER: MFM DRAFSMAN- ARC IN FM FILE NO. SP-002CH I inch = 100 & DATE ACTION SHEET 2 OF 38 1 7" z P:; w �>- 0 7- rl\ [--4 U) >4 E-4 z z 444k40######0 0,111 UP700, MIC EL F U No. 28 009 4L4NJ 0; 4LLENGINEERING GROUPIE PROJECT STATUS DATE�: 4/17/2006 GRAPHIC SCAIZ 04/20/07 BID SET SCALE: 1" = 100' 08/01/07 BID SET 100 200 400 DESIGNER: MFM DRAFSMAN- ARC IN FM FILE NO. SP-002CH I inch = 100 & DATE ACTION SHEET 2 OF 38 1 ._.._ G&APA 10"Aft .Fffh~ I A Mf 4nft-I w I termA w d c f'VV 1krM ALBC&IIARLE C%,,,. SAL CONsrRUC`? M (VOTES MRrPWATE ROADS AM PUBLIC ROADS ion of all proposed roads within the development will be 1. Constructioinspection P The must notify the Department of 7'. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly made by the County. contractor Community Development (296-5832) 48 hours in advance of the start of adhered to. construction. a. Road plan approval for subdivisions is subject to final subdivision plat fine and preparation of the roadbed subgrade, validation. Should the final plat for this project expire prior to signing and 2. Upon completion of grading the contractor shall have CBR tests performed on the subgrade soil. Three recordation, then approval of these plans shall be null and void. (3) copies of the test results shall be submitted to the County. If a 10 is not obtainable, a revised pavement gl, All si ns or other re ulator devices shall conform with the Manual for 9 9 Y Road Naming subgrade soil CBR of or greater design shall be made by the design engineer and submitted with the test Uniform Traffic Control Devices and the Albemarle County and Property Numbering Ordinance and Manua!, and Virginia Work Area Protection results for approval. Manual. 3. Surface drainage and pipe discharge must be retained within the public to acceptance by the County. All 1 0. Traffic control or other regulatory signs or barricades shall be installed b g y g y they right-of-way or within easements prior to be extended to a boundary line or a the developer when, in the opinion of the County Engineer, or designee, drainage outfall easements are are deemed necessary in order to provide safe and convenient access. natural watercourse. ROOT 4. Guardrail locations are approximate. Exact length, location and appropriate Additional 111. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. end treatments will be field verified at the time of construction. guardrail may be required at locations not shown when, in the opinion of the 112. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the County Engineer, or designee, it is deemed necessary. When guardrail is installed four (4) feet offset from the edge of pavement subbase material at all cut and fill transitions and grade sag points as required, it shall be to the face of guardrail, and roadway shoulder widths shall be increased to shown on the road profiles. seven (7) feet. 113. A video camera inspection is required for all storm sewers and culverts that SEE PLAN are deemed inaccessible to VDOT or County inspections. The video inspection 5. Where urban cross sections are installed, all residential driveway entrances shall be conducted in accordance with VDOT's video camera inspection shall conform to VDOT CG -9(A, B or C). procedure and with a VDOT or County inspector present. 6. Where rural cross sections are installed, all residential driveway entrances CAL. shall conform to VDOT standard PE -1. CONSIMATM QBE Com. SE:�M A�� 1. ALL TREES TO SAVED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT ■ WAITM + SE WM �� CLEARLY VISIBLE TO EQUIPMENT OPERATORS. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE 2. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND 1. AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR APPROVED BY A COUNTY INSPECTOR. NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE 3. TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE WORK. CONTRACTOR ON SITE. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED 10,472 SF WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, 4. HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS TREES TO BE SAVED. NECESSARY. 5. SOIL EROSION AND STQRMWATER DETENTION DEVICES SHALL NOT ADVERSELY 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT AFFECT TREES TO BE SAVED. EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS PIN OAK (LARGE) AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE 32 SAVED. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 7. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY TREES TO BE SAVED. (1-800-552-7001) 8. SILT FENCING USED AT DRIPLINE OF TREES SHALL ACT AS PROTECTIVE FENCING 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER FOR TREES TO BE SAVED. MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FiRE HYDRANT LINES, SERVICE LATERALS AND WATER LiNES, 9, FENCING SHALL BE iN PLACE AND SHALL BE INSPECTED AND APPROVED BY A 12.0 COUNTY INSPECTOR PRIOR TO THE COMMENCEMENT OF GRADING OR CONSTRUCTION. ETC 12+ 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF 10, TREE WELLS ARE TO BE USED WHEN GROUND LEVELS MUST BE LOWERED OR ROADSIDE DITCHES. RAISED WITHIN DRIPLINE OF TREES TO BE SAVED. 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE 11. PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING FINAL CLEANUP. RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. EEATED IMMEDIATELY BY PRUNING FERTILIZATION OR f : ♦ • PHASE 1 AREA: 27.79 ACRES TOTAL CANOPY REQUIRED: 0.20 x 27.79 ACRES = 5.56 ACRES NEW CANOPY PROVIDED: 171,191 SF/ 43,560 = 3.93 ACRES CANOPY PRESERVED: 1.41 ACRES ® 125% = 1.76 ACRES CANOPY TOTAL: 5.69 ACRES PARKING LOT LANDSCAPING REQUIRED: 193 SURFACE PARKING SPACES/ 10 = 20 TREES REQUIRED PARKiN LOT AREA: 135,622 SF x .05 SF = 6,781 SF 1 TREE/50 SF = 136 PARKING LOT TREES LANDSCAPING PROVIDED = 145 TREES LAi�[�+CAPE EM NOT 1) TREE LOCATIONS SHOWN ARE APPROXIMATE. 2) TREES SHALL BE LOCATED AWAY FROM SANITARY SEWER LATERALS & WATER SERVICE LINES CONNECTING TO THE HOUSE. 3) BACKFILL TREES AND SHRUBS WITH TOPSOIL AND PEATMOSS (OR LEAF MOLD) 3:1 RATIO BY VOLUME. 4) ALL PLANT MATERIAL TO BE NURSERY GROWN AND COMPLY WITH CURRENT "AMERICAN STANDARD FOR NURSERY STOCK" PRACTICES. 5) SPRAY TREES AND SHRUBS WITH ANTI -DESICCANT, IF FOLIAGE IS PRESENT. 6) ALL DISTURBED AREAS SHALL BE SEEDED. 7) TREE PROTECTION FENCES (TREE PROTECTION AND SILT FENCE) SHALL BE INSTALLED AS A FIRST ORDER OF CONSTRUCTION. 8) TREE COVER IN EXCESS OF THE REQUIRED AREA FROM THIS SECTION MAY BE USED TO MEET CANOPY COVERAGE REQUIREMENTS FOR FUTURE SECTIONS. Evergreen Tree Planting Detail Not To Scale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, DOUBLE STRAND #12 GAUGE WIRE WITH HOSE: AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE 12. DAMAGED TREES SHALL 12. TR , OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. 13. TRENCHING AND/OR TUNNELING, WHEN REQUIRED, SHALL BE DONE AS FAR AWAY FROM THE TREE DRIPLINE AS POSSIBLE. 14. TUNNE14NG UNDER A TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT iS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. AF ENQIE.EF wTES fl 'v1"i � Rn" 1. Prior to any construction within any existing public right-of-way, including connection •to any existing road, a permit shall be obtained from the Virginia Department Of Transportation (VDOT). This plan as drawn may not accurately reflect U{ e requirements of the permit. Where any discrepancies occur the requiserne-vis of the permit shall govern. 2. A`s; mc;f,.;ra!s and construction methods shall conform to current sDe::i icaJons and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading of other construction. 4. All s!„r,s and disturbed areas are to be fertilized, seeded and mulched. 5. The, rnc,imum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Cless 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). C&AF►R COMPLWCE W H 7 NOTE. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND MAINTAINED, AT MATURE HEIGHT, THE TOPPING OF TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Tree Planting and Staking Detail Not To Scale DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE ---0 w___-_- s --ALL- i__ 1w.aawA1 rvvwiw a 1nata w yu 56mm Ai m%x iftr %nvwop1/ CWwal Water and Sanitary 8~ Notes, Augt* 2006 1) All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998, except as modified below. 2) All construction materials and methods of construction must be approved by RWSA prior to he start of work. 3) The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4) RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business days prior to the start of construction. 5) All work is subject to the inspection and acceptance by RWSA. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested prior to connecting to the system. 7) The location of existing utilities; is shown on the plans from data available at the time of design and is not necessarilly complete or correct. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8) Erosion and sediment control facilities shall not be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. No grading or filling shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9) No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the; blasting plan from RWSA. Ground monitoring during blasting and a pre -blast survey may be required. Damage due to blasting to any utilities shall be repaired by thle Contractor to the original condition at no additional cost to the Owner. 10) In addition to minimum separcation requirements for utility crossings, when a crossing is made under an existing faciility, adequate: structural support shall be provided for the existing pipe. Backfilling t%he area of the crossing with compacted 57 stone to the springline of the existing pipe will be required. 11) New water main installations s3ha!I be tested, chlorinated, flushed and water samples approved prior to making any (permanent connection to the public water system. Approved methods of filling avid flushing new water mains will be required to eliminate any possible cross -connection to the public water system. 12) All easements for new RWSA lfacilities shall be recorded prior to placing the new facilities into service. 13) No permanent structural faciliities will be permitted in the RWSA easement. This includes building overhangs, r(etaining walls, footers for any structure, drainage structures, etc. 14) Trees are not permitted in the RWSA easement, TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES NTH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE LANDSCAPE TABLE CALCULATIONS FENCE LINE EXISTiNG INDEX CONTOUR ~ -a - ` 320 PROPOSED CONTOUR 20 COVERAGE COMMON NAME EX. E/P PROPOSED EDGE OF PAVEMENT TIO �j E/P • EXISTING WATER VALVE - AT 10 YEARS UNIT TOTAL BOTANICAL NAME SYMBOL SIZE QTY. ROOT SPACING REMARKS DECIDUOUS TREES T-1 WASHINGTON HAWTHORN (ORNAMENTAL) 42 1 1/2- 36 B&B SEE PLAN -- 145 SF 5,220 SF EXISTING STORM SEWER Cratere us phaenee2rum PROPOSED STORM SEWER CAL. 15" RCP COUNTY DESIGN & CONSTRUCTION STANDARDS MANUAL EXISTING SANITARY SEWER 1234 VPD PROPOSED BUILDING ENTRANCE T-2 SOUTHERN CATALPA (ORNAMENTAL) a 1 1/2- 34 B&B SEE PLAN -- 308 SF 10,472 SF PROPOSED ELECTRIC SERVICE Catalpa bi noides E CAL. EXISTING GAS LINE G G PROPOSED GAS LINE (PROPOSED BY OTHERS) G T-3 PIN OAK (LARGE) -V&k 3 1/2" 32 B&B SEE PLAN -- 471 SF 15,072 SF - Quercus polustris CAL. EXISTING SPOT ELEVATION 12.0 PROPOSED SPOT ELEVATION 12+ T-4 RED MAPLE (LARGE) 31/2- 93 B&B SEE PLAN -- 510 SF 47,430 SF T-1 Acer rubrum & cvs. CAL. T-5 GOLDEN WEEPING WiLLOW (LARGE) 2 1/2- 29 B&B SEE PLAN -- 907 SF 26,303 SF Salix alba CAL. • T-7 FLOWERING DOGWOOD (ORNAMENTAL) • 6'-7' 10 B&B SEE PLAN -- 124 SF 1,240 SF Cornus florido HT. T-8 HACKBERRY (LARGE) 0 1 1/2- 36 B&B SEE PLAN -- 572 SF 20,592 SF Cel tis occidentalis CAL. T-9 NORTHERN RED OAK (LARGE) +w, 1172- 39 B&B SEE PLAN -- 424 SF 16,536 SF Quercus rubra CAL T-10 TULIPTREE (LARGE) 1 1/2 " 38 B&B SEE PLAN -- 387 SF 14,706 SF Liriodendron tuiipifera CAL. T-11 COMMON CHESTNUT (LARGE) 1/2" 27 B&B SEE PLAN -- 499 SF 13,473 SF Aesculus hippocastanum ``h1 CAL TOTAL: 374 TOTAL: 171,044 S CONIFEROUS TREES T-6 JEASTERN RED CEDAR (SCREENING) ® 4'-5' 23 B&B SEE PLAN -- 16 SF 368 SF JJNIPERUS WRGINIANA HT. TOTAL: 23 TOTAL: 368 SF I i:-ri:-nin EXISTING INTERMEDIATE CONTOUR?..._- --.-- -- FENCE LINE EXISTiNG INDEX CONTOUR ~ -a - ` 320 PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT PROPOSED WATERLINE W/ TEE -W EX. E/P PROPOSED EDGE OF PAVEMENT TIO �j E/P • EXISTING WATER VALVE - EXISTING CURB AND GUTTER PROPOSED WATER VALVE EX. C&G PROPOSED CURB AND GUTTER Q CG -6 PROPOSED REDUCER TRANSITION FROM CG -6 CG -6R CG -6 It CG -6R HANDICAP RAMP (CG -12) EXISTING TELEPHONE LINE T T PROPOSED TELEPHONE LINE PARKING INDICATOR T INDICATES THE NUMBER OF TYPICAL PARKING SPACES EX 15" RCP EXISTING STORM SEWER CRITICAL SLOPE SLOPES TO PROPOSED STORM SEWER HE SEEDEp, MULCHED &TACKED PURSUANT TO SECTi 1100.00 PRINCE WILLIAM 15" RCP COUNTY DESIGN & CONSTRUCTION STANDARDS MANUAL EXISTING SANITARY SEWER 1234 VPD PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED SANITARY SEWER PROPOSED STREET LIGHT EXISTING ELECTRIC SERVICE E E PROPOSED ELECTRIC SERVICE E S1 EXISTING GAS LINE G G PROPOSED GAS LINE (PROPOSED BY OTHERS) G 396 PROPERTY LINE - -- EASEMENT LINE CENTERLINE - LIMITS OF CLEARING AND/OR GRADING EXISTING SPOT ELEVATION 12.0 PROPOSED SPOT ELEVATION 12+ EXISTING TREE DRIP LINE EXISTING TREE 15' OAK PROPOSED TREE 0 T-1 100 -YR FLOOD OVERLAND RELIEF AREAS OF PHASE I PAVEMENT FLOW LINE --.