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Home My WebLink About022-95 Regency Lakes Estates - Stonewall - Backfile5, f #�a-K n i General Notes 1. The contractor shall furnish a// materials, labor and equipment and perform a// work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for ol/ work to be in accordance with applicable Stondords and Construction Specifications of The birginia Deportment of Transportation, r1rginia Dept. of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise core in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The Contractor shall notify a// utility companies 72 hours prior to construction. Cal/ Miss Utility' 1-800-257-7777. J. The contractor shall be responsible for al/ construction stakeout. All dimensions, elevations and locations sholl be field verified by each contractor prior to beginning the work. 4. Any unusual subsurface conditions encountered during the course of the work sholl be immediately brought to the attention of the Engineer ond� or the Owner. 5. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 6. Contractor to obtain, at N; expense, o/I permits required of this work and shall faithfuly adhere to the permit conditions imposed. 7. Design features relating to construction or to regulation, control and scfety of traffic moy be subject to change as deemed necessary by the vrginra Deportment of Transportation. 8. A/i fi11base and subsurface moterra/ shall be compacted to 95X of theoretical maximum density as determined by AASHO—T--99 method A, within plus or minus 2X of optimum moisture for the full width of any dedicated right—of—way. Compaction in other areas to be 90X Independent compaction test results may be required for verification at direction of VDOT Inspector. 9. Access for emergency vehicles must be maintained at a// times. Temporary street s,gns must be posted as construction begins. Access to fire hydrants is not to be impeded at anytime by construction materials, Parked tors, etc. cars etc.. 70. Cutsheets sholl be submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 1. VDOT approval of this Site Plan expires 3 years from date of approval. 12. It is the contractor's responsibility to meet compliance requirements with SEC. 59. 1-406, ET SEO. of the Code of Vlr9in/o (Overhead High Voltage Lmes Safety Act) 13. Temporary and permanent erosion control structures and methods to be in accordance with the Klrginic Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 14. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas ore denuded. Areas shown to be surfaced are to hove_ stone base installed of the earliest possible dote after establishing grade. No area is to remain denuded for more than 30 calendar days when construction is not in progress. 15. All unpaved areas of the site which ore disturbed by this construction shall be provided with 4' topsoil, fertilized, seeded, compacted and mulched. Seedbed to be watered and cored for as necessary to provide a good /own quality gross cover. .Areas not graded shall be disced, leveled and seeded to achieve /own conditions. 16. Woter and sewer lines are to be constructed in accordance w/th these plans and specification and shall odditronolly meet al/ requirements of the f?ederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the County as necessary. 17. Contractor to clean—up and restore disturbed areas immediately upon completion of pipe —laying in the affected oreo. 18. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 19. Vegetation Plan: All gross areas to be seeded with o mixture of Marion Kentucky Bluegrass at a rate of 2-3 Ibs per 1,000 sf and Anuuol .Rye of a rate of 1 /b per 1,000 sf. Newly seeded areas shall be mulched at a rote of 70-120 lbs. per 7,000 sf, Adequate watering and fertilization are required to aid the emergence of new gross. 20. Temporary termination of sewer line shall be plugged with a watertight plug. The end of the lateral shall be marked with a treated 2x4 post extending from the plug to eighteen (18) inches above the ground. The top six (6) inches of the post shall be pointed green. 21. New connections to existing sanitary sewer manholes will be made by core drilling the manhole. 22. The Sanitation Authority maintenance dept. is responsible for the mstollotion of water meters. Before a permanent meter is set, they require 1) the frame and