-- -- FENCE LINE X EXISTING UTILITY POLE 0 PROPOSED UTILITY POLE EXISTING WATERLINE W/ TEE -W ++-- PROPOSED WATERLINE W/ TEE -W tTl EXISTING FIRE HYDRANT TIO �j PROPOSED FIRE HYDRANT • EXISTING WATER VALVE - -W-o- PROPOSED WATER VALVE PROPOSED WATER METER Q EXISTING REDUCER --ya{-�-- PROPOSED REDUCER W STOP SIGN (RI -1) 'T HANDICAP RAMP (CG -12) DENOTES L ATiON OF STD. VDOT CG -12 AND OR JURISDICTIONAL j) STANDARD AMP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION ° ° w CRITICAL SLOPE SLOPES TO 11 HE SEEDEp, MULCHED &TACKED PURSUANT TO SECTi 1100.00 PRINCE WILLIAM m COUNTY DESIGN & CONSTRUCTION STANDARDS MANUAL VEHICLES PER DAY COUNT 1234 VPD PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET LIGHT PROPOSED STREET NAME SIGN oc Tj PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER S1 STORM DRAIN STRUCTURE IDENTIFIER ST 1 STORM DRAIN STRUCTURE IDENTIFIER STR (PROPOSED BY OTHERS) 396 County of Albemarle Conservation Platt Cliccidist - To be placed tits Landscape Plans (Handbook„ pp I I1 -U4-111-297 fur cum plete speciliratiions) 1. Tht,followin =I i�teml. shall be shown on -the -plan., !� Trr rite ttVcd,- LJM1ts o4 'cfwwing (om-.ide dripline ofimcs to be suvcd). rued type of pmtccdvc Irncing: Grisar _'Pingts requiring ircc wcl Is or walla IIS" Proposed Irwlching or twinaiing beyond the kraits orcle nring. All trcc$ I* he saver} shall be marl -cd with print or ribbon at a height clonrly visible to equipment opnmtors, IrNo gridiug shall bcgin until the ivte inarking has bear inspucted and approved by a County Inspector, 3_ %r.,.Mo Trcn pre vatinn a44 protection mcnsutrs shall be rcvicwcd with the cantmctor an site. 4. Mitipinmi, Operation and Storage or I...R. c°OVICnl, uchicular traffic and storage of wnsnttatinn ptatmials Including soil shall not be paanitted within the driplitim of trs= to br::vrl, 5. fil►lf i�sY+�rpn anti''toterls�;il�^.nrvt OC Such dc:viow shall not adversely affect trees In be saltveci 6, Fir"! Fug lire not pcirtnittefl within 100 feet of tho dripline oitrees to be !mved. 7,Mr-'Tuttle MA r a - Taa 415 shall not be stared within 100 ica of die dripliac oftt=t to he saved. H, Poo v . F .n d qgx Trom to be rcWt cd within 40 rcct ora proposed building or {trading activity shall be protceto i by fencing. Femiag Aid) be in Place and shall be lttg =Cd and Jippmved by it County inspccinr prior to grading or con:itruction. 9. Tree Wells - *';Zn the gmundl level must be raised within the driplitle ofa tree to be suvcd. It treo well shall lac proOdrxl and u construction detail taubmittcd ;For approval. 10. IMWUIIC What the ground lcvcl must be lowcrcd within the topline a tree to be savr.d, It tree wall shall be pruvidod., and a construction claW1 submitted for approvol i1. Treaehingggd Tgung.1ioi• W Whcn trenching i5 repaired within the limits orcicarinw It snail be done its rur away from the trunks c trees as pomiblm Tunneling under u Mtge um 511411 bo C0n$;*4ccd as an allcrnutive WhM It is Ianticiplded that necestsmy tro cciting will drstrny #seder atom 1r. eau ' Pwtccdvv raaeing 511all be the last iters removed during the fitwl clamup. Danlagcd trees r"lrali be t=tcd immcdiatcly by pruning, f=lirugnn or other rnedlods r:wmmcndcd by a tree sp=lalist. NOTIr„ IT IS THE DEMOPtR'S RZSPONSiBTTMY T4 CON Ff:R WITH THE CONI"RAC 01t O.N TREE CONSERVATfON REQVT"MICWM << 5.1 1, s` i k • i 00 el -11, j) rs ° ° w 11 m t ti oc 00 ®4 �� A MICHAEL F. Lic. Na 3028 t -c? �,0 �', �10NALs�a ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 FBID SET SCALE. N/A 08/01/07 1 BID SET DESIGNER: - FILE NO. M r • i j) 11 t �� •ir u • . � • i i +w, i • 00 ®4 �� A MICHAEL F. Lic. Na 3028 t -c? �,0 �', �10NALs�a ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 FBID SET SCALE. N/A 08/01/07 1 BID SET DESIGNER: - FILE NO. M r i j) 11 00 ®4 �� A MICHAEL F. Lic. Na 3028 t -c? �,0 �', �10NALs�a ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 FBID SET SCALE. N/A 08/01/07 1 BID SET DESIGNER: - FILE NO. M r M Date 06 28 07 (1) Project Name: THE PAVILIONS AT PANTOPS PHASE ONE 34 (Number) (2) Project Location: EX. TERMINUS OF ROLKIN ROAD (3) Consultants: ENGINEERING GROUPE. INC (4) Waste Treatment Facility. MOORE'S CREEK (5) Design Population: 210 UNITS*2.7 PERSONS/UNIT= 567 Numbed (6) Connections: 210 (Number) (7) Industrial Waste: NA (8) pipe Material: DUCTILE IRON AND PVC (9) Pipe Diameter (Inches) Length (Feet) 6» 8" 3954' D.I.P./1580' PVC 101, 0f9 12" 15" 18" 21" 24" (1) Manholes: (A) Standard (B) Drop (2) (A) Siphons & Pump Stations (B) Force Main (Size—Length) Authority Provide: Drainage Basin Sub Drainage Basin TOTAL FEET 5534 31 (Number 6 (Number) NA (Number) NA (Feeti Date 06 28 07 Project Name: THE PAVILI.ON_S AT PANTOPS PHASE ONE (2) Project Location: EX. TERMINUS OF ROLKIN ROAD (3) Consultants:—, ENGINEERING GROUPE INC (4) Sources: SOUTH RIVANNA (5) Design Population: 210 UNITS*2.7 PERSONS/UNIT= 567 (Number,) (6) Hydrolic Capacity. SEE WATER MODEL UNDER SEPARATE COVER (7) Pipe Material: DUCTILE IRON (8) Pipe Diameter (Inched Length (Feet) 4)) 6" 694' 4164' �r» 142' TOTAL FEET 5000' (1) Fire hydrant Assemblies 9 (Number) (2) Valves: (A) Gate 34 (Number) (B) Air Relief (Number) (3) Fittings: (A) Cross 0 (Number) (B) Tee 17 (Number) (C) 90° Ell 2 (Number) (D) 45° Bend 7 (Number) (E) 22.5° Bend 12 (Number) (F) 11.25° Bend 5 (Number) (G) Reducer 3 (Number) (H) Blow—off Assemblies 3 (Number) (4) Minimurn pressure at critical water meter 29.70 (20 psi required) Authority Provide: Booster Station Storage Reservoir ,Tx O FJ MICHAEL r28 � Lic. No. o —(,7 r 00�'s�s. ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET SCALE: N A 08/01/07 BID SET UNAI- 1 OMAN: AKQ FILE NO. SP-002CH DATE ACTION SHEET 3A OF 38 i" v� i e0 • 00 tom. `r= C,3 CV .: , „ " yam' �( lzd 0 -' Um • t o 0 N � f ,Tx O FJ MICHAEL r28 � Lic. No. o —(,7 r 00�'s�s. ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET SCALE: N A 08/01/07 BID SET UNAI- 1 OMAN: AKQ FILE NO. SP-002CH DATE ACTION SHEET 3A OF 38 i • • � f a E4CO � W � i a .a ff fa /f f -s i s ,Tx O FJ MICHAEL r28 � Lic. No. o —(,7 r 00�'s�s. ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET SCALE: N A 08/01/07 BID SET UNAI- 1 OMAN: AKQ FILE NO. SP-002CH DATE ACTION SHEET 3A OF 38 � � a E4CO � W ,Tx O FJ MICHAEL r28 � Lic. No. o —(,7 r 00�'s�s. ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET SCALE: N A 08/01/07 BID SET UNAI- 1 OMAN: AKQ FILE NO. SP-002CH DATE ACTION SHEET 3A OF 38 •_ __._ ...._ _ _._. FROM P2 FROM P8 FROM P6 FROM ,F P11 _ _.__.. :FROM P43 _ __... --_.__..., FROM �P46 _... TO P1 jTO P7 -....._..__ TO. P5 ! _ ._ P10 .._ _.. T P O 42 _ TO P45 _ . - _ ... SLOPE _.... ---o_.__-__ SLOPE 7.08 /o 0% SLOPE 20.1 - __,,- . SLOPE 1.90% _._.. _. SLOPE 11 50% SLOPE 16.50% _ ... _ CFS_....____ . _. _. _. 02.__ 1,56 CFS_ . _Q2 _.._ 2 23 CFS._...._... _- _.. _Q2 .._ 98 1 CFS.__ -- 02 ; 5 93 CFS_ . .__ Q2 :2.0 CFS _. iQ2 ;4.7 .. -.._. V2 13.7 FPS _.' __ _ __ V2 10.5 FPS _-__ . V2 16.8 FPS_.. __... .__ ... 19 6 FPS .;V2_._ __.. _ _.__._ V2 18 3 FPS . _____ .. V2 15 2 FPS _. _ -• __. --.__..._-..._. W0 1.23 SF __. HIO 1.23 SF._- _._.. HID123 SF ;HIO 7.07 Hl0 123_._.. WO 1.23 SF ---._ _ D 06 03 AUG. 14 2006: Per HAD ) S_ Per HAD 06-43 (AUG 14, 2006) Per HAD 06 03 AUG. 14, 2006): _. _ _. __.. ( __.. __... ;Per HAD 06-03 (AUG_ 14, 2006) __.._ Per HAD 06-03 (AUG. 14, 2406): Per HAD 06-03 (AUG 14 2006) ECIC 3 TYPE A USE ECA CLASS 3, TYPE A _ USE EC -1 CLASS 4, TYPE A USE ECA CLASS 4, TYPE B USE ECA CLASS 4, TYPE A _ _._....__ _.. _.._ .._ __..._ USE ECA CLASS 4, TYPE A - ._ __ c USE CLASS I DRYRIP_RAP)_.. _._._ __... NSE CLASS 1 DRY RIP __... E CLASS I DRY RIP -RAP _..(US._ -.__. ____- ._....._ _ _ ._..__ USE CLASS I DRY RIP RAP) _._ __. _. _. _ ; (USE CLASS 1 DRY RIP RAP) _. . (USE CLASS I DRY RIP -RAP) _ __ - _ H. 3.75, USE 5 L = 3*H = 3.75', USE 5' L - 3*H - 3.75', USE 5' _. , _.._ L =. WH_ -.15� _. _ _._ L = 3*H = 3 75', USE _ _ --_.. ___ L = 3*H 3 75 , USE 5 _ L -_3 _ S 3*S 3.75, USE S = 3*S = 3.75', USE 5' - __ S = 3*S 3.75', USE S' _. S = 5*S -15' _. __ . _...__. S = 3*S = 3 75', USE 5_.____ .. _. _ S 3*S 3.75, USE 5' _ . tT 38 MIN. _ T = 26" MIN. T = 26 MIN. T = 38" MIN...... _...._._ _._.__. T =_38 MIN.. ....:T = 38" MIN. - __._.. __...... 0.064 !LITirs • �� UNING dMAX f 0 A • • REAR C 1j-- 2-0 Ditch 1 Ditch 2 Ditch 3 A (Ac.) 1.85 1.05 0.37 C 0.52 0.61 0.68 CA (Ac.) 0.96 0.64 0.25 Q (cfs) 4.99 3.33 1.30 Q10(cfs) 6.54 4.36 1.70 n 0.05 0.05 0.05 Slope 22% 9.5% 17% Flow Area (sf) 1.01 1.02 0.46 Wetted Perimeter 3.18' 3.19' 2.80' Vz (fps) 6.06 4.00 3.44 deo (ft) 0.71' 0.71' 0.34' Lining EC -3 EC -3 EC -2 QMdcfs) 48.1 68.1 30.3 Side Slope 2:1 2:1 4:1 dMjft) 1.5' 2' it Critical Depth (ft) 0.92' 0.78' 0.41' Critical Slope (ft/ft) 0.055 0.058 0.064 C 1j-- 2-0 2-CA7R 2-CAR 2 -CAR 2-CAR2-CAR IMOR I SUN RM. I RM. nIiOR 1 SUN RM. OR I SUN RM.1 RM. I - 17 MOR1 RM.1 - -I--- 1 UNI M. MORI SUN IRM.1 GARAGE GARAGE �- RM. RM10� RM. RM.RM. RM. F E D > /A- RE':'1y I JR 0 F E D C J -REV 00 E I 20.0' C P A -REV I I i I I I FRONT FAIRMONT w/o GARAGE 20.0' - RFaR - -- 0 is I o UO FRONT 1 s1�� I IF! • - 1 * REFER TO BUILDING PLANS FOR PRIVATE DRAINAGE SYSTEM TO CONVEY ROOF RUNOFF FROM AREA BETWEEN TOWNHOUSE AND GARAGE FOR LOTS 17-29, 143-148, AND 193-200. 0 ACCESS EASEMENT=49' ** 6' 6.5' PVMT. 24' 6.5' W 5' 5' V CONC. CONC. s/w s/w 1 4" 1' CURB %-\ � � CURB i 1/4 1 1/4 1 r 1/� 4. 1 1.5" SM 9.5A 6" 21A STONE COMPACTED SUB -GRADE TYPICAL C►ETAIL - PRIVATE STREET WHISPERING HOLLOW LANE - 10+00 TO 16+08 VERONA COURT - 10+00 TO 11+22 62' ACCESS EASEMENT 9'x18' PERPENDICULAR PARKING** 1.0' 6.5' 9'x20' PARALLEL PARKING (5' S/W)** 24' TRAVEL AISLE 6.5' 5' 111 s/w s/w 4 a CURB* CURB* i : i 4" :. 1 /4" �' 1 4" . it * REFER TO PLAN FOR CONC. CURB SPECIFICATION: -- PAVEMENT SECTION VARIES, REFER TO CG -2 OR CG -6. DEVELOPER MAY SUBSTITUTE DESIGN NOTES ON SHEET 25 CG -7 AND/OR ROLL TOP CURB AT HIS DISCRETION. ** SEE PLAN FOR LOCATION OF PARKING SPACE AND PROPERTY LINES. TYPICAL DETAIL - PRIVATE STREET WITH PARKING- WHISPERING ARKING WHISPERING HOLLOW LANE - 16+08 TO 18+09 (END) MONTESSORI TERRACE - 11+34 TO 16+57 (END) PAVILIONS COURT - 11+09 TO 20+91 (END) VERONA COURT - 11+22 TO 15+44 (END) INI LOCATIONS AS l +OWN ON 3'** PLAN.*';'; 3'*s ALLEY 1 2 AND 4_- '1!-' EP TO EP PERPENDICULAR PARKING * ALLEY 3 - 2U EP am PARA LLEL P"RKING ALLEY 3 AND 4 *** PARALLEL PARKING ALLEY 1 ** 4" ' SLOPE VAM'J'_'s CURB* =PLAN\ - WHERE CURB IS SHOWN IN ALLEYS ON 1.5" SM 9.5A ROLL TOP CURB SHALL BE USED. 6" 21A STONE SEE PLAN FOR LOCATION OF PARKING - COMPACTED SUB -GRADE PROPERTY LINES. *** DRIVE AISLE IS EQUAL TO 20' AT PARKING SPACES FOR ALLEY 2 AND EQUAL TO 18' FOR A PORTIOIN OF ALLEY 4. TYPICAL TOWNHOUSE REAR 12.0' 2-CA7R 2-CAR 2 -CAR 2-CAR2-CAR PAINTED BRONZE 0 SUN C5 GARAGE GARAGE GARAGE GARAGE GARAGE FRONT 1 s1�� I IF! • - 1 * REFER TO BUILDING PLANS FOR PRIVATE DRAINAGE SYSTEM TO CONVEY ROOF RUNOFF FROM AREA BETWEEN TOWNHOUSE AND GARAGE FOR LOTS 17-29, 143-148, AND 193-200. 0 ACCESS EASEMENT=49' ** 6' 6.5' PVMT. 24' 6.5' W 5' 5' V CONC. CONC. s/w s/w 1 4" 1' CURB %-\ � � CURB i 1/4 1 1/4 1 r 1/� 4. 1 1.5" SM 9.5A 6" 21A STONE COMPACTED SUB -GRADE TYPICAL C►ETAIL - PRIVATE STREET WHISPERING HOLLOW LANE - 10+00 TO 16+08 VERONA COURT - 10+00 TO 11+22 62' ACCESS EASEMENT 9'x18' PERPENDICULAR PARKING** 1.0' 6.5' 9'x20' PARALLEL PARKING (5' S/W)** 24' TRAVEL AISLE 6.5' 5' 111 s/w s/w 4 a CURB* CURB* i : i 4" :. 1 /4" �' 1 4" . it * REFER TO PLAN FOR CONC. CURB SPECIFICATION: -- PAVEMENT SECTION VARIES, REFER TO CG -2 OR CG -6. DEVELOPER MAY SUBSTITUTE DESIGN NOTES ON SHEET 25 CG -7 AND/OR ROLL TOP CURB AT HIS DISCRETION. ** SEE PLAN FOR LOCATION OF PARKING SPACE AND PROPERTY LINES. TYPICAL DETAIL - PRIVATE STREET WITH PARKING- WHISPERING ARKING WHISPERING HOLLOW LANE - 16+08 TO 18+09 (END) MONTESSORI TERRACE - 11+34 TO 16+57 (END) PAVILIONS COURT - 11+09 TO 20+91 (END) VERONA COURT - 11+22 TO 15+44 (END) INI LOCATIONS AS l +OWN ON 3'** PLAN.*';'; 3'*s ALLEY 1 2 AND 4_- '1!-' EP TO EP PERPENDICULAR PARKING * ALLEY 3 - 2U EP am PARA LLEL P"RKING ALLEY 3 AND 4 *** PARALLEL PARKING ALLEY 1 ** 4" ' SLOPE VAM'J'_'s CURB* =PLAN\ - WHERE CURB IS SHOWN IN ALLEYS ON 1.5" SM 9.5A ROLL TOP CURB SHALL BE USED. 6" 21A STONE SEE PLAN FOR LOCATION OF PARKING - COMPACTED SUB -GRADE PROPERTY LINES. *** DRIVE AISLE IS EQUAL TO 20' AT PARKING SPACES FOR ALLEY 2 AND EQUAL TO 18' FOR A PORTIOIN OF ALLEY 4. TYPICAL TOWNHOUSE REAR 12.0' 100W LUMENS: 1600 FINISH: PAINTED BRONZE 0 SUN C5 SUN SUN RM. SUN SUN RM.��N SII �- RM. RM_ RM. RM.RM. RM. SUN CAR RM. > RM. 0 F E D C D -REV 00 E D C P A -REV 0 NONE 41-46 FAIRMONT 6 -UNIT NONE o 2 ---CAR FAIRMONT 5 -UNIT NONE 2 --CAR W LI! W Lil 20.0' Ii 1 CC0 [Y-0 FRONT ALDERSGATE w/o GARAGE REAR TYPICAL WALL MOUNTED LIGHT FIXTURE WATTAGE: 100W LUMENS: 1600 FINISH: PAINTED BRONZE LAMP TYPE: MODEL SL9476-63 SUN BY THOMAS LIGHTING SUN LOUISVILLE, KY FIN PHONE #: (502) 420-9600 WATER METER EASEMENT DIMENSI0NS NTS 12.0' UNIT TYPE GARAGE 1-6 0 INTEGRAL -TWO SUN 7-12 SUN LIVINGSTON 6 -UNIT FIN CAR RM. SUN RM. SUN CAR RM. > RM. DETACHED -TWO CAR RM. ALDERSGATE 6 -UNIT DETACHED -TWO CAR 30-32 E E D C P A -REV 0 NONE 41-46 FAIRMONT 6 -UNIT NONE 47-51 2 ---CAR FAIRMONT 5 -UNIT NONE 2 --CAR W LI! W Lil LTJ Ii 1 CC0 [Y-0 Cr_0 0 U t�0 << < < << d < < <C<C U rL u n�l CS L' `J 11� CS C: U Q�_ I �i< f 4 I Q I <(. I b ALDERSGATE 9 -UNIT INTEGRAL -ONE CAR 103-111 2a.o'j I I FAIRMONT 9 -UNIT CV I ! 112-119 I FAIRMONT 8 -UNIT NONE 120-127 FAIRMONT 8 -UNIT NONE 213.01 128-133 FAIRMONT 6 -UNIT NONE 134-137 LIVINGSTON 4 -UNIT INTEGRAL -TWO CAR 138-142 < INTEGRAL -TWO < 143-148 ALDERSGATE 6 -UNIT DETACHED -TWO CAR 149-154 ALDERSGATE 6 -UNIT INTEGRAL -ONE CAR 155-160 ALDERSGATE 6 -UNIT INTEGRAL -ONE CAR 161-166 FAIRMONT 6 -UNIT NONE 167-172 LIVINGSTON 6 -UNIT INTEGRAL -TWO CAR LsJ Lz, INTEGRAL -TWO L� 179-185 LLI I (� CAR ry LIVINGSTON 7 -UNIT INTEGRAL -TWO CAR 193-200 ALDERSGATE 8 -UNIT DETACHED -TWO C, 201-206 n NONE 0 207-210 ALDERSGATE 4 -UNIT NONE 0 FRONT ALDERSGATE w INTEGRAL GARAGE LOT # UNIT TYPE GARAGE 1-6 LIVINGSTON 6 -UNIT INTEGRAL -TWO CAR 7-12 LIVINGSTON 6 -UNIT INTEGRAL -TWO CAR 13-16 I LIVINGSTON 4 -UNIT INTEGRAL -TWO CAR 17-23 > ALDERSGATE 7 -UNIT DETACHED -TWO CAR 24-29 ALDERSGATE 6 -UNIT DETACHED -TWO CAR 30-32 ALDERSGATE 3 -UNIT INTEGRAL -ONE CAR 33-40 -y� FAIRMONT 8 -UNIT NONE 41-46 FAIRMONT 6 -UNIT NONE 47-51 2 ---CAR FAIRMONT 5 -UNIT NONE 2 --CAR 52-57 2 --CAR LIVINGSTON 6 -UNIT INTEGRAL -TWO CAR 58-63 LIVINGSTON 6 -UNIT INTEGRAL -TWO CAR 64-68 --- -------I ALDERSGATE 5 -UNIT INTEGRAL -ONE CAR 69-77 A -REV. ALDERSGATE 9 -UNIT NONE ----------- 78-85 • ALDERSGATE 8 -UNIT INTEGRAL -ONE CAR 86-93 ALDERSGATE 8 -UNIT INTEGRAL -ONE CAR 94-102 b ALDERSGATE 9 -UNIT INTEGRAL -ONE CAR 103-111 2a.o'j I I FAIRMONT 9 -UNIT NONE I ! 112-119 I FAIRMONT 8 -UNIT NONE 120-127 FAIRMONT 8 -UNIT NONE 128-133 FAIRMONT 6 -UNIT NONE 134-137 LIVINGSTON 4 -UNIT INTEGRAL -TWO CAR 138-142 LIVINGSTON 5 -UNIT INTEGRAL -TWO CAR 143-148 ALDERSGATE 6 -UNIT DETACHED -TWO CAR 149-154 ALDERSGATE 6 -UNIT INTEGRAL -ONE CAR 155-160 ALDERSGATE 6 -UNIT INTEGRAL -ONE CAR 161-166 FAIRMONT 6 -UNIT NONE 167-172 LIVINGSTON 6 -UNIT INTEGRAL -TWO CAR 173-178 LIVINGSTON 6 -UNIT INTEGRAL -TWO CAR 179-185 LIVINGSTON 7 -UNIT INTEGRAL -TWO CAR 186-192 LIVINGSTON 7 -UNIT INTEGRAL -TWO CAR 193-200 ALDERSGATE 8 -UNIT DETACHED -TWO CAR 201-206 FAIRMONT 6 -UNIT NONE 207-210 ALDERSGATE 4 -UNIT NONE --''' PARKING SPACE SINGE GARAGE TH UNITS DIMENSIONS NTS = 3:LLJ I >i I `> I ''> I > LIJI > I I > I Li I > I CD 011 ',j. 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' / ` | / //'V- �c|2814.8 0 (Al `/ �` ,` ``` `` `, U , / / / � .` � / � ' cO� ��l��»T]7� ��][� ~` ``. \ // / | ' | / `. � `~ ` \ Ugo(W 08/01/07 BID SET �� `.` `` / � / / [/ �Y `` \, ~^ \ A " �� /20 0 10 20 40 8 `' `` ``' `` `� '' ' ' � / *- -- ``` `` \ �� ' � ,rn ,_- DESIGNER: MFM / � � ' // ' - � \ ~ -`^ `` �` ' ' `. \ '` � `^ ' / / / `� ' \ -- ' ' �` ` `` / ' ' / » \ ''- , ^ �� `. ' ~` �� `. /- -\ , ' ' / ' ' � / '� x�-^7 \ � � \ »� `� �~ � `k «�� /% \ �� | { o« o�a� ) ' � `) ` '� ^� `�� `` / > '' '/ ,' / � � \� �"/` `� `� \ ` p` � _-^- \ � ,\ `.\� X7 `` ---- --�c� \ �00 ~ _ U 1 inch = rV ft _ OF __ G Sets\SdePlan\Pantops'05-11 Site Plan.dwg 9/26/2007 2:11:55 PM ' �� j P--� �. � -�� , �� ^��^ r�� E..� p� 0 ! z �� b " T- P -01" ~ ~� �� 7- .-N i�/ 2 �- �� ~z M `� <� E- �) �� [�) P4 � �� =� �� 0l u,� , . !� =�� P�Ank 40 11111111 I / '.~~ �` ``` ' `.`~ / `~ `` `` . � �^ `. 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' / ` | / //'V- �c|2814.8 0 (Al `/ �` ,` ``` `` `, U , / / / � .` � / � ' cO� ��l��»T]7� ��][� ~` ``. \ // / | ' | / `. � `~ ` \ Ugo(W 08/01/07 BID SET �� `.` `` / � / / [/ �Y `` \, ~^ \ A " �� /20 0 10 20 40 8 `' `` ``' `` `� '' ' ' � / *- -- ``` `` \ �� ' � ,rn ,_- DESIGNER: MFM / � � ' // ' - � \ ~ -`^ `` �` ' ' `. \ '` � `^ ' / / / `� ' \ -- ' ' �` ` `` / ' ' / » \ ''- , ^ �� `. 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PER 4.04 17:24 2t] b1 o to lcd ✓ti cry 10+ ko • m 0 --I-' IA' --L .0 lk Ap- BRL--- 2003'0 20-03 %)ds /-,U.UU 914'11 2, 1. PER 4.04 17:24 2t] b1 to lcd ✓ti cry 10+ --I-' IA' --L .0 lk Ap- BRL--- 2003'0 20-03 %)ds /-,U.UU 914'11 2, 1. PER to lcd ✓ti cry 10+ ko • m 0 E- q Z z Vd u p % f A ao 14 U) (A Y) _W al (A --I-' IA' --L .0 lk Ap- BRL--- 2003'0 20-03 %)ds /-,U.UU 914'11 2, 1. PER to lcd ✓ti cry ko • m 0 E- q Z z Vd u p % 14 U) (A Y) _W al (A L it Ut (A \83 -8 8 co --,--,A A rn\ A 8,A A r) \r,6 n. --I-' IA' --L .0 lk Ap- BRL--- 0 110,00 Yf 0 0 C. N0. i0oON0.1 FPO ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 1 BID SET GRAPHIC SCALE 108/01/07 1 BID SET SCALE: 1 jo = 201 0 10 20 4n ( IN FEET' ) 1 inch = 20 & 80 UNAt- I JMAIN: ANU FILE NO. SP-002CH DATE ACTION SHEET 8 OF 38 G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\PNtops - 05-11 Site Plan.dwg, 9/26/2007 2:12:40 PM, ,-% e, Z,/ A %)ds hj PER to lcd ✓ti cry • 0 E- q Z z Vd u p % 0 110,00 Yf 0 0 C. 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SP-002CH DATE ACTION SHEET 8 OF 38 G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\PNtops - 05-11 Site Plan.dwg, 9/26/2007 2:12:40 PM, ,-% e, Z,/ A zl 000 Plo. 2 BR Ar V, AV 46 jY 0 -00 20�' BRL MICHAEL F. YERS (6 4p u 3028 40 V. -p �P �w V, AV AV o;oo' IWO 0.00 0 11 W 4-14; �2-r -1000NIONAL 5 456.2 000000 io.00, 'b.00' 20-00' 0.00, 001 20. -- ENGINEERING GROUPE PROJECT STATUS DATE: 2 RL oc) 0.60, 39 20 00, 20.00, 4/17/2006 GRAPHIC SCALE 32. 04/20/07 BID SET SCALE: 1" 20' 08/01A7 BID SET 210 0 10 20 40 80DESIGNER: MFM ---Lm I . DRAFTSMAN: ARC FILE NO. Z SP-002CH 1 1 inch = 20 ft DATE ACTION SHEEP 9 OF 38 G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 05-11 Site Plan.dwg, 9/26/2007 2:13:00 PM 7' 1-4 Lf) emmej �- mr,", 4.4 an cr) qlj >q I r ,Vmm Q) Chi cn t pq 0 1 A. & 00 T' tip f zl 000 Plo. 2 BR Ar V, AV 46 jY 0 -00 20�' BRL MICHAEL F. YERS (6 4p u 3028 40 V. -p �P �w V, AV AV o;oo' IWO 0.00 0 11 W 4-14; �2-r -1000NIONAL 5 456.2 000000 io.00, 'b.00' 20-00' 0.00, 001 20. -- ENGINEERING GROUPE PROJECT STATUS DATE: 2 RL oc) 0.60, 39 20 00, 20.00, 4/17/2006 GRAPHIC SCALE 32. 04/20/07 BID SET SCALE: 1" 20' 08/01A7 BID SET 210 0 10 20 40 80DESIGNER: MFM ---Lm I . DRAFTSMAN: ARC FILE NO. Z SP-002CH 1 1 inch = 20 ft DATE ACTION SHEEP 9 OF 38 G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 05-11 Site Plan.dwg, 9/26/2007 2:13:00 PM 7' E- >q • z z F4 zl 000 Plo. 2 BR Ar V, AV 46 jY 0 -00 20�' BRL MICHAEL F. YERS (6 4p u 3028 40 V. -p �P �w V, AV AV o;oo' IWO 0.00 0 11 W 4-14; �2-r -1000NIONAL 5 456.2 000000 io.00, 'b.00' 20-00' 0.00, 001 20. -- ENGINEERING GROUPE PROJECT STATUS DATE: 2 RL oc) 0.60, 39 20 00, 20.00, 4/17/2006 GRAPHIC SCALE 32. 04/20/07 BID SET SCALE: 1" 20' 08/01A7 BID SET 210 0 10 20 40 80DESIGNER: MFM ---Lm I . DRAFTSMAN: ARC FILE NO. Z SP-002CH 1 1 inch = 20 ft DATE ACTION SHEEP 9 OF 38 G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 05-11 Site Plan.dwg, 9/26/2007 2:13:00 PM 7' E- >q z z F4 zl 000 Plo. 2 BR Ar V, AV 46 jY 0 -00 20�' BRL MICHAEL F. YERS (6 4p u 3028 40 V. -p �P �w V, AV AV o;oo' IWO 0.00 0 11 W 4-14; �2-r -1000NIONAL 5 456.2 000000 io.00, 'b.00' 20-00' 0.00, 001 20. -- ENGINEERING GROUPE PROJECT STATUS DATE: 2 RL oc) 0.60, 39 20 00, 20.00, 4/17/2006 GRAPHIC SCALE 32. 04/20/07 BID SET SCALE: 1" 20' 08/01A7 BID SET 210 0 10 20 40 80DESIGNER: MFM ---Lm I . DRAFTSMAN: ARC FILE NO. Z SP-002CH 1 1 inch = 20 ft DATE ACTION SHEEP 9 OF 38 G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 05-11 Site Plan.dwg, 9/26/2007 2:13:00 PM c) 20700- s- .0 00 "N � n" N V 9. c r. 0 T 9274-40 A '171 J ico A 1111 /> EX. GUARDRAIL1(b '0\ BE REMOVED 0`j/4 1-x- CURH R A Y Q, 25 L 7 SEE SHEET 7 up -poor 10 'MICHAEL F.A02$ ERS 2, - ----- Utc. No. 4Q, POoo 4 V)WINVA L 0-5o04 / �Z ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 x— BD SET GRAPHIC SCALE BID SET SCALE: 1" = 20' 20 0 10 20 40 80 DESIGNER: MFM DRAFTSMAN: AK, 2030 SF IN FEET FILE NO. SP-002CH I inch = 20 MDATE ACTION SHEET 10 OF 38 GAProiect\Pantops\ENG\DWG\PIan Sets\Site Plan\Pantops - 05-11 Site Plan.dwq, 9/26/2007 2:13:15 PM' U) cf) N0--4 f 0 C;N N 00 all C14 Lr) V) > z f�2 :2 z o R, LIJ cf) LIJ 0 f2 V 9 'V 0 zp=4 0 0 R 11-1 up -poor 10 'MICHAEL F.A02$ ERS 2, - ----- Utc. No. 4Q, POoo 4 V)WINVA L 0-5o04 / �Z ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 x— BD SET GRAPHIC SCALE BID SET SCALE: 1" = 20' 20 0 10 20 40 80 DESIGNER: MFM DRAFTSMAN: AK, 2030 SF IN FEET FILE NO. SP-002CH I inch = 20 MDATE ACTION SHEET 10 OF 38 GAProiect\Pantops\ENG\DWG\PIan Sets\Site Plan\Pantops - 05-11 Site Plan.dwq, 9/26/2007 2:13:15 PM' U) cf) N0--4 0 LJ :2 V) > z f�2 :2 z LIJ 0 c) LIJ LJ f2 U) 0 0 0 R 11-1 m :2 0 < 0 0 d b < "d C) C.) 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LTING FOU-NQA[ION` A] : ,/, '. , Y_ `. N L=EZX] < L=;=P, 10, 40-1"-- 361L k 41A a 461A 11 38A 46J�"' Lm;�'j 1 402- 37A 35 A\ 47 c\1 2 CAR 2 A R 113 2 CAR CAR, GAR(!;ARG '-:F --GAR. GAR.= AR,= GA"i-Z. f ' 548.2, 547'.b� 547.56 X46.8 545-55 5M -W! 3 3 p 0: LI/ LI/ Lj -2 CAR 5, 2 CAR__',, 2 CAR il:�l�I 2 CAR r-Ap 90& 538.19 536.85 X35.51 —- 54\ 21 641.54 540.8�\ t_- CD — 04 1141 m �-4 am 014 z OMAN 'A 45- BEND J�. ,T 90 0 0.1 till (flcp �6 kx -7 U4 0 �j T— V. 01 ---------- -- Q -)p LA -�o CA s -ro I J 0 00 it V -6 CA 91 OD (-A Q) 44 y 01 0 2 A- Ij N f (a\ J" 7 r,, r- v 1\ -1 tv ____ — --"7 / I -,, �� 1 1 7% I G U�K _,., -39 �5 F=548.26 -REV F _83- tj - m t�,y - I- I F-HLV J E -`��R, v CSR A w <v F -REV 1 \.L- v FF=;546.26 FF=549.60 FF=54,8.9� FF=546.9-, TF=543.50 542.8 F, 5-44 5 =5738.83 1 1 =F1 BF=53qP1 PF I VI` b3b. 34 91- FF��Z 3 FFF= Z' FF:=538.16 1 BF=537.01 BF=:;,53U -2-9 5 8 1 Br:�:�532.25 .8 r =--5 9-1- BFz-528-24" J B�F -OR--E IJA < -PROP. P�J' 'AIN' -'(A S EQUIVALE PROP PRIVATE� AJEA-DRAIN 1)5 EENT) �'6,Bui,LDING UNDATION CONN RAIN. CONNE Ae :-'CT TO BUI. LTING FOU-NQA[ION` A] : ,/, '. , Y_ `. N L=EZX] < L=;=P, 10, 40-1"-- 361L k 41A a 461A 11 38A 46J�"' Lm;�'j 1 402- 37A 35 A\ 47 c\1 2 CAR 2 A R 113 2 CAR CAR, GAR(!;ARG '-:F --GAR. GAR.= AR,= GA"i-Z. f ' 548.2, 547'.b� 547.56 X46.8 545-55 5M -W! 3 3 p 0: (4j T-8 "M A SI -R 14 0 + FU A + INT` tF /T 000, OV. g_ D STR NOTE: \, ��m. N �� \ \ `�� I \ \ \ \ �� \ r �� _ /� a� _ \ / j FOR LOTS 143-148, 17-23, 24-29, AND 193-200, A PRIVATE DRAINAGE SYSTEM IS PROPOSED -------------- THAT CONNECTS TO THE 00 FOUNDATION DRAINAGE SYSTEM. L A BLANKET DRAINAGE EASEMENT LI/ LI/ Lj -2 CAR 5, 2 CAR__',, 2 CAR 2 CAR 2 CAR 2 CAR 2 CAR r-Ap 90& 538.19 536.85 X35.51 —- 54\ 21 641.54 540.8�\ t_- CD — 04 (4j T-8 "M A SI -R 14 0 + FU A + INT` tF /T 000, OV. g_ D STR NOTE: \, ��m. N �� \ \ `�� I \ \ \ \ �� \ r �� _ /� a� _ \ / j FOR LOTS 143-148, 17-23, 24-29, AND 193-200, A PRIVATE DRAINAGE SYSTEM IS PROPOSED -------------- THAT CONNECTS TO THE 00 FOUNDATION DRAINAGE SYSTEM. L A BLANKET DRAINAGE EASEMENT vvti Ofi rolo 0 0 4V 4& MIC EL F Lic. No 3028 k 0 0 V! 000000ONAL ####404444 164404 IS INCLUDED IN THE HOA ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 COVENANTS. 04/20/07 BID SET GRAPHIC SCALE 08/01/07 BID SET SCALE: 20' J, LANDSCAPE ...... EX20 0 10 20 40 so DESIGNER: MFM AREA L DRAFTSMAN: ARC FILE NO. nT SP-002CH IN FEET ------------ J IF 71 "X di I I inch = 20 ft. DATE ACTION SHEET 13 OF 38 G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:29:40 PM 71 011% kf 11P CD 04 1141 �-4 U d, 014 z A Vo. Z z • m -mi vvti Ofi rolo 0 0 4V 4& MIC EL F Lic. No 3028 k 0 0 V! 000000ONAL ####404444 164404 IS INCLUDED IN THE HOA ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 COVENANTS. 04/20/07 BID SET GRAPHIC SCALE 08/01/07 BID SET SCALE: 20' J, LANDSCAPE ...... EX20 0 10 20 40 so DESIGNER: MFM AREA L DRAFTSMAN: ARC FILE NO. nT SP-002CH IN FEET ------------ J IF 71 "X di I I inch = 20 ft. DATE ACTION SHEET 13 OF 38 G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:29:40 PM 71 011% z Z z • vvti Ofi rolo 0 0 4V 4& MIC EL F Lic. No 3028 k 0 0 V! 000000ONAL ####404444 164404 IS INCLUDED IN THE HOA ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 COVENANTS. 04/20/07 BID SET GRAPHIC SCALE 08/01/07 BID SET SCALE: 20' J, LANDSCAPE ...... EX20 0 10 20 40 so DESIGNER: MFM AREA L DRAFTSMAN: ARC FILE NO. nT SP-002CH IN FEET ------------ J IF 71 "X di I I inch = 20 ft. DATE ACTION SHEET 13 OF 38 G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:29:40 PM 71 011% z Z z vvti Ofi rolo 0 0 4V 4& MIC EL F Lic. No 3028 k 0 0 V! 000000ONAL ####404444 164404 IS INCLUDED IN THE HOA ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 COVENANTS. 04/20/07 BID SET GRAPHIC SCALE 08/01/07 BID SET SCALE: 20' J, LANDSCAPE ...... EX20 0 10 20 40 so DESIGNER: MFM AREA L DRAFTSMAN: ARC FILE NO. nT SP-002CH IN FEET ------------ J IF 71 "X di I I inch = 20 ft. DATE ACTION SHEET 13 OF 38 G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:29:40 PM rl r- r- rl I I r- r- -T- A 45�+447,�,�, 42A ET. A", �STIVI FOR LOTS 143-148, 17-23, TM NOTE: 40 It A i 5A Q. ru-) L F. s —29, AND 193-200, A PRIVATE 24 Yt, IIIc Lic. No. 28 DRAINAGE SYSTEM IS PROPOSED A-� No. ► 47 a\\ J7 7 THAT CONNECTS TO THE 3"� AD' --14 Al 7 4A17- 1777— FOUNDATION DRAINAGE SYSTEM. ---7 0 A BLANKET DRAINAGE EASEMENT / f r Es- 6 UN IS INCLUDED IN THE HOA Irrs. t 1 '0 0 0000,0 —A- — 00 kkkk COVENANTS. > F i D ENGINEERING GROUPE PROJECT STATUS DATE: GAR 4/17/2006 E cv OAR 04/20/07 BID SET A 547.99 SCALE: 08/01/07 BID SET A�Ar, 1" = 20' 5A GRAPHIC SCALE 64-7,32 IA - 4 1,(, // ,v .,<�\ DESIGNIER: MFM 7.60 FF=556.2' 20 0 10 20 40 80 z [FF=55 A 8 BF=546.9 6 DRAFTSMAN: ARC F 55 BF,=- 32 BF=547.6�5,, FILE NO. 54 SP -00201 FEET tl--'. U If -1, X L i inch = 20 fL DATE ACTION Z)rlr-r-1 14 OF 38 G:\ProW\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:30:00 PM �-4 00 Ln cn u t, 0 cid U C") v vmwi Z z PQ 0 G f�A IKvI 45�+447,�,�, 42A ET. A", �STIVI FOR LOTS 143-148, 17-23, TM NOTE: 40 It A i 5A Q. ru-) L F. s —29, AND 193-200, A PRIVATE 24 Yt, IIIc Lic. No. 28 DRAINAGE SYSTEM IS PROPOSED A-� No. ► 47 a\\ J7 7 THAT CONNECTS TO THE 3"� AD' --14 Al 7 4A17- 1777— FOUNDATION DRAINAGE SYSTEM. ---7 0 A BLANKET DRAINAGE EASEMENT / f r Es- 6 UN IS INCLUDED IN THE HOA Irrs. t 1 '0 0 0000,0 —A- — 00 kkkk COVENANTS. > F i D ENGINEERING GROUPE PROJECT STATUS DATE: GAR 4/17/2006 E cv OAR 04/20/07 BID SET A 547.99 SCALE: 08/01/07 BID SET A�Ar, 1" = 20' 5A GRAPHIC SCALE 64-7,32 IA - 4 1,(, // ,v .,<�\ DESIGNIER: MFM 7.60 FF=556.2' 20 0 10 20 40 80 z [FF=55 A 8 BF=546.9 6 DRAFTSMAN: ARC F 55 BF,=- 32 BF=547.6�5,, FILE NO. 54 SP -00201 FEET tl--'. U If -1, X L i inch = 20 fL DATE ACTION Z)rlr-r-1 14 OF 38 G:\ProW\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:30:00 PM Z z 45�+447,�,�, 42A ET. A", �STIVI FOR LOTS 143-148, 17-23, TM NOTE: 40 It A i 5A Q. ru-) L F. s —29, AND 193-200, A PRIVATE 24 Yt, IIIc Lic. No. 28 DRAINAGE SYSTEM IS PROPOSED A-� No. ► 47 a\\ J7 7 THAT CONNECTS TO THE 3"� AD' --14 Al 7 4A17- 1777— FOUNDATION DRAINAGE SYSTEM. ---7 0 A BLANKET DRAINAGE EASEMENT / f r Es- 6 UN IS INCLUDED IN THE HOA Irrs. t 1 '0 0 0000,0 —A- — 00 kkkk COVENANTS. > F i D ENGINEERING GROUPE PROJECT STATUS DATE: GAR 4/17/2006 E cv OAR 04/20/07 BID SET A 547.99 SCALE: 08/01/07 BID SET A�Ar, 1" = 20' 5A GRAPHIC SCALE 64-7,32 IA - 4 1,(, // ,v .,<�\ DESIGNIER: MFM 7.60 FF=556.2' 20 0 10 20 40 80 z [FF=55 A 8 BF=546.9 6 DRAFTSMAN: ARC F 55 BF,=- 32 BF=547.6�5,, FILE NO. 54 SP -00201 FEET tl--'. U If -1, X L i inch = 20 fL DATE ACTION Z)rlr-r-1 14 OF 38 G:\ProW\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:30:00 PM cl E- I— Cl Li F— f— -F 1 0 .SEE 5N LL I I IV "I -6& 8 L 0 pi Ji. 'f Gl - � -, —1 -- �J/" �*6 -1 STR i 98 101.7 TEE UARDF BE RE\,,,/! Eu ;iz-t, Lr) is ! "I e= , 46C p)� P-4 40F.'AA SA 41P Enema 2030 ay SF 92 TOT—LOT' Cq V 62 71 & 9,5/ 6 T, 144e 281 7k CA 9) -V 141 69 ts T--8 W -91%W 7, 1 :F=482.44 F �FF==483-10 o 3F= 11 F= 47 3.18 • soN SHUN -RM. 80-& RIM. 81 J- (-0' 80A 13 81 EQUIVAL • 1 1- 2 CAR\, GAR 481-80, C/)- 481.13 0-1 LLJ • cl E- I— Cl Li F— f— -F 1 0 .SEE 5N LL I I IV "I -6& 8 L 0 pi Ji. 'f Gl - � -, —1 -- �J/" �*6 -1 STR i 98 101.7 TEE UARDF BE RE\,,,/! Eu ;iz-t, Lr) is ! "I e= , 46C p)� P-4 40F.'AA SA 41P Enema 2030 ay SF 92 TOT—LOT' Cq V 62 71 & 9,5/ 6 T, 144e 281 7k CA 9) -V 141 • • • e- r- r- r I I � r- I - A RM. SUjq\, 64-5-\ 5 61.2 RM. J�- '20, p 62A Or 64-5-_\ T T-4 60 mmmm-_� M lu • • ar ft X APPRQV,, i RE F ® m Now L -1 MOM. ►al - I "MINK ' u Ma"i 4 -low - ON cf) ISOM P--� o 41- • o rm"; • F z U-1 lo Z z 0 % 00 6Y p C -q 5 tP -low - ON cf) ISOM P--� o 41- • rm"; • • z UD Z z 5 • -low - ON cf) ISOM P--� o 41- rm"; 20 711 Ar -](-t-- -A, T AV 7 ILLA% MICH L F Rs T-1 - Tx .01 clic. No 4W .. .... .. . 94 $r 95 028 2 --- 2- a. #Off AFI\ / Y / - _ v `� - - _ 4 dj -96,7 0000000ML '4 96 II 116 ENGINEERING GROUPE PROJECT STATUS DATE:: 4/17/2006 04/20A7 BID SET SCALIE: Vt = 20' GRAPHIC SCALE 08/01/07 BID SET 0 10 20 40 80 DESIGNER: MFM DRAFTSMAN: ARC IN Fri FILE NO. SP-002CH I inch = 20 & DATE ACTION SHEET 16 OF 38 G:\Prpject\Pantops\ENG\DWG\PIan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:31:00 PM- cf) P--� z UD Z z 5 711 Ar -](-t-- -A, T AV 7 ILLA% MICH L F Rs T-1 - Tx .01 clic. No 4W .. .... .. . 94 $r 95 028 2 --- 2- a. #Off AFI\ / Y / - _ v `� - - _ 4 dj -96,7 0000000ML '4 96 II 116 ENGINEERING GROUPE PROJECT STATUS DATE:: 4/17/2006 04/20A7 BID SET SCALIE: Vt = 20' GRAPHIC SCALE 08/01/07 BID SET 0 10 20 40 80 DESIGNER: MFM DRAFTSMAN: ARC IN Fri FILE NO. SP-002CH I inch = 20 & DATE ACTION SHEET 16 OF 38 G:\Prpject\Pantops\ENG\DWG\PIan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:31:00 PM- ;D--- 1 9z BF==bu/ DF -508 5UN--- I . 'l - ti 0 FPO /a -REV F ------- iYT- 10��m 1 - RM. -51� 5 06 "o SQN, 0 FF BF _BFz�507, 5 §L- SUN BR 161 ,5 1 - 155 16 -J�M. 1 20 -BF==506.3 SUN RK ]- "-'§UN A- SUN 14RM. 18k RM. -75: 3- " 141 RMRM. __ � 16 1 16& 20 oBRL MICHAEL RM. z 4 QI- Utc. N433028 s I" ---- --T 4v -0 Ar S p i DI -1 � P3 23- T,OP==512 00 7 ✓ 14-1 -000 00 ;00 TONAL 18 e E SE ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET GRAPHIC SCAM SCALE: 08/01/07 BID SET 1" 20' T-1 I DESIGNER: MFM 20 0 10 0fr`(rJ -r — DRAFTSMAN: ARC 8 7' 20 40 FILE NO. SP-002CH IN FEET SHEET 17 OF 38 1 inch = 20 ft. DATE ACTION G:\project\pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9126/2007 2:31:31 PM U.2 js > r-4 P-4 V) 41 0 U CO E- V1 N -4 � Z Z z t. ;D--- 1 9z BF==bu/ DF -508 5UN--- I . 'l - ti 0 FPO /a -REV F ------- iYT- 10��m 1 - RM. -51� 5 06 "o SQN, 0 FF BF _BFz�507, 5 §L- SUN BR 161 ,5 1 - 155 16 -J�M. 1 20 -BF==506.3 SUN RK ]- "-'§UN A- SUN 14RM. 18k RM. -75: 3- " 141 RMRM. __ � 16 1 16& 20 oBRL MICHAEL RM. z 4 QI- Utc. N433028 s I" ---- --T 4v -0 Ar S p i DI -1 � P3 23- T,OP==512 00 7 ✓ 14-1 -000 00 ;00 TONAL 18 e E SE ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET GRAPHIC SCAM SCALE: 08/01/07 BID SET 1" 20' T-1 I DESIGNER: MFM 20 0 10 0fr`(rJ -r — DRAFTSMAN: ARC 8 7' 20 40 FILE NO. SP-002CH IN FEET SHEET 17 OF 38 1 inch = 20 ft. DATE ACTION G:\project\pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9126/2007 2:31:31 PM U.2 CO E- V1 N -4 � Z Z z all as Yi • ;D--- 1 9z BF==bu/ DF -508 5UN--- I . 'l - ti 0 FPO /a -REV F ------- iYT- 10��m 1 - RM. -51� 5 06 "o SQN, 0 FF BF _BFz�507, 5 §L- SUN BR 161 ,5 1 - 155 16 -J�M. 1 20 -BF==506.3 SUN RK ]- "-'§UN A- SUN 14RM. 18k RM. -75: 3- " 141 RMRM. __ � 16 1 16& 20 oBRL MICHAEL RM. z 4 QI- Utc. N433028 s I" ---- --T 4v -0 Ar S p i DI -1 � P3 23- T,OP==512 00 7 ✓ 14-1 -000 00 ;00 TONAL 18 e E SE ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET GRAPHIC SCAM SCALE: 08/01/07 BID SET 1" 20' T-1 I DESIGNER: MFM 20 0 10 0fr`(rJ -r — DRAFTSMAN: ARC 8 7' 20 40 FILE NO. SP-002CH IN FEET SHEET 17 OF 38 1 inch = 20 ft. DATE ACTION G:\project\pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9126/2007 2:31:31 PM U.2 CO E- V1 N -4 � Z Z z ;D--- 1 9z BF==bu/ DF -508 5UN--- I . 'l - ti 0 FPO /a -REV F ------- iYT- 10��m 1 - RM. -51� 5 06 "o SQN, 0 FF BF _BFz�507, 5 §L- SUN BR 161 ,5 1 - 155 16 -J�M. 1 20 -BF==506.3 SUN RK ]- "-'§UN A- SUN 14RM. 18k RM. -75: 3- " 141 RMRM. __ � 16 1 16& 20 oBRL MICHAEL RM. z 4 QI- Utc. N433028 s I" ---- --T 4v -0 Ar S p i DI -1 � P3 23- T,OP==512 00 7 ✓ 14-1 -000 00 ;00 TONAL 18 e E SE ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET GRAPHIC SCAM SCALE: 08/01/07 BID SET 1" 20' T-1 I DESIGNER: MFM 20 0 10 0fr`(rJ -r — DRAFTSMAN: ARC 8 7' 20 40 FILE NO. SP-002CH IN FEET SHEET 17 OF 38 1 inch = 20 ft. DATE ACTION G:\project\pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9126/2007 2:31:31 PM �TORMWATER MANAGEMENT FACILITY Sit'' /1- T-9 T �AINIR Hb G 7 j ! _ ;Z T u I -T-4 T T 9 7-2-% T T-/ �l T-10 209 2091, 36 73.b�) -------- -- 4 1 L 02 6F=r I I 4-U 00fJ 1r - --------------- 7- 80.2 SoN - !HONG--- vx, G -10 T---10 'wx t> tkl 8b (<) L L 9� V6 Cc 'qD cLn) U) gra (n Z L LJ 0 V) m f2 U) LLJ Ln m Ljj 14 1411-014111 PL� U (yy V) zi:l Q) cz hOzz z oo Li! 0 xi Lit 00 ,I. -E, 009 00 1A MMMM mmm ¢00x000 1-1oo 0 d U) (n Z L LJ 0 V) m f2 U) LLJ Ljj <0 LLJ hOzz z oo Li! Lit Lit z 009 00 MMMM mmm ¢00x000 1-1oo 0 d <0 "--, o C) < < < m m 0 < w X -j -1 0 Z 0 << < < < 00000 04 K) tNLV Ld OtV < 00 V) it) t- 00000 FM 6 fl .1111 < STIR 29 <�E 'Q, FT. -------- BX9' 19,75;3 S ,0.22 ACRES � 22 ACRES V 1�5%,\ T-4 2 T Ld 0 =T— u T I —T-4 GRAPHIC SCALE 20 0 10 20 40 so --7 IN FEET) T-4 `. °. °' �. �—a ° 1 4.-- I inch = 20 ft SEE' SH.E I �A " v q" hmg, 14 ON fA, (n 00 44 Lr) 0" 44 t cc QI Q i T4 0 pm Z t9k CON, 0 Cl a �4 00 z i,f T I r) oMA V -Aol tog c: 93 PiE voo Oo10MAL V��, - %° 46�8 6— ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 Q4/?0/07 BID SET SCALE: 1 20' DATE ACTION FILE NO. SP-002CH SHEET 19 OF 38 14 z z i T4 0 Z Lj Z Q z r) • V -Aol tog c: 93 PiE voo Oo10MAL V��, - %° 46�8 6— ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 Q4/?0/07 BID SET SCALE: 1 20' DATE ACTION FILE NO. SP-002CH SHEET 19 OF 38 14 z z i T4 0 Z Lj Z Q z r) V -Aol tog c: 93 PiE voo Oo10MAL V��, - %° 46�8 6— ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 Q4/?0/07 BID SET SCALE: 1 20' DATE ACTION FILE NO. SP-002CH SHEET 19 OF 38 f dr d 5. �Z T Cv Z Z -y" J4 Q S 43 lr Jam' 1 ki 0000m:l Ap ------- -.0 /S T--,4-- 000, & 2 ------------ 4 T— X A- x rill q/ -A� 'T-2 —2 'Tor ST ROAD J -.-,--"T 4 Al - 2) IAS� -R FFER TO R R 0 ANS VE OTHERS - Sl ol T 2 -�o SEE LE\T\TER OF PERMISSION TO '-I�D�P'tADACEN-T-PROPERTY. TM ,,78 PAR'QEL 11, OWNED BY HURT lNVr5TMENlT\CO "I 1. 463.0 FiEIG E SEE SHEET 17 I SHEET KEY SHEET' 17 EET 19 SHENT 19 SHEET 18 SHEET h6 I SHAT 15 SHEET114 SHEET GRAPHIC SCALE 0 10 20 40 (IN FEET) I inch = 20 fL CC -12 A MINIMUM RAMP LENGTH IN FEET PERMISSIBLE CONSTRUCTION 4" CURB 6* CURB DPWELS, 8- LONG 12 C -C JOINT 4-01— 5 7 2 MIN, 3 6 4 a 5 10 6 101 101 BMaxMAX B TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS Ir-ol 4!-G" 12.1 MAX 1 BACK OF CURB �,,-48- MAX 20-1 ----------- SCCTION �-2! MIN.� A—A PERMISSIBLE CONSTRUCTION JOINT R SECTM B—B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET I OF 4. A A 4! SQUARE LANDING VT AREA OUTSIDE OF L TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA ALTERATIONS tlfluz��wllrl, 0 11 11 n AOSSWA& TYPICAL PLACEMENT TYPICAL PLACEMENT DIAGONAL VARIATION AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORIPORATES WIDER SIDEWALK. LANDING 468 WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CUIRB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 FOU04CE CG -12 DETECTABLE WARMING SURFACE 105 TYPA A (PERPENDICULAR) APPLICATION NEW 7/05 502 VIRGINIA DEPARTMENT OF TRANSSPORTATION I 203.05A (TI DOWELS 8* LONG A PERMISSIBLE ' C_ -'*I 12 CONSTRUCTION --1 5' MIN. JOINT 12:1 MAK B 2'- B T- RAM (SEE TRUNCATED DOMES A SEE SHEET I OF 4 FOR DETAILS 5-11" MIN SHAPE TO MATCH FA OF ROADWAY CURB BACK OF CURB 48 - I MAX 20 : 1 F27 MIN.-" cF--CTM A—A ERMISSIBLE N LICTION .... cl SECTION B—B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET I OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6* CURB - 4 6 1 5 7 2 5 3 6 4 a 5 10 6 14 n n CROSSWALK TYPICAL PLACELIEW AT WTEF93ECTM VVffHW CROSSWALK TnrPE B (PARALLEL) APPLICATION NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 slaw"MON FOU04M CG -12 DETECTABLE W)ARNING SURFACE 105 TYPE B (PARALLEL)! APPLICATION 502 REV. 7/0� 1 VIRGINIA DEPARTMENT OF TIRANSPORTATION ] 203-915] i;:0L%H dw 0000 MICHAEL F. Lic. No. 028 AV A01F 0% 0 0 0 0 0 TONAL 00h ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET SCALE: V* = 20' 08/01/07 BID SET DESIGNER: MFM DRAFTSMAN: ARC FILE INO. SP-002CH DATE ACTION SHEET 19A OF 38 I.--- G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:32:51 PM 7"tl% vJ S=J ri 60 0 iQ! % z z 114a • m E- U) E-4 Z z b 1~ 00 a Jaz i;:0L%H dw 0000 MICHAEL F. Lic. No. 028 AV A01F 0% 0 0 0 0 0 TONAL 00h ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET SCALE: V* = 20' 08/01/07 BID SET DESIGNER: MFM DRAFTSMAN: ARC FILE INO. SP-002CH DATE ACTION SHEET 19A OF 38 I.--- G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:32:51 PM 7"tl% vJ z z • E- U) E-4 Z z f 1~ Z z i;:0L%H dw 0000 MICHAEL F. Lic. No. 028 AV A01F 0% 0 0 0 0 0 TONAL 00h ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET SCALE: V* = 20' 08/01/07 BID SET DESIGNER: MFM DRAFTSMAN: ARC FILE INO. SP-002CH DATE ACTION SHEET 19A OF 38 I.--- G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:32:51 PM 7"tl% vJ z z E- U) E-4 Z z f 1~ Z z i;:0L%H dw 0000 MICHAEL F. Lic. No. 028 AV A01F 0% 0 0 0 0 0 TONAL 00h ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 04/20/07 BID SET SCALE: V* = 20' 08/01/07 BID SET DESIGNER: MFM DRAFTSMAN: ARC FILE INO. SP-002CH DATE ACTION SHEET 19A OF 38 I.--- G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantops - 13-19 Grading Plan.dwg, 9/26/2007 2:32:51 PM G:\Project\Pantops\ENG\DWG\Plan Sets\Site Plan\Pantop�0-23 Storm Sewer Profiles.dwg, 9/26/2007 3:01:23 PM _._---�-,e--u, 4<�� /I G•\Drnio-+kDmntnnc\G(UG\MA/('-\Dlnn Ccfc\Cita DhnlD—tr,nc - )n_')2 Ctnrrt+ C_,.,or D_4, 1–, a,., nl7Gl,)nn7 2.f)l .d2 DM A v C it x V it, , \ , "N. fit 440 V 4A, A 4 L lit it �1 NIV\ irJ I i, vX % f\ ji, 4 wl r - it m it! 5e, J. 't, 7 V", A, A', it X Y 7� y Z 0 7� .'z - I F, 2 V 'OR X 0'W � F - - ----- T1 1 z V V iy v //b/f," _7 z R�, , �\� �- ',// .7 / , -1 "1', �� r , , , , / /" I I . I 1L_ - __ � I I 1_1 "' _\ 1 4 ! I It -11, \ 11 - , l - _ o J _;ZV V g_ 4 > gio V /J 'y P np� pe - '.. , ill i, A V - if 3V 7� j 1 4,/ 7 6� __!J J J 1 - J N "N h� VII AQf S, A�, it _A\ A t jj_,�. J'' i 0A t! P 7,M Q� TI` If . ..... 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N 028 % �w lip- w- 4* 140 s AV 0\ r 00000%, 0000 it K\MM \S�N It V /4-, _4 % J ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 j., N K 04/20/07 BID SET GRAPHIC SCAM SCALIE: A V i 08/01/07 BID SET 1 "=60' f VI t -1_7 N 60 0 30 60 120 240 DESIGNER: MFM it DRAFT ARC > 'u SMAN: F,:A 0. FILE N SP-002CH 1> IN FEET J IF 1 inch 60 & DATE ACTION SHEET 24 OF 38 x4 "r-1 PIM11 IN C) ON ("I Ln lu 'T > g-imm - ON - I F, 2 V 'OR X 0'W � F - - ----- T1 1 z V V iy v //b/f," _7 z R�, , �\� �- ',// .7 / , -1 "1', �� r , , , , / /" I I . I 1L_ - __ � I I 1_1 "' _\ 1 4 ! I It -11, \ 11 - , l - _ o J _;ZV V g_ 4 > gio V /J 'y P np� pe - '.. , ill i, A V - if 3V 7� j 1 4,/ 7 6� __!J J J 1 - J N "N h� VII AQf S, A�, it _A\ A t jj_,�. J'' i 0A t! P 7,M Q� TI` If . ..... IF N i � I / � - '7V F� V V IF j it 'y u Q, j x Fit At V, Z/ /'� Z tS It, j, I �,K A;�,O.V"A F, -7 t"/ " '171i, i J'o f I Ill F, . 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A 0 ------- -- ---- -%W A E_ T _T___ A ± 4 A --T ----- - - ----- -ILL if, X-, -A --j `-A IF qq_ J, P 7i� i4! q-- 4,_ 'fi" it AC ty, _� :_ -��, - f'-� v J r of 0 5 t-[: 0642 7' r**\ Z f If z F=` Nv IF V- i if 1 It 1�j -s I" If if T ff A, V� f 1`41 �i /X f_j :L_ j __,; t""'Ir it I 1 2:7 f), I i J" -i-I -4- ""i, V, A�U f1jAt 1' cf) v 0 p j Y / I - " �( , / I - - - - I (> /I - ----- UU 1 1 1 11 1 `,AY1mq_,_W AQ, j i"V" j f "A it V F e\ t AV, -T _4 'p V F� + j _71 t 'L At_ f/ 7 IF f el 000011"' V -J� ------ v - 3 � \A �J Ax 81 o" Y -I-, I'K 0 0-M v Q 1 .6 1!_!J vr X, 5`9 1A VVIF-,� Ij 7�, I k� 1 ------------- lit -A!04W — �_- � �- 4% it, A IT -A, 4, 5 J N , r U, o J! 0 IF i Poo 0 10, T ji N, r iF- T�' Fri c_2 iI', ? IF MICHAEL F. J� 11; -,i- F J� v I- I I IF r 1 -4 Uc. N 028 % �w lip- w- 4* 140 s AV 0\ r 00000%, 0000 it K\MM \S�N It V /4-, _4 % J ENGINEERING GROUPE PROJECT STATUS DATE: 4/17/2006 j., N K 04/20/07 BID SET GRAPHIC SCAM SCALIE: A V i 08/01/07 BID SET 1 "=60' f VI t -1_7 N 60 0 30 60 120 240 DESIGNER: MFM it DRAFT ARC > 'u SMAN: F,:A 0. FILE N SP-002CH 1> IN FEET J IF 1 inch 60 & DATE ACTION SHEET 24 OF 38 ippendix 1-V nexible Pavement Design Worksheet for -New Subilitision Streets `_T'1it� uzxoct � inf �r•�_a :mx uac �ssre �$nii.�en in �cat�unatsee_ .._rt's'r3Q'3"< �uirsc •iasan ��.ccE R�mvsx�xz�t. . Countyibemarle Date: Subdivision The Pavilions at Pantops- Phase 1 Street dame Verona Court &. NNNspering Hallow lane Developer Southern Development Phone i t sA s _. as defined in the Subdiivision Street Requirements. :�.Oi ` "Projected trafa'tc ftn- �e sem--�.�emr c�ia„� d, �1 _ CBRu 0es `gn CBR = _ :t eragg4 of CBR` ' t 13 and modified only' as dis.:uss d to the Pay emenr Design Guide. o� th,. subsrade casts l . tal and tested as sp ed in the Pavement Oesiexa. Guide,,--". i.1iR CBR � flu., _ p . N; , I T s g. E.ngineef f= EPT ; iE ur%alent projezteil traffic _..... st N b�r of C-�ercial VeFhides y. > trucks, 5u_._�e.a ..t ._ %jt1} 9 or more axles and 6 of more €Tres). . e.g. °acv !Peromtkge of rhe total traffic Volume a Dred Df Ream Commercial ti"ehicfc_. R Resuteuzz Faztor = Relad: e value of the subgrad. soiri abrlrr4F to � rel.�fau� r� atwd laa�i��. Soil ala f BR1 .: RF, cie SSS'=C - SS� , ;,.gusuppsir- ._.__..,.... _.__.... ss index of Proposed as ernent desi-m Yom ured: by the Coni, entioxal Pavement Desigtf �Iethcd Dp }h Ene__ tt p l P _ �, Tru ass index required: based on Design DT and SSV_ deter „ a bywppend -, it Step 2 Determine Design Values Determine Design 01 1; CBR, RIF, and SSV ADT Sample U13FT Resiliency Factor (_Rk) HCV =100 x HCV x _ADTh; ._.. Table 1 or Note: For = Appendix Y 1 20 x HCV : ai3fi€ `f�. DN -1E approved RF For =elin2inazti :zsians, i:;e the 2owest RF valt;e_ in the equation Desi3n T .._._. _ - _. RF SSS' r ��G _ .. _ ._...... CBR its= gseat� o� r�.�'3` air EE�I' _ .. _. __. Ste 3: Pavement Design I Check appropriate box and show proposed Pavement design below P .O.... ........( ) Limited Design _ADT:5 400 .,,..•.,.....,.,,...,, .•,..•••.tete..,.tett •.,,..,..•,...,,..•,,,.....•.........•,,.,.,•..,..,.....•....,,.•..•....,,.,•..,,.•,•.•...,,••. •.. G •,- . Pavement Desi Guide ; a�-enrent _action as de . eIo ed in the _. ? . _ _ _ )_.Sho-..._. .._._.,. =See -Appendix 1:91 formaterial notations andtWelmess equivalency values Description of Proposed Pavement Section Nlatcrial _N' tation il;kcluicsa, fir a s a la;} Surface S.".1 9,5.4. A5 batt , 1 b- 3 3� ase; 1,7DO 21B A a, } Dp must equal or exceed the value. of D_• _ r a x h} 934 Appendix IV Flexible Pavement Design Worksheet for New Subdivision Streets 3Yiia sh�,.t i^. ini�neas far tsaa ins a^urxn%s.•icze sxs _enlz:n_tsen ^^i&h � �t;??`r �ib�e*cs�n �ts;,:t h".�,grtr�ns�t. County Albemade gate: Subdivision The Pavilions at Pantops, Phase 1 Street Name, Pavilions Court Developer Southern Development Phone: f a -• c. s, Proj�tti rfa�c for ttaa stmt seen¢ cc�rsidernd, as defined m ,h.. Subdtt-a tzm Srr c Requirement s, , CBl? , and meedihed oniv as discussed in the Pat-ement Desien Guide. CBR-1'CBR flue of the subg�rade sample. taken and tested as spa-ift 3 in e Pavement Design Guide) _ _. ,� � �•e 3 ' f Eng: .. ?ICza . --Number of -Hem Y C-Im emial vehicles (,e.g_ truck -s, buseL etc... with 2 or more axles and 6 or more tats s. ,f e r c volume co sed of He r,- . Commercial Vehicles. HC'V Per„enta�e o� th., owl traffic of � F-esilierzy Factor= Relative valine of th.. subgrade stem`s ability €o , arhstand r . at d l�adin�_ S_S_.V.., ;,-S-ou s_upp_.,ort value .of sa�g_..a..de_ (SSV B_RD ....x R fhttlmess index oproposed pavement d�s�xcomputed putod 1he Cowrent:onal Pavement vement Des4_� _,Lth ad , D. - s dSf' deresxred b _ endix 11 ,'�icl1ness snd.x nquu. d; l?ascfs en �esrgtr �.�T' an Step 2. < Determine Design Values. Step 1. DetenuineDesign DT CBR, RF and SSV 9IIV Sample CBKT Resiliency, Factor 1#f ?/aHC'k,' =1 Lig x HCS' x ADT) - Table 1 Of Note.- For -ApprtendLt s_ 1 20 RCViGd , g iiv approved RF menta FsEr ��,Ni't.- ?��;,, t:a� 5,?'r"=,�-,�.• '- �, For p=2iary'eesimu; use tE= to~:=as r RF valve in the yeTatioll Design T _ _,_ . _ _ 900 CBRD � SSS' TTae great_± of ? or 3 Step 3: Pavement Design ?;Check appropriate box and show proposedpavement desi�nbelow. L} 00l 3 + .,.•..• ................•x.,,..•:..,,•.....:..,.•..... ............,.,, ., . , . Shoe pement section as de el ayotaed in the Pavement Design wide ,'See -Appendix TIT for material notations and tbick-ness equivalency values Description of Proposed Pavement Section Nlatesial Notation Thiclmess, h a is x hj Surface SNI -4- 5.Asphalt Lill Base : :1-10.0 his halt 3" 2"5 -3 SubbaseDOT: =21B A 6" 1 d r-71-7 Elp must equal or exceed the value ofDR. =(a s h1=` 14.12. a Ix MH -1 1 515.501 512.00 z 0 512.00 548.00 1 512.00 510.17 1.9% M P-27 w w z 0 F 11_� i= z I-- O 548.00 Q 16.37* D Q U 507.80 507.60 w w !~Y 540.00 >Q W� >W11.1 W P Uj 1-1 w P-40 w V) z 504.40 4.1% P25 to >o o_ 0 V)o_ _ w o W -i � z z z z _ � z _ a 3 V) REMARKS P51 15 In. Di -3B 6.00 479.59 6.81 475.00 537.00 524.10 15.3% P-51 15 in. HDPE 47.98 529.27 524.10 523.90 475.00 463.50 24.0% P50 15 in. DI -1 61.83 467.00 463.50 463.00 523.90 523.40 0.8% P-50 15 in. HDPE 90.44 527.08 523.40 522.00 463.00 462.501 0.6% P49 18 in. DI -1 153.22 467.00 462.50 462.30 522.00 520.30 1.1 % P-49 15 in. HDPE 35.83 525.25 520.30 519.90 462.30 459.70 7.3% P48 18 in. DI -1 91.98 463.00 459.70 459.50 519.90 518.60 1.4% P-48 15 in. HDPE 13.87 525.87 518.60 515.30 459.50 459.41 0.6% P-47 115 in. HDPE 1108.10 1 473.00 472.40 0.6% P46 DI -3B 8.00 481.63 472.40 472.20 P-46 15 in. HDPE 74.10 472.20 460.00 16.5% P45 ES -1 460.00 P44 I DI -3B 1 8.00 472.791 466.50 P-44 15 in. HDPE 43.27 466.50 465.80 1.6% P43 DI -3B 12.00 472.00 465.80 459.94 P-43 15 in. HDPE 45.14 459.94 454.75 11.5% P42 ES -1 1454.75 P41 I MH -1 1 515.501 512.00 554.501 512.00 548.00 1 512.00 510.17 1.9% P3 P-27 P-41 15 in. HDPE 47.72 116.13 512.00 507.80 548.00 540.20 16.37* P40 15 in. HDPE DI -1 507.80 507.60 547.18 540.20 540.00 P-26 15 in. HDPE P-40 15 in. HDPE 110.62 504.40 4.1% P25 540.00 537.20 2.5% P39 504.40 504.20 DI -1 6.24 541.30 537.20 537.00 HDPE 60.02 IP48 P-39 15 In. HDPE 1 84.59 P24 6.81 DI -1 537.00 524.10 15.3% P38 12.49 DI -1 P-24 529.27 524.10 523.90 HDPE 8 502.30 P-38 15 in. HDPE 61.83 DI -1 6.00 502.80 523.90 523.40 0.8% P36 463.00 DI -3B 8.00 527.08 523.40 522.00 0.020 6.32 P-36 18 in. HDPE 153.22 1 P51 522.00 520.30 1.1 % P35 HDPE DI -3C 8.00 525.25 520.30 519.90 1.71 1.71 15 P-35 18 in. HDPE 91.98 473.00 472.40 476.80 P46 519.90 518.60 1.4% P33 0.14 DI -3B 4.00 525.87 518.60 515.30 0.1646 0.010 34.07 16.53 P-33 18 in. HDPE 25.08 0.08 P49 520.00 518.60 4.8% P32A 0.10 DI -313 4.00 524.35 514.74 514.54 • s P44 P -32A 18 in. HDPE 102.32 0.46 0.46 6.81 514.54 509.60 4.8% P32 10.68 DI -1 43.27 515.70 509.60 508.00 HDPE 0.94 0.72 P-32 18 in. HDPE 174.66 7.76 15 0.1150 0.010 508.00 489.00 10.9% P31 72.0 DI -1 1.01 496.50 489.00 488.501. P-31 24 in. HDPE 60.42 0.16 P46 488.50 487.90 0.9% P30 HDPE DI -38 4.00 496.87 487.90 487.00 2.72 2.72 15 P-30 24 in. HDPE 130.42 548.00 540.20 52.5 P40 487.00 485.70 1.0% P29 0.05 DI -313 4.00 494.91 485.70 485.20 0.0253 0.010 13.36 8.86 P-29 24 in. HDPE 115.88 HDPE 0.23 0.72 485.20 484.10 0.9% P28 4.22 DI -313 4.00 493.72 484.10 483.60 537.00 523.10 42. 2 P38 P-28 24 in. HDPE 62.00 0.10 0.72 6.81 483.60 482.45 1.9% P17 8.93 DI -313 6.00 492.60 482.45 480.10 0.020 12.77 2 P-17 24 in. HDPE 154.82 0.38 P40 480.10 471.00 5.9% P15 0.05 DI -3B 4.00 476.37 471.00 469.50 0.51 0.50 0.50 P-15 30 in. HDPE 58.66 0.01 98 0.010 11.82 8.34 469.50 467.40 3.6% P14 0.17 DI -3B 6.00 472.61 467.40 466.90 P-14 36 in.1 HDPE 1 28.70 0.16 P38 466.90 466.50 1.4% P13 I DI -3B 12.00 472.61 4.66,50 466.30 18 0.0111 0.01 0 14.39 P-13 36 in. HDPE 33.66 P35 P33 HDPE 466.30 465.80 1.5% S3 P -S3 36 in. 3.70 14.30 x:75.18 465.80 465.60 1 465.60 464.03 4.0% S2 P -S2 P12 36 in. HDPE DI -313 _4714.5-,i 105.36 8.00 464.1 v 1 466.41460.50 462.62 456.30 462.62 450.50 _ 2.0% _ P-12 36 in. HDPE 65.13 1.32 ! 1.42 456.30 452.80 5.4% P11 HDPE DI -1 0.70 _ 459.70 452.80 446.00 6.54 6.54 18 P-11 36 in. HDPE 96.68 1520.00 518.60 1446.00 2.21 444.00 2.1% P10 I I ES -1 1 0.00 1444.00 P35 8 ICurb DI -3C P37 I I DI -3B 1 8.00 1 52.81525.00 P-37 15 in. HDPE 136.29 _ 1525.001522.301 2.07. P36 1 1 DI -313 1 8.00 1527.08 4 522.30 522.00 P34 I I DI -1 1 1525.001520.00 P-34 18 in. HDPE 1 70.37 1 1 1 520.00 518.60 1 2.0% P33 I I DI -313 1 4.00 525.87 518.60 515.30 P27 I DI -1 515.501 512.00 515.30 512.00 95.48 1 512.00 510.17 1.9% P3 P-27 15 in. HDPE 99.66 15 in. HDPE 116.13 512.00 507.80 4.2% P26 502.30 494.09 487.80 DI -1 15 in. HDPE 511.10 507.80 507.60 P1 ES -1 37.37 P-26 15 in. HDPE 78.63 P50 P49 507.60 504.40 4.1% P25 0.30 DI -1 0.41 507.70 504.40 504.20 0.0055 0.010 6.24 4.58 P-25 15 in. HDPE 60.02 IP48 HDPE 504.20 502.50 2.8% P24 6.81 DI -1 2.72 505.80 502.50 502.30 22.62 12.49 35.83 P-24 15 in. HDPE 59.87 HDPE 8 502.30 499.50 4.7% P21 I DI -1 6.00 502.80 499.50 499.30 6.18 13.87 459.50 459.41 P23 I DI -1 1 515.501 512.00 503.701 500.40 95.48 1 512.00 510.17 1.9% P3 P-23 15 in. HDPE 80.24 15 in. HDPE 116.13 500.40 499.80 0.7% P22 502.30 494.09 487.80 DI -1 15 in. HDPE 503.10 499.80 499.60 P1 ES -1 37.37 P-22 15 in. HDPE 60.58 P50 P49 499.60 499.30 0.5% P21 0.30 DI -1 0.41 502.80 499.30 499.30 0.0055 0.010 6.24 4.58 P-21 18 in. HDPE 66.67 IP48 HDPE 499.10 490.40 13.0% P20 6.81 DI -1 2.72 494.57 490.40 487.70 22.62 12.49 35.83 P-20 18 in. HDPE 81.05 HDPE 8 487.70 487.26 0.5% P17 I DI -3B 6.00 492.60 487.26 480.10 6.18 13.87 459.50 459.41 P19 I DI -38 1 10.00 501.781 497.05 P-19 15 in. HDPE 170.49 497.05 490.39 3.9% P18 DI -3B 6.00 495.09 490.39 490.14 P-18 15 in. HDPE 40.08 490.14 487.69 6.1% P17 DI -36 6.00 492.60 487.69 480.10 P16P-DI-7 478.64 475.60 16 15 in. HDPE 72.19 475.60 471.70 5.4% P15 I I DI -36 1 4.00 476.37 471.70 469.50 ®® ► • W.f ___® I P6 I I DI -3B 1 8.00 1439.801 1427.991 P-6 115 in.1 HDPE 1 52.22 1 1 1 1427.991417.501 20.1 P5 I I ES -1 I 1 1 1417.501 P4 I DI -1 Material 515.501 512.00 P-4 15 in. HDPE 95.48 1 512.00 510.17 1.9% P3 DI -1 SLOPE ft ft N 513.50 510.17 505.10 P-3 15 in. HDPE 116.13 505.10 494.09 9.57. P2 DI -3B 8.00 502.30 494.09 487.80 P-2 15 in. HDPE 29.37 1 1487.801486.0016.1% P1 ES -1 37.37 1486.001 STORM SEER DESIGN COMPUTATIONS FROM TO Material DRAINAGE AREA acres RUNOFF COEF. C INC. CA acres ACC. CA acres IINC. in hr "Q ACC. "Q" cfs cfs PIPE DIA. in SLOPE ft ft N MAX. "Q" Velocity cfsft s LENGTH INV. INV. OF RUN UPPER LOWER ft ft ft UPPER TOP ft P51 P50 HDPE 0.36 0.68 0.24 0.24 6.81 1.63 1.63 15 0.1980 0.010 37.37 15.38 47.98 473.00 463.50 476.50 P50 P49 HDPE 0.11 0.54 0.06 0.30 6.81 0.41 2.04 15 0.0055 0.010 6.24 4.58 90.44 463.00 462.50 67.0 P49 IP48 HDPE 0.25 0.39 0.10 0.40 6.81 0.68 2.72 15 0.0726 0.010 22.62 12.49 35.83 462.30 459.70 467.001 P48 IS401 HDPE 0.92 0.47 0.43 0.83 6.81 2.93 5.65 15 0.0065 0.010 6.76 6.18 13.87 459.50 459.41 463.00 4.0 0.99 i 0.00 0.99 0.020 6.32 100 0.99 0.00 0.13 P51 6 Curb DI -3B P47 P46 HDPE 0.37 0.68 0.25 0.25 6.81 1.71 1.71 15 0.0056 0.010 6.26 4.36 108.10 473.00 472.40 476.80 P46 P45 HDPE 0.16 0.86 0.14 0.39 6,81 0.95 2.66 15 0.1646 0.010 34.07 16.53 74.10 472.20 460.00 481.63 0.24 0.00 0.08 P49 Grate D{-1 0.25 0.39 0.10 4.0 0.39 0.00 0.39 • s P44 P43 HDPE 0.64 0.72 0.46 0.46 6.81 3.13 3.13 15 0.0162 0.010 10.68 7.58 43.27 466.50 465.80 472.791 P43 P42 HDPE 0.94 0.72 0.68 1.14 6.81 4.63 7.76 15 0.1150 0.010 28.48 23.20 45.14 459.94 454.75 . 5 72.0 4.0 1.01 0.00 1.01 100 1.01 0.00 0.16 P46 8 Curb DI -3B P41 P40 HDPE 0.57 0.70 0.40 0.40 6.81 2.72 2.72 15 0.1635 0.010 33.95 16.61 47.72 548.00 540.20 52.5 P40 P39 HDPE 1 0.12 0.44 0.05 0.45 6.81 0.34 3.06 15 0.0253 0.010 13.36 8.86 110.62 540.00 537.20 547.18 P39 P38 HDPE 0.23 0.72 0.17 0.62 6.81 1.16 4.22 15 0.1643 0.010 34.04 27.74 84.59 537.00 523.10 42. 2 P38 P36 HDPE 0.15 0.67 0.10 0.72 6.81 0.68 4.90 15 0.0113 0.010 8.93 7.27 61.83 522.90 522.20 2 29.2 0.020 12.77 2 0.083 100 4.63 0.00 0.38 P40 Grate DI -1 0.12 0.44 0.05 4.0 P37 P36 HDPE 0.98 0.51 0.50 0.50 6.81 3.41 3.41 15 0.01 98 0.010 11.82 8.34 136.29 525.00 522.30 530.37 0.72 0.17 4.0 1 0.67 0.00 0.67 100 0.67 0.00 0.16 P38 P36 P35 HDPE 0.45 0.73 0.33 1.55 6.81 8 2.25 10.60 18 0.0111 0.01 0 14.39 8.14 153.22 522.00 520.30 527.081 P35 P33 HDPE 0.71 0.77 0.55 2.10 6.81 3.70 14.30 18 0.0141 0.010 16.21 9.18 91.98 519.90 518.60 525.2N 95 1.92 0.09 0.27 P36 P36 8 Curb DI -3B 0.45 0.73 0.33 4.0 1.32 0.09 1.42 0.020 0.040 P34 P33 HDPE 1.37 0.70 0.96 0.96 6.81 6.54 6.54 18 0.0200 0.010 19.31 10.93 69.85 1520.00 518.60 525.00 2.21 0.040 4.74 2 0.083 100 2.21 0.00 0.28 P35 8 ICurb DI -3C 0.71 0.77 0.55 P33 D132A HDPE 0.00 0.00 0.00 3.06 6.81 0.00 20.80 18 0.0483 0.010 30.01 16.98 25.08 515.30 514.74 525.87 P32A P32 HDPE 0.00 0.00 0.00 0.00 6.81 0.00 20.80 18 0.0483 0.010 30.01 16.98 102.32 514.54 509.60 524.35 P32 P31 HDPE 0.09 0.78 0.07 3.13 6.81 0.4,B 21.30 18 0.1088 0.010 45.04 25.49 174.66 508.00 489,00 515.70 P31 P30 HDPE 1.05 0.61 0.64 3.77 6.81 4.36 25.70 24 0.0099 0.010 29.26 9.31 66.98 488.50 487.90 498.06 P30 P29 HDPE 0.13 0.71 0.09 3.86 6.81 1 0.61 26.30 24 10.0096 0.010 28.81 9.17 135.82 487.00 485.70 496.40 P29 P28 HDPE 0.16 0.62 0.10 3.96 6.81 0.68 27.00 24 0.0095 0.010 28.65 10.32 115.88 485.20 484.10 494.91 P28 P17 HDPE 0.35 0.86 0.30 4.26 6.81 2.04 29.00 24 0.0185 0.010 40.05 13.74 62.00 483.60 482.45 493.72 Curb DI -3B 0.16 0.62 0.10 4.0 0.40 0.04 0.44 0.011 0.020 2.43 2 0.083 100 0.44 0.00 0.171 P27 P26 HDPE 0.36 0.42 0.15 0.15 6.81 1.02 1.02 15 0.0421 0.010 17.24 734 99.66 512.00 507.80 515.30 P26 P25 HDPE 0.38 0.41 0.16 j 0.31 6.81 1.09 2.11 15 0.0407 0.010 16.94 9,.39 78.63 507.60 504.40 511.10 P25 P24 HDPE 0.25 0.43 0.11 0.42 6.81 0.75 2.86 15 0.0283 0.010 14.13 8..98 60.02 504.20 502.50 507.70 P24 P21 HDPE 0.32 0.45 0.14 0.56 6.81 0.95 3.81 15 0.0468 0.0101 18.16 11.68 59.87 502.30 499.50 505.80 0.16 4.0 0.63 0.00 0.63 100 0.63 0.00 0.27 P25 P23 P22 HDPE 0.06 0.57 0.03 0.03 6.81 0.21 0.21 15 0.0075 0.010 7.26 2.71 80.24500.40 499.80 503.70 P22 P21 H E HDPE 0.07 0.62 0.04 0.07 6.81 0.27 0.48 15 0 0 . 050 0.010 5.91 2.97 60.58 499.60 499.30 503.10 100 0.58 0.00 0.27 P23 Grate DI -1 0.06 0.57 0.03 4.0 0.14 0.00 0.14 P21 P20 HDPE 1.50 0.45 0.68 1.31 6.81 4.63 8.92 18 0.1305 0.010 49.33 21.06 66.67 499.10 490.40 02.8 P20 P17 HDPE 0.04 0.35 0.01 1.32 6.81 0.07 8.99 18 0.0054 0.010 10.06 6.42 81.05 487.70 487.26 494.57 4.0 2.72 0.00 2.72 100 2.72 0.00 0.49 P20 Grate DI -1 P19 P181 HDPE 0.62 0.67 0.42 0.42 6.81 2.86 2.86 15 0.0391 0.010 16.60 10.11 170.49 497.05 490.39 501.78 P18 P171 HDPE 0.51 0.79 0.40 0.82 6.81 2.72 5.58 15 10.0611 0.010 20.76 14.34 40.08 490.14 487.69 495.09 1.66 0.02 0.22 P18 P18 6 Curb DI -3B 0.51 0.79 0.40 4.0 1.62 0.02 1.64 0.020 1 8.85 P17 P15 HDPE 0.24 0.81 0.19 6.59 6.81 1.32 44.90 24 0.0588 0.010 71.30 23.69 154.82 480.10 471.00 492.60 0.020 13.09 2 0.083 100 2.96 0.00 0.39 P17 6 Curb DI -313 0.24 0.81 0.19 4.0 P16 P15 HDPE 0.64 0.66 0.42 0.42 6.81 2.86 2.86 15 0.0540 0.010 19.52 11.41 72.19 475.60 471.70 478.64 0.66 1 0.42 4.0 1.70 0.00 1.70 0.020 9.10 1 100 1.70 0.00 0.18 P16 P15 P14 HDPE 0.05 0.84 0.04 7.05 6.81 0.27 48.00 30 0.0358 0.010 100.88 20.00 58.66 469.50 467.40 476.37 P14 P131 HDPE 0.10 0.65 0.07 7.12 6.81 0.47 48.50 36 10.0139 0.010 102.36 6.46 28.70 466.90 466.50 472.61 P13 S3 HDPE 0.76 0.72 0.55 1 7.67 6.81 1 3.75 1 52.20 36 0.0149 0.010 105.67 6.94 33.66 1466.30 465.80 472.61 S3 S2 1.51 2 10.083 100 1 10.76 OFFSITE FLOW- SEE PHASE III ROAD PLANS FOR LUXOR SUBDIVISION -PLAN BY OTHERS S2 P12 HDPE 0.33 0.72 0.24 18.43 6.81 1.63 125.50 36 0.0249 0.010 160.00 19.67 105.36 462.62 460.00 74.5 P12 P11 HDPE 0.19 0.71 0.13 18.56 6.81 0.89 126.40 36 0.053710-010 200.99 29.08 65.13 456.30 452.80 466.41 P11 P10 HDPE 0.41 0.73 0,30 18.86 6.81 2.05 128.40 36 0.019010-010 140.88 19.93 96.68 443.84 441.85 458.50 0.00 1.21 100 1.21 0.00 0.22 P9 6 Curb DI -313 0.27 0.69 P9 P8 HDPE 0.27 0.69 0.19 1 0.19 6.81 1.29 `,29 15 0.0102 0.010 8.49 4.98 46.03 441.27 440.80 448.25 P8 P7 HDPE 0.14 0.79 0.11 0.30 6.81 0.75 2.04 15 0.0708 0.010 22.35 1 11.33 64.96 440.60 436.00 447.92 P6 P6 8 Curb DI -3B 0.56 0.79 0.44 4.0 1.78 0.07 1.85 0.02 8.47 1 100 1 P6 P5 HDPE 0.56 0.79 0.44 0.44 6.81 3.00 3.00 15 0.2009 0.010 37.64 18.41 52.22 427.99 417.50 439.80 0 0.020 100 3.22 0.00 0.24 P4 Grate DI -1 0.41 0.45 0.18 4.0 0.74 0.00 0.74 P4 P3 HDPE 0.41 0.45 0.18 0.18 6.81 1.23 1.23 15 0.0203 0.010 11.96 9.75 90.05 512.00 510.17 515.50 P3 P2 P2 P1 HDPE HDPE 0.53 0.61 0.39 0.86 0.21 0.52 0.39 0.91 6.81 6.81 1.43 3.54.20 2,66 15 15 0.0922 0.012 0.0613 0.010 21.25 20.79 17.31 16.94 119.42 64.96 505.10 494.09 513.50 483.98 480.40 02.3 STORM WATER INLET COMPUTATIONS 000 P 00 T 0� s � a MICHAEL F. YERS+ U Lit" No 3028 gyp"°i ��+► �AL'a ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 000/07 07 BID SET SCALE.: N/A 08/01/07 BID SET DESIGINER: MFM DRAFTSMAN: ARC FILE 110. SP-002CH DATE ACTION SHEET 25 OF 38 Local Total Tc4WI S Sx 1� • Total DRAINAGE Ln `1 Rational Bypassed Flow To GUTTER CROSS TQ Carryover UD ;-4 o Qd o w AN LENGTH � AREA CA I Flow Flow Inlet SLOPE SLOPE SPREAD W Sw E (#16) INTERCEPTED ' Flow d Bypass NUMBER ft TYPE acres C acres In hr(cls) cfs cfs ft ft ft ft ft ft ft ft%) � (cfs) cfs ft Target P51 6 Curb DI -3B 0.36 0.681 0.24 4.0 0.99 i 0.00 0.99 0.020 6.32 100 0.99 0.00 0.13 P51 6 Curb DI -3B 0.36 0.68', 1 0.24 1 6.5 1 1.600.00 1.60 0.020 8.74 0 10.0201 100 1.60 0.00 0.17 P50 Grate DI -1 0.11 0.54 0.06 1 4.0 0.24 0.00 0.24 1 1 100 0.24 0.00 0.08 P49 Grate D{-1 0.25 0.39 0.10 4.0 0.39 0.00 0.39 • s 1100 0.39 0.00 0.10 P48 Grate 01-1 0.92 0.47 0.43 4,0 1.74 _0.00 1.74 100 1.74 0.00 0.21 P47 Grate DI -1 0.37 0.68 0.25 4.0 1.01 0.00 1.01 100 1.01 0.00 0.16 P46 8 Curb DI -3B 0.16 0.86 0.14 4.0 0.55 0.00 0.55 0.066 0.020 3.96 91 1 0.50 0.05 0.08 P43 P44 8 Curb DI -3B 0.64 0.72 0.46 4.0 1.86 + - 0.00 1.86 0.025 0.020 5.83 2 0.083 93 1.73 0.13 0.241 P42 P43 12 Curb DI -3B 0.94 0.72 0.68 4.0 2.73 0.05 2.78 0.020 9.09 2 0.083 100 2.78 0.00 0.31 P43 12 Curb DI -3B 0.94 0.72 0.68 6.5 4.43 0.20 4.63 0.020 12.77 2 0.083 100 4.63 0.00 0.38 P40 Grate DI -1 0.12 0.44 0.05 4.0 0.21 0.00 0.21 100 0.21 0.00 0.10 P39 Grate DI -1 0.23 0.72 0.17 4.0 1 0.67 0.00 0.67 100 0.67 0.00 0.16 P38 Grate DI -1 0.15 0.67 0.10 4.0 1 0.41 0.00 0.41 1 100 0.41 0.00 0.13 P37 8 Curb DI -3B 0.98 0.51 0.50 4.0 1 2.02 0.00 2.02 1 0.020 0.040 1 4.52 2 10.083 95 1.92 0.09 0.27 P36 P36 8 Curb DI -3B 0.45 0.73 0.33 4.0 1.32 0.09 1.42 0.020 0.040 3.77 2 0.083 100 1.42 0.00 A241 P35 P35 8 Curb DI -3C 0.71 0.77 0.55 4.0 2.20 0.00 2.21 0.040 4.74 2 0.083 100 2.21 0.00 0.28 P35 8 ICurb DI -3C 0.71 0.77 0.55 6.5 3.58 0.30 3.88 0.040 6.92 2 0.083 100 3.88 0.00 0.36 P34 Grate DI -1 1.37 0.70 0.96 4.0 3.87 0.00 3.87 100 3.87 0.00 0.44 P33 4 Curb DI -3B 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.010 0.040 0.00 2 0.083 100 0.00 0.00 0.001 P35 P32 Grate DI -1 0.09 0.78 0.07 4.0 0.28 0.00 0.28 1 100 0.28 0.00 0.11 P31 Grate DI -1 1,05 0.61 0.64 4.0 2.58 0.00 1 2.58 100 2.58 0.00 0.35 P30 4 Curb DI -3B 0.13 0.71 0.09 4.0 0.37 0.00 0.37 0.011 0.020 4.80 90 1 0.33 0.04 0.101 P29 P29 4 Curb DI -3B 0.16 0.62 0.10 4.0 0.40 0.04 0.44 0.011 0.020 2.43 2 0.083 100 0.44 0.00 0.171 P28 P28 4 Curb DI -3B 0.35 0.86 0.30 4.0 1.21 0.00 1.21 0.020 8.45 2 0.083 100 1.21 0.00 0.29 P28 4 Curb DI -3B 0.350.86 0.30 6.5 1.97 0.00 1.97 0.020 11.67 2 0.083 100 1.97 0.00 0.36 P27 Grate DI -1 0.36 0.42 0.15 4.0 0.61 0.00 0.61 100 0.61 0.00 0.27 P26 Grate DI -1 0.38 0.41 0.16 4.0 0.63 0.00 0.63 100 0.63 0.00 0.27 P25 Grate DI -1 0.25 0.43 0.11 4.0 0.43 0.00 0.43 100 0.43 0.00 0.24 P24 Grate DI -1 0.32 0.45 0.14 4.0 0.58 0.00 0.58 100 0.58 0.00 0.27 P23 Grate DI -1 0.06 0.57 0.03 4.0 0.14 0.00 0.14 100 0.14 0.00 0.14 P22 Grate DI -1 0.07 0.62 1 0.04 1 4.0 0.17 0.00 0.17 100 0.17 0.00 0.16 P21 Grate DI -1 1.50 0.45 1 0.68 4.0 2.72 0.00 2.72 100 2.72 0.00 0.49 P20 Grate DI -1 0.04 0.35 0.01 4.0 0.06 0.00 0.06 1 100 1 0.06 0.00 0.10 P19 10 Curb DI -3B 0.62 0.67 0.42 4.0 1.67 0.00 1.67 0.040 0.020 4.66 2 0.083 99 1 1.66 0.02 0.22 P18 P18 6 Curb DI -3B 0.51 0.79 0.40 4.0 1.62 0.02 1.64 0.020 1 8.85 2 0.083 100 1 1.64 0.00 0.30 P18 6 Curb DI -3B 0.51 0.79 0.40 6.5 2.64 0.32 2.96 1 0.020 13.09 2 0.083 100 2.96 0.00 0.39 P17 6 Curb DI -313 0.24 0.81 0.19 4.0 0.78 0.00 0.78 0.040 0.020 2.16 2 0.083 94 0.74 0.05 0.17 P15 P16 6 DI -7 0.64 0.66 1 0.42 4.0 1.70 0.00 1.70 0.020 9.10 1 100 1.70 0.00 0.18 P16 6 Curb DI -3B 0.64 0.66 1 0.42 6.5 1 2.77 0.00 2.77 0.020 12.57 1 100 2.77 0.00 0.25 P15 4 Curb DI -3B 0.05 0.84 1 0.04 4.0 0.17 0.05 0.21 0.094 0.020 1.07 2 10.083 89 0.19 0.02 0.09 P14 P14 6 Curb DI -3B 0.10 0.65 1 0.07 4.0 0.26 0.02 0.29 0.026 0.020 1.51 2 10.083 100 1 0.29 0.00 0.13 P12 P13 12 Curb DI -313 0.76 0.72 1 0.55 4.0 2.21 0.00 2.21 0.026 0.020 6.38 2 0.083 100 2.21 0.00 0.25 P11 P12 8 Curb DI -3B 0.19 0.71 0.13 4.0 0.54 0.00 0.54 0.120 0.020 1.45 2 0.083 98 0.53 0.01 0.12 P10 P11 Grate DI -1 0.41 0.73 0.30 4.0 1.21 0.00 1.21 100 1.21 0.00 0.22 P9 6 Curb DI -313 0.27 0.69 0.19 4.0 0.75 0.00 0.75 0.045 0.020 1.96 2 0.083 94 0.70 0.05 0.16 P6 P8 6 Curb DI -3B 0.14 0.79 0.11 4.0 0.45 0.00 0.45 0.020 0.020 4.56 96 0.43 0.02 0.09 P6 P6 8 Curb DI -3B 0.56 0.79 0.44 4.0 1.78 0.07 1.85 0.02 8.47 1 100 1 1.85 0 0.17 P6 8 Curb DI -3B 0.56 0.79 1 0.44 6.5 2.90 0.32 3.22 0.020 12.24 0 0.020 100 3.22 0.00 0.24 P4 Grate DI -1 0.41 0.45 0.18 4.0 0.74 0.00 0.74 100 0.74 0.00 0.14 P3 Grate DI -1 01.53 0.39 0.21 4.0 0.83 0.00 0.83 100 0.83 0.00 0.14 P2 8 Curb DI -3B 0.61 0.86 0.52 4.0 2.12 0.00 2.12 1 0.020 1 .26 100 2.12 0.00 0.19 1132 8 Curb DI -3B 0.61 0.86 0.52 6.5 3.44 1 0.00 3.44 1 10.020 1 12.80 0 0.0201 100 3.44 0.00 0.26 000 P 00 T 0� s � a MICHAEL F. YERS+ U Lit" No 3028 gyp"°i ��+► �AL'a ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 000/07 07 BID SET SCALE.: N/A 08/01/07 BID SET DESIGINER: MFM DRAFTSMAN: ARC FILE 110. SP-002CH DATE ACTION SHEET 25 OF 38 ; � � 1� • c� C}' N Ln Ln `1 ch • UD ;-4 o Qd o w AN � V c� r� > cc) .onqj .8 v `t U • O ' ' � r L 3 ra t i • s '4 z � 000 P 00 T 0� s � a MICHAEL F. YERS+ U Lit" No 3028 gyp"°i ��+► �AL'a ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 000/07 07 BID SET SCALE.: N/A 08/01/07 BID SET DESIGINER: MFM DRAFTSMAN: ARC FILE 110. SP-002CH DATE ACTION SHEET 25 OF 38 � � t • `1 • r s • • • ra i • s � rr rr u • s 000 P 00 T 0� s � a MICHAEL F. YERS+ U Lit" No 3028 gyp"°i ��+► �AL'a ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 000/07 07 BID SET SCALE.: N/A 08/01/07 BID SET DESIGINER: MFM DRAFTSMAN: ARC FILE 110. SP-002CH DATE ACTION SHEET 25 OF 38 � � t `1 • i s • 1.4 i 000 P 00 T 0� s � a MICHAEL F. YERS+ U Lit" No 3028 gyp"°i ��+► �AL'a ENGINEERING GROUPIE PROJECT STATUS DATE: 4/17/2006 000/07 07 BID SET SCALE.: N/A 08/01/07 BID SET DESIGINER: MFM DRAFTSMAN: ARC FILE 110. SP-002CH DATE ACTION SHEET 25 OF 38 SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP(CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL E AT LEAST 0.2' HIGHER THAN THE TOP (CROWN)ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MAN- OLE. 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE', OR AN APPROVED EQUAL 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE PER FCX) 2%(1/4- � 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SADLT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL IN UNE WYE -TEE PLAN VARIES p i SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -6 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24'MIN INITIAL BACKFILL U6; j MIN. MIN. BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 24 IN INITIAL BACKFILL 24'MIN UNSTABL7AN. SOILMIN. MIN MIN .x%68 STONE >, 8 STONE STABLE SOIL OR ROCK t STABLE SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -13 1' UXRIPRESgDK x 3/C WALE WE COMM OR APPROVED ESWL ID -19 8"MIN EMBEDMENT SPRING UNE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL. NOT CONTAIN ROCK MATERIAL LARGER THAN 6* IN ANY DIMENSION -INITIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER ,-HAUNCHING -BEDDING 6" max 4" min --FOUNDATION (SHALL BE REQUIRED WHEN SOIL -CONDITIONS ARE UNSTABLE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE 'SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -7 SECTION 2-2 I PIPE DEGREE 1' HYPE 'K' VO.. TEE AND PLUGS VOL SIZE SOFT COPPER (FEET) CUND. FOR USE ON ATTACHM SOLE FAMF_Y CxU.YD. (270') BEND 7 CU. FT Ir 3'-0' 4'-3' r-6 r-6. 7-3' r RESI ENUAL SERvII>L4 OR DUAL taESIDE1tnAL H T L H T Ate Po60ATION SERVIOM 90 _ 250 xI•xI' TET: j 0.24 2r Y- q 3'-3. 9-0' 5'-9' 2 L2' =:II° 6`017-3' 2 1/2' NOTE NO SMEAIED RTIRIG5 45 22 1/2 200 1.50 2.00. 2.60 1252 DUAL SERVICE 200 225 2.50 0.15 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 11 1/4 P COMPRES ON x 3/4' MALE PPE COIPIRIO 12.00 250 0.10 FIG. W-5 OR APPROVED MM er! ("d` I' TYPE 'K 90 3.66 3.io 3.21 SOFT c6PPEx Z Service Authority. ` V 8' 0) 2.66 1.66 2.."6277 2.111 289 0.26 0.13 3.16 FOR USE ON OETACKM SHOVE FAWY 286 0.32 • 11 1/4 RESIDENTIAL SERVICE 184M AN "If"Tat 2.16 2.67 1 0.13 ME" Is NOT PROVIDED. SINGLE SERVICE t rn i) SADDLES SIML BE USED QI PW PPE 4.83 3.63✓ 3.42 CAST RM LID 10"-25' GRAM BROOKS 2200 SERIES BOX VMH 1/4 BOO COUPtRM (F REQUIRED) tO' & 12' EXTUISIM OR APPROVED EQUAL MUF3IER 740. it-3LOBY (17 10dEF110 744 tF-ISOEB 7 7/2•, 27 3.58 2.58 RI UNPAVED AREAS FOIe 3.83 4.00 2.83 3 » 11 1/4 1.83 M iceM-7777�; 3r WL 284 0.18 71ER (pLACEp ON SrpfE) OR APPROVED EQUAL • WOONAW 20-200 RFIDO W � • s OR APPROYM EQUAL 11E.IER COIPORAIM STOP (1'. 1 I/2". MIAIFR NO. H-2504) 4MOM 27 BRICK AS '.. I= No. F-60% OR L.,., APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG, W-6 ADDED FEB. 16. 20015 ID -19 8"MIN EMBEDMENT SPRING UNE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL. NOT CONTAIN ROCK MATERIAL LARGER THAN 6* IN ANY DIMENSION -INITIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER ,-HAUNCHING -BEDDING 6" max 4" min --FOUNDATION (SHALL BE REQUIRED WHEN SOIL -CONDITIONS ARE UNSTABLE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE 'SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -7 SECTION 2-2 I PIPE DEGREE BEND DIMENSIONS VO.. TEE AND PLUGS VOL SIZE OF (FEET) CUND. (FEET) CxU.YD. (270') BEND 7 CU. FT Ir 3'-0' 4'-3' r-6 r-6. 7-3' r L H T L H T j _ 3 .... - 90 _ 250 250 50 3.01 0.24 2r Y- q 3'-3. 9-0' 5'-9' 2 L2' =:II° 6`017-3' 2 1/2' 4' & 6' 45 22 1/2 200 1.50 2.00. 2.60 1252 0.15 0.10 200 225 2.50 0.15 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 11 1/4 L50 12.00 250 0.10 FIG. W-5 S min. penetration into undisturbed er! ("d` 45 90 3.66 3.io 3.21 0.48 Z Service Authority. ` V 8' 45 221/2 2.66 1.66 2.."6277 2.111 289 0.26 0.13 3.16 291 286 0.32 • 11 1/4 1.66 2.16 2.67 1 0.13 rr .r rn 90 4.83 3.63✓ 3.42 0.83 tO' & 12' 45 22 1 /2 3.33 233 3.58 2.58 295 286 0.43 0.24 3.83 4.00 2.83 0.52 11 1/4 1.83 233 284 0.18 1. THRUST BLOCKS ARE REQUIRED W'HF.NEVER LINE PIPELINE : CHANGES DIRECTION, CHANGES SIZE. DEAD ENDS AND AT WALVE's 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POIURED O/ ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRtETE THRUST BLOCKS NTS FIG. WI• -3 IU -74 [COVER UFT NOTCH 12 3/8" WATER 18' METER BOX CAST IRON UD 18" �� v 6" EXTENSION 6' PIPE SLOT BROOKS (2 PLACES) 2200 SERIES NOTES:- (1) OTES:(1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6' EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAL, USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24'. (3) FOR TOUCH READ MEITERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-l" METERS) NTS FIG. W-7 TD -20 FRAME & COVER SEE FIG. &-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0' MAX "AGE LOOK" TYPE RUBBER COATED e STEEL STEPS OR APPROVED EQUAL CAST IN PLACE « PRECAST REINFORCED CONCRETE ' SECTIONS WITH 'O" RING SEALS ® OR APPROVED EQUAL 3'-0' MIN o THE DROP CONNECTION SHALL BE 0DUCTILE IRON PIPE (CLASS 50) 5' BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN ® BACKFILLED WITH SELF -COMPACTING 18' MAX STONE. 5'-F- G MINIMUM ELEVATION DIFFERENCE VARVE - 12'MIN 12"MIN /a ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH " TRANSITION OF FLOW BETWEEN ;. INLET & OULET PIPE SHALL BE .• a . ' /? PROVIDED. 12 3/4 DIA OF LARGEST PIPE IN MANHOLE IMMeMINI. 8' BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, UFT HOLM INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -I -C TD -3 - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER UNE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18' BEND USE 3 STRAPS AS SHOWN. USE BRACING STRAPS E ON ALL PIPE SIZES D� B CON RETE_CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE A B C B E F I 4' - 6 1'-9' 2'-3' 2--6. 1'-E' r -D' 1 1/4' VILLE THREADS WHICH IS s' Z-313`0` r-6' 1'-6 r-6.1 1/4' U 1/4* IV r 3 r 6' r o• 3 0' 2• a 2- 31-W 4' 3' 3'-0' r-3. 3'-6' r 6• MIN 16' 7-6' Y-6. 3'-3' 3'-0' 4'-6' 2 1/2' (270') 4' - 6 21_6' 3'-0' r -s 1'-6' r -W 1 1/4' 7 CU. FT Ir 3'-0' 4'-3' r-6 r-6. 7-3' r 2 10' 3'-3' T O. 3 0 L-73 2' S '- -O'4'- 2' �- 18' S' 7'-6 3'-3' 4'-.r S' 2 I/2' j _ 3 .... - 6'-0' 31-0' 3'-3. 31-31 2 1/4 .4 8• 3'-6 6'-6 3'-0' 3'-B' 3'-9' 2 1/4 45* 1A' 4'� 7'-6' 3'-D' 4'-3' 5'-0' 2 I/4 2r Y- q 3'-3. 9-0' 5'-9' 2 L2' =:II° 6`017-3' 2 1/2' 3" THREAD -1-NOMINAL INSIDE 3/4' ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE BARS O 12' IPE B Od CENTER FOR CONCRETE CLASS '8' 1L2�� DS & CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE: STANDARD 90' HOOK ON END OF ANCHCDR BOLTS TO FACT= CENTER OF BLOCKS CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A VARIES SIZE BRANCH AND VALVE THE SAME A� WATER MAIN-,, TD -15 VE BOX WATER -ROD VALVE TO TEE ON-LINE (TYPE r'B'r) PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or I BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK rO METER BOX (SEE FIG. W-7) VALVE IP NO. 57 STONE M.J. FITTING �2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE rrA") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -26 Y (4) i' (25mm) DIA HOLES ON 32 3/4' (834mm) DTA 4 BOLT CIRCLE. 2' (51mm) LETTERS __U Q ® (RECESSED FLUSH) 01• a� East Jordan Iron C25r1m7 jam' Works 00104316(2) CLOSED r PICKH❑LES 1 1/2' > C38mm3 Z_f O t- O 0 T 1 1 S W (2) CORED PICKBARS 1/8' (29mm) DIA BOSS •>�! 27 1/2' DIA 1699MMI 138Mm3 M 26 1/4' DIA T C178MMI C667mm3 26' DIA 1 112` 1660mm7 C38MM3 /4' (6mm) DIA 3 1/8' f"� 24' DIA NEOPRENE GASKET C79mm3 j C606mm7 O 28 7/16' DIA 5/8' 1722mm3 116MMI 23' DIA C584mm3 36' DIA 25' DIA 1914mm7 1635mm3 D.D. OF GASKET GROOVE FRAME SECTION SECTION L JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT 13F WAY, I •-]0 - 1 �• 1 1 0 WATER SEWER 3 0 0 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS! WATER OR SEWER ONLY - 20' MINIMUM WATER NS SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER LINES, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90* TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 6' a = _ _ _ = I Side View VILLE THREADS WHICH IS - - - - 3' Minimum THE LOCAL STANDARD. TO HIGHWAY DEPARTMENT APPROVAL a FINISHED GRADE 6• MIN 2' TO 10' (270') I I ADJUSTABLE VALVE BOX W/ UD 7 CU. FT 8' 1 -VALVE BO 2 U (SCREW TYPE) OR APPROVED EQUAL S �- I� j _ 3 .... - CerOlTcaUon of 95.5 compacting rewired .4 • -� - e. WATER I ., I Q =:II° a 2500 P.S.I. Cn :11 Galvanized Steel B _. 8 e 2'x 2' BEARING AREA. a 4 a• ? A W12 x 14 (min. size) U ON NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ®®® TYPICAL GATE VALVE NTS FIG. W-5 S min. penetration into undisturbed er! ("d` 45 soil , or as approved by the O a Z Service Authority. ` V I TYPICAL THRUST BLOCK IN FILL AREA AIR RELEASE VALVE APCO MODEL NO. 143C (1" , NO. 2000 1" , NO. 1450 2 NO. 200C �2"3 OR APPRO D EQUAL BRASS OR BRONZE PIPE -� DRAIN TO GRADE IF POSSIBLE BRICK SUPPORTS OR SOLID CEMENT BLOCKS NTS FIG. W3 -B TD -16 '--TYPE "K' SOFT COPPER H 1OP 5Pd00 EQUAL GRADE I V ZE GATE I s. STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERUNES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD -27 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VILLE THREADS WHICH IS QOR APPROVED EQUAL 7 THE LOCAL STANDARD. TO HIGHWAY DEPARTMENT APPROVAL LENGTH OF BRANCH VARIES FINISHED GRADE 6• MIN 2' TO 10' (270') I I ADJUSTABLE VALVE BOX W/ UD 7 CU. FT 8' 1 -VALVE BO 1 IEE 2500 P.S.I. CONCRETE BASE AND THRUST T•;;y'• !I •i.I ':i.'. BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN L MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVER.. AND KEEP FREE OF CONCRETE. 2 MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOFS ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE 1N WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BBE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -17 ASTM AN AND HEX NUT ASTM A588 (EYP) UNDISTURBED EARTH UNDol ISTURBO 2 L 3/4' DIA ALL-7MRFAD ::•'4. WATER MAIN VALVE 2,CMIN UNDISTURBED EARTH ELBN --CLASS A-:3 CONCRETE 18" 11] EYAT1419 UNDISTURBED NOTE SECTION 1. ALL RODS AND FASIENfn Stall BE GIVEN TWO COATS OF ASWHALTK: PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL EN%W THAT THE COLLAR BEARS vAvwr uNDmumx'D sOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE A8=.UIEE MINIMUM. IF THE TRRCCH WIDTH i5 LARGER DURING CONSTRUCTION, THE COLLAR LOIS SHALLL HNMEASE ACCORDNHCLY. CROSS ANCHOR RESTRAINTS FFOR VALVES NIS Fig. W -3C Added Fab. 16 06 TD -31 TD -18 GENERAL WATER & SEWER COIVD177ONS 1. WORK SHALL BE SUBJECT TO INSPEC77ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR N077FWNG THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF 774E WORK. 2 THE LOCA77ON OF EXIS77NO U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON 771E PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. 771E CONTRACTOR SHALL ON HIS OWN IN177A77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONS7RUC770N SHALL COMPLY WITH 7HE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONS77?UC770N SPECIF1CA7701VS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA77ONAL GEODE77C SURVEY 5. THE CON7RACTOR SHALL BE RESPONSIBLE FOR N077F)ING I MISS UTILITY (1-800-552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER 7HE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HTDRANT LINES, SERVICE LA7ERALS AND WATERLINES; ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OU751DE OF ROADSIDE DITCHES. 8. VALVES ON DEADENED LINES SHALL BE RODDED TO PROVIDE ADEOUA7E RESTRAINT FOR 774E VALVE DURING A FUTURE EXTENSION OF 774E LINE PLACE 5' GALV. ' WITNESS POST PAINTED fines BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE 0 I f. % I I ADJUSTABLE VALVE BOX W/ UD '� J BINGHAM & TAYLOR FIG. NO. 4905 2 U (SCREW TYPE) OR APPROVED EQUAL S I Z N I� M - - M.J. GATE VALVE WATER UNE _I __; 2500 P.S.I. Cn CONCRETE THRUST BLOCK 8 e 2'x 2' BEARING AREA. 4 a• ? A e, a e 4 U ON NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD -18 GENERAL WATER & SEWER COIVD177ONS 1. WORK SHALL BE SUBJECT TO INSPEC77ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR N077FWNG THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF 774E WORK. 2 THE LOCA77ON OF EXIS77NO U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON 771E PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. 771E CONTRACTOR SHALL ON HIS OWN IN177A77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONS7RUC770N SHALL COMPLY WITH 7HE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONS77?UC770N SPECIF1CA7701VS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA77ONAL GEODE77C SURVEY 5. THE CON7RACTOR SHALL BE RESPONSIBLE FOR N077F)ING I MISS UTILITY (1-800-552- 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER 7HE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HTDRANT LINES, SERVICE LA7ERALS AND WATERLINES; ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OU751DE OF ROADSIDE DITCHES. 8. VALVES ON DEADENED LINES SHALL BE RODDED TO PROVIDE ADEOUA7E RESTRAINT FOR 774E VALVE DURING A FUTURE EXTENSION OF 774E LINE ®fl MICHAEL F. «-+ 4 Lic. No. 028 a ENGINEERING GROUPIE PROJECT STATUS DATE: 4 f 17 f 06 04 20 07 BID SET SCALE: N A 08 01 07 BID SET DESIGNER: MFM DRAFTSMAN: ARC FILE 74(0. SP-002CH DATE ACTION SHE7� 26 OF 38 fines f. % '� J I� Y � (i d. N 00 wyx4-4 N Ln _I • Cn 's Tx - • ? A d U ON 44 ri er! ("d` D O Z rr ` V &0 � 8 r • • ®fl MICHAEL F. «-+ 4 Lic. No. 028 a ENGINEERING GROUPIE PROJECT STATUS DATE: 4 f 17 f 06 04 20 07 BID SET SCALE: N A 08 01 07 BID SET DESIGNER: MFM DRAFTSMAN: ARC FILE 74(0. SP-002CH DATE ACTION SHE7� 26 OF 38 I� • • • • er! Z rr ` V &0 � W r • • rr .r rn • trr � • s ®fl MICHAEL F. «-+ 4 Lic. No. 028 a ENGINEERING GROUPIE PROJECT STATUS DATE: 4 f 17 f 06 04 20 07 BID SET SCALE: N A 08 01 07 BID SET DESIGNER: MFM DRAFTSMAN: ARC FILE 74(0. SP-002CH DATE ACTION SHE7� 26 OF 38 I� Z W ` V &0 W ®fl MICHAEL F. «-+ 4 Lic. No. 028 a ENGINEERING GROUPIE PROJECT STATUS DATE: 4 f 17 f 06 04 20 07 BID SET SCALE: N A 08 01 07 BID SET DESIGNER: MFM DRAFTSMAN: ARC FILE 74(0. SP-002CH DATE ACTION SHE7� 26 OF 38 SetdSde Plan\Pantops 27-35 Utility Profillesdwg 9/26/2007 4:03:15 Rq LJ 0 0000000 00000 SetdSde Plan\Pantops 27-35 Utility Profillesdwg 9/26/2007 4:03:15 Rq G Se1o\SKePlan\Panbops 27-35 Pnzfiles.dv0, 9/26/2007 4:03:30 PM ----' ' —.s o — r11 N C�N • • • • • 1 119C 110FEET OF _RT INVF (d MAIN CROWN ELEV. :A LA E'T_'_!JT LF Y. NIG p�r A�JLATEL�Y.l NGT (d, E? 1 BE-BY11 44 Difference in T. & LAT. ELEV. NM IIEXI It To NM Its lit 46 FEET OF 81, SAN. (d 0,9%; LOWER INV.= 437.86 UPPER RTV.= 438.22 NUI "S1" TO NM "S2" go FEET OF; 9" SAN. 0.5%; J LOWER INV.= 438.42 i UPPER INV.= 438.80 NM "S2 TO ME "S3 .2 22 FEET OF, 8" SAN. na 6.6%; _ LOWER INV.= 439.00 ;UPPER INV.= 453.30 NM IIS3 TO NM "S19" 63 FEETOF; 81' SAN. (d, 16.2% ; LOWER INV.= 458.30 UPPER INV.= 467.70 NM I'S 19 11 TO NM "S20 95 FEET OF 81' SAN. (g 15.7%; i LOWER INV.= 47390 UPPER INV.= 488.00 ME "S20 " TO Tvffl "S21 181 FEET OF 8" SAN. 3.4%; LOWER INV= 488.20 UPPER INV.= 494.27 102 0+10 488.46 489.74 41 -0.0 490.58 506.33 0.0 15.75 103 6+_15 488.63 48991 33 0.0 490.58 496.85 0,0 6.27 104 0+_40489 4-9 0.0 31 0.0 491.40 497.52 0.0 6.12 101 0+41 489.53 _490.77 490.81 399 0.0 491.60 506,33 0.0 14.73 105 0+60 490,18 491.46 33 0.0 492.13 498.19 0.0 6,06 100 0+61 490.22 491.50 41 0.0 492.33 507.00 0.0 14.67 106 0+80 490.87 492,15 31 0.0 492.78 498.85 0.0 6.07 99 0+81 490.91 492.19 39 0.0 492.98 507.67 0.0 14.69 107 01+00 491.56 492.84 33 0.0 493.51 499.52 0.0 6.01 98 01+01 491.59 492.87 41 0.0 493.71 508.33 0.0 14.62 180 01+20 492,25 493.53 31 0.0 494,16 500.19 0,0 6.03 97 01+21 492.28 493.56 39 -0.0 494.36 509.00 0.0 14,64 109 01+40 492.93 494.21 33 0.0 494.89 1 500.19 0.0 5.30 96 01+41 492.97 494.25 41 0,0 495.09 509,67 0.0 14.58 110 01+60 -4936-2 494.90 31 0.0 495.53 500.85 0.0 5.32 95 01+61 493.66 494.94 39 0.0 495.74 510.33 0.0 14.59 III i 01+91 1 494.36 495.64 33 0.0 49630 50152 0.0 5.22 94 lii _81_ 1 494.36. 495.64 41 .0.0 496.47 1 511.00 0.0 14,53 ME "S7" TO ME 'S6" FEETOF8" SAN, . a 1.0%; LOWER INV.= 460.106 UPPER INV.= 461.63 143 0+60 460.66 461.94 13 0.0 462.20 473.18 0.0 10.98 144 0+84 460.90 462.18 12 0.0 462.40 472.52 0.0 10.12 145 01+04 461.11 462.39 14 0.0 462.66 471.85 0.0 9.19 146 01+24 461.32 462.60 12 M13 0.0 462.83 470.52 0.0 7.69 147 1 01+44 461.53 512.78 14 0.0 463.08 469.85 0.0 6.77 148 1 01+57 461.66- 51181 514,09 ()0 463 514.96 529.58 99 ME "S7 TO M11 "S8 1 68FEETOF? 8" SAN. (& 6.5%; LOWER INV.= 460.06 UPPER INV= 464.10 MR IS811 TOME IS911 75FEETOF' 8" SAN. a 10.0%;' LOWER IW.=464.30 UPPER INV.= 471,30 142 0+20 466,05 467.33 20 0.0 467,72 487.00 0.0 19.28 141 0+30 467,04 468.32 18 0.0 468,68 485.00 0,0 16.32 140 0+50 469.04 470.32 21 0.0 470.74 483.67 0.0 12.93 139 0+75 471.55 472.83 20 0.0 473.22 481.67 0.0 8.45 ME IS9 'I TO MH "810" 87FEETOF': 8" SAN. I LOWER INV.= 471.50 ' 'UPPER ]W.= 479.30 138 1 0+20 1 473.16 474.44 19 0,0 474.82 1 487.00 0.0 12.19 ME Is 101, TO ME "S11" 59 FEET OF 8" " SAN.. SAN. 10.6%; LOWER INV.= 479-50 UPPER IW.= 485.18 137 0+15 480.83 482.11 21 0.0 482.53 491.12 0.0 8.59 136 0+30 482.42 483,70 23 0.0 484.16 492.45 0.0 8.29 135 0+50 484.54 485.82 21 0.0 486.24 493,718 0,0 754 134 0+61 485.74 487.02 24 0.0 487.49 495.1:1 0.0 7.62 bt4fl "S7 TO NM I'S 12 259 FEETOF 8" SAN. (a), 7.4%; LOWER INV.= 460.106 UPPER INV.= 478.90 MH"IS 1211TO-NM "813" 311 � 287 FEET OF 8" SAN. A, 1.3%; LOWER DIV.= 479.12 UPPER INV.= 482.70 76 0+07 479.18 480.46 41 1 0.0 481.30 496.73 0.0 0.0 15.43 128 0+25 479.41 480,69 30 0.0 481.28 487.18 0.0 5.90 75 0+27 479.43 480.71 43 0.0 481.59 496.7-3 0.0 15.14 129 0+45 479.66 480.94 28 0.0 481.49 487.18 0.0 5.69 74 0+47 479.68 480.96 41 0.0 481.81 497.40 0.0 15.59 130 0+65 479.91 481.19 30 0.0 481.79 487.85 0.0 6.06 73 0+67 479.94 481.22 43 0.0 482.10 497.40 0.0 15.30 131 0+85 480.17 481.45 28 0.0 482,00 487.85 0.0 5.85 72 0+87 480.19 481.47 41 0.0 482.31 497.40 0.0 15.09 132 01+05 480.42 481.70 30 0.0 482.30 487.85 0,0 5.55 71 01+07 480.45 481.73 43 0.0 482.61 498.07 0.0 15.46 70 01+27 480.70 481.98 41 0.0 482.82 498.07 0.0 15.25 133 01+34 480.79 48107 30 0.0 482.67 487.85 0.0 5.18 69 01+55 481.06 482.34 43 0.0 483.22 498.07 0.0 14.85 68 01+93 481,54 482.82 40 0.0 483.62 498.73 0.0 15.11 67 02+07 481.72 483.00 34 0.0 483.68 49873 U 0,0 15.05 66 02+28 481.99 483.27 27 0.0 483.81 :�499 �.4O 10:= 15.59 651 02+49 2 482 2-5 _483.53 20 00 483.93 499.40 0.0 15,47 64 0 +81 02�+81 �4 4g 2�6 �6 483.94 1 467.41 94.16 1 500.07 0.0 1 15.91 MH"S 13 TO Nffl "S14" 1192 FEETOF< 8" SAN. (d, 8.5%; LOWER INV.= 489.70 UPPER EW.= 505.70 63 0+58 494.43 495.71 42 0.0 496.57 504.33 0,0 7,76 62 0+74 495.82 497.10 43 0,0 497.97 1 505.00 0.0 7,03 61 0+93 497.41 498.69 43 0.0 499.57 5077.00 0.0 7.43 47 01+05 498,47 499.75 72 0.0 501.22 518.45 0.0 17.23 60 01+14 499.19 500.47 44 0.0 501.37 509.00 0.0 7.63 48 01+25 500.18 501.46 56 0.0 502.60 519.12 0.0 16.52 59 01+33 500,85 502.13 44 0.0 503.03 511.00 0.0 7.97 49 01+44 501.82 503.10 43 0,0 503.97 519,12 0.0 15.15 58 01+53 502,58 503.86 45 0-0 504.77 513.00 0.0 8.23 50 01+61 503.26 504.54 30 0.0 505.15 519.122 0.0 13.97 51 01+73 504.29 505.57 23 0.0 506.02 519.122 0.0 13.10 57 01+92 505.91 507.19--T 33 0.0 507.87 518.79 0,0 10,92 Nffi"S14"TONffl"S15" 75FEET OF! 8"SAN. (4,7.0%; LOWER INV= 505.90 UPPER IW.= 510.80 56 0+13 506.60 507.88 32 0.0 508.54 520.133 0.0 11.59 55 0+32 507.97 509.25 32 0.0 509.90 522.13 0.0 12.23 54 0+52 509.40 510.68 32 0.0 51133 523.47 0.0 12.14 53 0+75 510.98 512.26 32 0.0 512.91 524.811 0.0 11,90 52 1 0+75 510.98 512.26 36 ).0 512.98 1 526.15 0.0 13.17 M14"S15"TO ME "S16" 85 FEETOF' 8" SAN. @ 0,6%; LOWER INV.= 511.100 UPPER INV= 511.50 MEI "S16" TO NM "817" 97 FEET OF 8" SAN. (a),, 6.1"/0; LOWER INV.= 517J00 UPPER INV: 522,60 15 0+44 519,55 520,83 38 0.0 521.60 528.99 0,0 7.39 14 0+67 520.91 522.19 38 0.0 522.95 530.99 0,0 8.04 13 0+83 521.91 523.19 38 0.0 52396 51233 0.0 837 NM I'S 17 10 NM I'S 18 243 FEET OF 8" SAN. 4.7%; LOWER INV.= 522.80 UPPER INV= 534.00 12 0+08 523.04 524.32 30 0.0 524.93 535.80 0,0 10.87 11 0+25 523.86 525.14 30 0.0 525.74 537.14 0.0 11.40 10 0+45 524.82 526.10 30 0.0 526,69 538.48 0.0 11.79 9 0+65 525.74 527,02 30 0.0 527.61 539.82 0,0 12.21 8 0+85 526.70 527.98 29 0.0 528.57 541.16 0.0 12.59 7 01+05 1 527.62 528.90 27 0.0 529.44 541.83 0.0 1239 6 01+57 530.06 531.34 29 0.0 531.92 544.31 0,0 12.39 5 01+77 531.02 532.30 27 0.0 532.84 544.98 0.0 12.14 4 01+97 531.95 533.23 29 0,0 533.80 546.32 0.0' 12.52 3 02+17 532.91 534.19 27 0.0 534.72 546.99 0.0 12.27 2 1 02+37 1 533.81 1 535,09 28 0.0 535,66 547.69 1 0.0 1 12.03 1 1 02+43 1 534.12 535.40 30 1 0.0 1 536.01 1 .548.36 0.0 1 12.35 NM IS 12 It TO MH "S22" 159FEET OF; ,8"SAN. 43.0%; LOWER INV= 479.50 UPPER INV.= 484.10 77 0+25 480.17 481.45 43 0.0 492.33 496.73 0.0 14.40 78 0+76 481.68 482.96 45 0.0 483.87 497.93 0.0 14.06 127 0+79 481.77 483.05 33 0.0 483.72 488.31 0.0 4.59 79 0+98 482.33 483.61 47 0.0 484.58 498.59 0.0 14.01 126 01+00 482.41 483.69 34 0.0 484.37 488.98 1 0.0 4.61 80 01+17 482.92 484,20 46 0.0 485.13 499.26 0.0 14.13 125 01+20 483.00 484.28 31 0.0 484.91 489.65 0.0 4.74 81 01+37 483.52 484.80 48 0.0 485.78 499.93 0.0 14.15 124 01+40 483.60 484.88 32 0.0 485.53 490.31 0.0 4.78 82 01+59 484.17 485.45 45 0.0 486.38 1 500k0 0.0 14.22 123 01+59 484.17 485.45 30 0.0 486.05 1 49,1.65 0.0 5.60 1) 2) 3) 4) 5) 6) 7) a 9) 10) 11) 12) 13) 14) i al 110FEET OF INVERT CROWN F-LEV- LE k1 LAT ELEV. 1 BE-BY11 44 AT. ELEV. MWS22"TOMEN23" :263 FEETOF: 8" SAN. na, 3.8%; LOWER IW=484.30 10.05 UPPER INV.= 494.04 122 0+20 484,96 486.24 33 0.0 486.90 492.31 0.0 5.41 83 0+21 485.01 486.29 48 0.0 48727 501.93 0.0 14.66 121 0+40 485.71 486.99 31 0.0 487.63 492.98 0.0 5.35 84 0+41 485.77 487.05 45 0.0 487.96 502.59 0.0 14.63 120 0+64 486.63 487.91 34 0.0 488.60 493.65 0.0 5.05 85 0+71 486.88 488.16 46 0.0 489,09 503.26 0.0 14.17 86 01+21 488.78 490.06 41 0.0 490.89 506.16 0.0 15.27 119 01+25 488.92 490.20 31 0.0 490.83 496.19 0.0 5.36 118 01+40 489.48 490.76 33 0.0 491.44 496.85 0.0 5.41 87 01+43 489.61 490.89 43 0.0 491.77 506.83 0.0 15.06 117 01+60 490.24 491.52 31 0.0 492.15 497.52 0.0 5.37 88 01+64 490.38 491.66 41 0.0 492.49 507.49 0.0 15.00 116 01+80 490.99 492.27 33 0,0 492.94 498.85 0.0 5.91 89 01+84 491.15 492.43 43 0.0 493.31 508.16 0.0 14.85 115 02+00 491.75 493.03 31 0.0 493.66 499.52 0.0 5.86 90 02+03 491.85 49113 41 0.0 493,96 508.83 0,0 14.87 114 02+20 492.50 493.78 33 0.0 494.45 500.19 0.0 5,74 91 02+23 492.60 493.88 43 0.0 494.76 509.49 0.0 14.73 113 02+40 493.25 494.53 31 0.0 495.17 500.85 0.0 5.68 92 02+43 493.35 494.63 41 0.0 495.47 510.16 0.0 14,69 112 02+63 494.13 495.41 32 0.0 496.06 501.52 0.0 5.46 93 02+63 i 494.13 495.41 41 0.0 496.24 510.83 0.0 14.59 ME I'S 16" TO NM 'S24 .129FEET OF: 8"SAN. (&,0.6%; LOWER INV.= 511.70 UPPER INV.= 512.40 17 0+94 1 512.21 L-513.49 36 0.0 [=4.21 1 528.58 0,0 14,37 18 01+18 1 512.35 513.63 27 0.0 514.17 LOWER INV.= 528.91 0.0 14.74 ME "S24 "TO MH "825" 333FEETOF. 8"SAN. (a),13%; LOWER INV.= 512.60 UPPER INV.= 5 18. 10 46 0+13 512.78 514.06 33 0.0 514.71 519.95 0,0 4.24 19 0+15 51181 514,09 43 0.0 514.96 529.58 0.0 14.62 45 0+33 513.11 514.39 35 0.0 515.09 518.95 0.0 3.86 20 0+37 513.18 514.46 41 0,0 515.30 530.91 0.0 15.61 44 1 0+53 513.45 514.73 33 0,0 515.38 519,51 0.0 4,13 21 0+57 513.52 514.80 43 0.0 515.67 532.25 0.0 16.58 43 0+73 513.78 515.06 35 0.0 515,76 519,62 0.0 3.86 22 0+77 513.84 515.12 41 0.0 515.96 532.91 0.0 16.95 42 0+93 514.12 515.40 33 0.0 516,05 520.29 0.0 4.24 23 0+98 514.20 1 515,48 43 0.0 516.35 533.58 0.0 17.23 41 01+16 514.50 515.78 35 0.0 516.47 520.29 0.0 3.82 24 01+49 515.05 516.33 39 0.0 517.13 536,34 0.0 19.21 40 01+67 515.36 516.64 33 0.0 517.30 52138 0.0 4.08 25 01+69 515.39 516.66 41 0.0 517.51 537.01 0.0 19.50 39 01+85 515.66 516.94 35 0.0 517.64 522.05 0.0 4.41 26 01+89 1 515.72 517,00 39 0.0 517.80 538.34 0.0 20.54 38 02+05 515.99 517.27 33 0.0 517.93 522.05 0.0 4.12 27 02+09 516.05 517.33 41 0.0 518.18 539.01 0.0 20.83 37 02+26 516.35 517.63 35 0.0 518.33 522.72 0.0 4.39 28 1 02+28 516.38 517.66 39 0.0 518.46 539.01 0.0 20.55 36 02+46 516,69- 517.97 33 0.0 518.62 522.72 0.0 4.10 29 02+48 516.72 518.00 41 0.0 518.84 539.68 0.0 20.84 35 02+65 517.00 518.28 35 0.0 518.98 523.39 0.0 4.41 34 02+85 517.33 518.61 33 0.0 519,27 523.98 0.0 4.71 30 02+88 517.39 518.67 41 0.0 519.50 534.83 0.0 15.33 33 03+09 517.73 519.01 35 0.0 519.71 524.65 0.0 4.94 31 03+18 517.89 519.17 39 0.0 519,95 535.50 0.0 15.55 32 03+33 518.14 519.42 42 0.0 520.27 536.17 0.0 15.90 ME IS 16 " TO MH "S26 16 1 0+56 1 521,87 193 FEETOF. 523.15 8" SAN. (a 5 5.6%; :0::0T5 LOW_','R1W,= 518,90 523.24 -I 527.65 'UPPERINV.= 0.0 _J 529.36 4.4 1 Rivanna Water & Sewer Au-,,,hoi,ity (RWSA) General Water & Sanitary Sewer Notes Augiust 2006 All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by tthe Albemarle County Service Authority on January 15, 1998, except as modified below. All construction materials and methods of (construction must be approved by RWSA prior to the start of work. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business days prior to the start of construction. All work is subject to the inspection and acceptance by RWSA. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested prior to connecting to the system. The location of existing utilities is shown on the plans from data available at the time of design and is not necessarily complete or correct. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. Erosion and sediment control facilities shall not be permitted in the RWSA casement unless permitted otherwise by RWSA in writing. No grading or filling shall be permitted in the RWSA casement unless permitted otherwise by RWSA in writing. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the blasting plan from RWSA. Ground monitoring during blasting and a pre -blast survey may be required. Damage due to blasting to any utilities shalil be repaired by the Contractor to the original condition at no additional cost to the Owner. In addition to minimum separation requirennents for utility crossings, when a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. Backfilling the area of the crossing with compacted 57 stone to the springline Of the existing pipe will be required. New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public waiter system. Approved methods of filling and flushing new water mains will be required to eliminate any pos,.sible cross -connection to the public water system. All casements for new RWSA facilities shaill be recorded prior to placing the new facilities into service. No permanent structural facilities will be p(ermitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. Trees are not permitted in the RWSA easennent. LOT MH "S32" TO MH S35" 110FEET OF IR R LATE 8"SAN, (cb,9.5%; LOWER INV.= 466.20 ED!, 5 TA44C E Te ERITZ UPPER INV.= Difference in BSMT. & LAT. ELEV. 476.20 174 0+25 46833 469.00 44 0.0 470.51 480.56 0.0 10.05 175 0+45 470.22 470.89 41 0.0 472.34 482.56 0.0 10,22 176 0+65 472.11 472.78 38 0.0 474.16 483,90 0,0 9.74 177 0+83 473.92 474.59 36 0.0 475.92 485.90 0.0 9.98 178 0+89 474.43 475.10 36 0.0 476.43 1 :T87790 0.0 11.47 MH'# S35" TO MH S36" 341 FEET OF 8" SAN. (d, 1.2%; LOWER INV.= 476.40 :UPPERINV=480.50 179 0+05 476.43 477.10 30 -1.0 478.32 491.41 0.0 13.09 180 0+26 476.69 477.35 30 0.0 478.57 491.41 0.0 12,84 181 0+45 476.92 477.59 30 0.0 478.80 492.08 0.0 13.28 182 0+66 477.18 477.85 30 0.0 479.06 492.08 0,0 13.02 183 0+85 477.41 478.07 30 0.0 479.30 492.08 0.0 1238 184 01+06 477.66 478.33 30 0.0 479.54 492.75 0.0 13.21 185 01+32 477.98 478.64 30 0.0 479.86 492.75 0.0 12.89 186 01+76 478.52 479.19 30 0.0 480.40 492.34 0.0 11.94 187 01+97 478.77 479.44 30 0.0 480.66 492.34 0.0 11.68 188 02+16 479.01 479.68 10 0.0 480.89 491.67 0.0 10.78 189 02+39 47917 479.94 30 0.0 481.15 491.67 0,0 10.52 190 02+56 479.50 480.16 30 0.0 481.39 491.00 0.0 9.61 191 02+77 479.75 480.42 30 0.0 481.63 491,00 0.0 937 192 03+06 480.10 1 480.77 30 0.0 1 481,98 1 490.33 1 0.0 8.35 MH 36" TO MH S37 169 FEET OF 8" SAN. (a,) 4.9%; LOWER INV.= 480.70 'UPPER INV- 488.71 MH "BY' TO MH S27" 69 FEET OF K' SAN. 9.2%, LOWER RW: 419.50 UPPER INV.= 425.40 MH " S27 TO MH " SZ8" 73 FEET OF SAN, A 0.6%; LOWER INV.= 425.60 UPPER INV=426.00 MH "S28" TO MH S29" 121 FEET OF, 8" SAN. g 1.4%; LOWER INV.= 426.20 UPPER INV.= 427.80 MH "S29" TO MH S30" 98 FEET OF 9' SAN.tni 3.0%; LOWER INV.= 428.00 UPPER INV.= 430.80 MH"S30" TOMH"S31" 304 FEET OF, 8" SAN. (a,) 5.411/o; LOWER INV.= 431.00 UPPER INV.= 447.11 160 0+00 430.87 431.53 36 0.0 432.87 443,67 0,0 10.80 161 0+20 431.94 432.61 37 0.0 43198 442.75 0.0 8.77 159 0+27 432,32 432.99 38 0.0 434.36 444.33 0.0 9.97 162 0+45 433.29 433.95 39 0.0 435.36 444.08 0.0 8.72 158 1 0+47 433.39 434.06 36 0.0 435.40 1 444,99 0.0 9.59 163 0+65 43436 435.03 37 0.0 436.40 444.75 0.0 8.35 157 0+67 434.47 435,14 38 0,0 436,52 445.66 0.0 9,14 164 0+85 435.44 436,11 39 0.0 437.52 446.09 0.0 8.57 156 0+87 435.55 436.21 36 0.0 437.55 447.00 0.0 9.45 165 01+05 436.52 437.18 37 0.0 438.55 446.76 0.0 8.21 155 01+15 437.05 437.72 38 0.0 439.10 447.67 0.0 8.57 166 01+25 437.59 438.26 19 0.0 439.67 447.43 0,0 7.76 154 01+39 438.32 438.99 36 0.0 440.33 449.23 0,0 8.90 153 01+79 440.50 441.16 38 OD 442.54 450,57 0.0 8.03 152 01+99 441.57 442.24 36 0.0 443.58 451.91 0.0 833 151 02+19 442,65 443.32 38 0.0 444.69 453.23 0.0 8.54 150 02+40 443.76 444.43 36 0.0 445.77 454.57 0.0 8.80 149 024-67 445.25 1 445.91 38 0.0 447.30 456.57 1 0.0 9.27 MH " S3I" TO MH S32" 287 FEET OF 8" SAN. (a-,) 6.2%, LOWER INV= 447.31 'UPPER INV.= 465,20 167 0+95 453.07 453.74 43 0.0 455.22 468.26 0.0 13.04 168 01+20 454.62 455.28 41 0.0 456.73 470.26 0.0 13.53 169 131+40 455,86 456.52 41 0.0 457.96 471.59 0.0 1163 170 01+60 457.11 457.78 40 0.0 459.20 472.94 0.0 13.74 171 01+80 458.34 459.01 39 1 0.0 460A1 474,28 0.0 13.87 172 02+00 459.59 460.26 39 0.0 461.66 475.60 0,0 13.94 173 02+84 46485 465.59 46 00 467.06 47856 0.0 11.50 MH "832" TO MH 833" 205 FEET OF 6 SAN. 1.2%;_ LOWER INV= 466k0 UPPER INV.= 469.00 193 0+34 4166.98 467.65 24 0.0 468.73 479.74 0.0 11.01 194 0+51 4167.18 467.85 27 0.0 469.01 480.41 0.0 11.40 195 0+70 467.41 468.08 29 0.0 469.28 480.41 0.0 11.13 196 0+90 467.66. 468.32 34-- 0.0 469.62 481.08 0.0 11.46 197 01+10 467.89 468.56 34 _1 0.0 469.87 481.74 0.0 11.87 201 01+17 467.97 468.64 7 0.0 470.29 465.41 0.0 HUNG 198 01+31 468.14 468.81 40-T 0.0 470.24 481,74 _00 11.50 202 01+38 468.23 468.99 47 0.0 470.47 466.08 0.0 HUNG 199 01+48 46835 469.02 42 0.0 470.48 481.74 0.0 11.26 203 01+57 468.46 469.12 43 0.0 470,60 466.75 0.0 HUNG 200 01+70 4468,60 469.27 48 0.0 470.86 481.08 0.0 10.22 204 01+79 *68.71 469.38 38 0.0 470.75 467.42 0.0 HUNG 205 01+97 4� .94 .68 469 .60 1_7 .0 470.89 J 468.76 0.0 HUNG MH "S33" TO MH S34" 106 FEET OF 8 SAN. A 141/o-, LOWER INV.= 466.60 iUPPER INV=469,00 206 0+10 466.77 467.43 34 0.0 468.73 468.76 0.0 HUNG 207 0+39 4467.48 468.14 29- 0-0 -469-- .35 470.87 0.0 HUNG 208 0+58 44,67.93 468.60 26 0.0 469.73 471.54 0.0 HUNG 209 0+78 4468.40 469.07 22 - 0.0 470.11 472.21 0.0 HUNG 210 91+06 469.06 469.73 18 0.0 , 470.68 1 473,55 1 0.0 HUNG ENGINEERING GROUPE PROJECT STATUS 04/20/07 BID SET 08/01/07 BID SET DATE ACTION W I E_ 00 E 4p"I'VAH di �O 1W MICHAEL F. S Uic. No. 028 -C"7 V '0'0'.% C 000,011-1 DATE: 2/23/2007 SCALE: H 1a - 50' V III = 5P DESIGNER- MFM FILE NO. SP-002CH SHEET 31A OF 38 1 • • • I E_ 00 E 4p"I'VAH di �O 1W MICHAEL F. S Uic. No. 028 -C"7 V '0'0'.% C 000,011-1 DATE: 2/23/2007 SCALE: H 1a - 50' V III = 5P DESIGNER- MFM FILE NO. SP-002CH SHEET 31A OF 38 1 G:\Pnojact\Pa 8ets\SitePlan\Pahtopn- 27-35 Ut0tyPnoOkes.dwg 9/26/2007 4:03:45 RM G-\Proiect\Pantons\ENG\DWG\Plan Sets\Site Plan\Pantons - 27-35 Utility Proiiles;.dwo. 9/2612007 4:03.50 PM V 10' mol-lwl �7-HM� Vit'm t f -,J tq- -5 vlmm Q 0 0 U V) 6—M4 U �4 cq -d E-4 "p,- r, , 4 00 E-4 Z Ql ff ------ I �4 DO A, 4w lw Ap ICHAEL F. -W lie. No. 28 00. 00 OOOONAL a0111' , 44444440% ENGINEERING GROUPE PROJECT STATUS E: 4/17/2006 04/20/07 BID SET SCALE: H 1- 08/01/07 BID SET , = 5 V 1 = 5 DESIGNER: MFM AFTSIMAN-. ARC FILE NO. SP-002CH DATE ACTION SHEET 34 OF 38 GAProiect\PantoDs\ENG\DWG\Plan Sets\Site Plan\Pantons - 27-35 utility Profilt-q-dwn C)/21;/?nf)7 4411-1;r, PM E-4 0-4 E-4 Z ff ------ I �4 1!4 DO A, 4w lw Ap ICHAEL F. -W lie. No. 28 00. 00 OOOONAL a0111' , 44444440% ENGINEERING GROUPE PROJECT STATUS E: 4/17/2006 04/20/07 BID SET SCALE: H 1- 08/01/07 BID SET , = 5 V 1 = 5 DESIGNER: MFM AFTSIMAN-. ARC FILE NO. SP-002CH DATE ACTION SHEET 34 OF 38 GAProiect\PantoDs\ENG\DWG\Plan Sets\Site Plan\Pantons - 27-35 utility Profilt-q-dwn C)/21;/?nf)7 4411-1;r, PM G:\Proiect\Pantoi)s\ENG\DWG\Plan Sets\Site Plan\Pantops - 27-35 Utility Prolfiles.dwg, 9/26/2007 4:04:00 PM C,-\Prnirx-t\PantnnS\FNr\DW(;\Plan SPtS\Site Plan\Panton-, - 27-TS titility Prnfillt-Awn_ 9/7fi/7nn7 4.04-nS PM N'l ACCESS 4�1 -__.ENT, -SCHOOL E Ll MONTE sof3i, NITY" -T T Pf WATERLINE W __D '!'02-`-343_- t 8 A 1C S r - �oj co u (01, AA 10 I-uo O c, cq- N if Y� ul D f, + C44 + T f. LMF N I T T ACCESS EAS T �0011 I , - IL 5 4 12' M j 12 q, 2 1A, F77' 52 m_q 4.0 CCESS t SEMENT ",-ACCESS EASEMENT", 3 54`maz I (c) U-) f'.' 0) co N ct) cr), gl� 5b, f C13 cr) cr) Oro I` pl f/ 2 7- T TsTm t`i ke2V -A� rsTm) 10 ;`f/)7, r1 I 4-Y P u I/ 1�w I— L �,t '', ;!,`. ' �� _ \ .. �� \. - _ - c` r ` � ,. °,1: r,t�` r' J.' .!'. '- -1--- �7-� -t _. 1 _ __I-�, ,'a�,. .r,�', . _ ,', ./� _, i, � � ', �', e �\` , MONTESSORI TERRACE (VARIABLE WIDTH ACCESS EASEMENT — 20 MPH DESIGN SPEED 10+00 TO 16+57.46) oi "I rnl N0 In Lo r.0 w -- ------ 0 0<0 6(o (61 ---- -- N N (N Lo� L() Lo 01 to Lo Lr) Lo I tni .... ... .. . JNV4_ 522.Z, 11 wl o z - --------- - _ 0 w �z �i 2 af 00 \ON (VARIABLE WIDTH ACCESS EASEMENT — 20 MPH DESIGN SPEED 10+00 TO 15+43.68) VDOT MOUNTAINOUS TERRAIN STANDARDS ADT GRAPHIC SCALE 'o 0 2550 100 2( FM9 1!5mmfn - - 0 1 IN FEET ) I inch = 50 & ofi---------- 5. I j -I_ ev� , 1 7- It -1000- • Wm G, P-4 5 �kw� el yy mom"I ofi---------- 5. I j -I_ ev� , 1 7- It -1000- • ofi---------- 5. I j -I_ ev� , 1 7- It -1000- AZf r, � J / J . / .. ' J �.'P / . + 0 C4 Ys l/ y�J J ✓ ,'off HdRT, 1N"VE-5tM E -44T CO. - "IDB A964 -184 PB 1,965-Z7 .TM 78- AR. 1X 26NEP-- H -EC USE: HOTE, ., P2 D A X/11 lt""NKIC f"%fo*Nl 10 r M WoUtwto oc.ro V) (f) Z LLL,.!V) Cq 00 N LIN (-q Ln < Ld 0 LLJ Lli :2 :2 �- 0 0 F- Z cn �7- V) cn Q 5-4-gj V) 4-4 14 C) u = 0 > GO D X06<c0 C)vrJ<mmmC)(nL't<< M I- KI- M WoUtwto oc.ro V) (f) Z LLL,.!V) < Ld 0 LLJ Lli :2 :2 �- 0 0 F- Z �7- V) 0 Q w C) 0 > D X06<c0 C)vrJ<mmmC)(nL't<< ,< < M WoUtwto oc.ro d -'Al I �� i I!, r -'Al 3 Wo 1 a aml- , ow PM Vl-�,,Nzl op •1® �� •�� - �� ` � - � �� III 42 rn Vii/ $�f�©� tip lllljj� 1111111 35r3;,-- 1�51 1-loqlv� WHISPERING HOLLOW LANE (VARIABLE WIDTH ACCESS EASEMENT -- 20 MPH DESIGN SPEED 10+00 TO 17+82.95) VDOT MOUNTAINOUS TERRAIN � r %' !,. r•' X, GRAPHIC SCALE 50 0 25 50 100 200 IN FEET I inch = 50 ft %vai' 00 rN, Cq m4u 45 terse 0 �4 W w 00 , r s'A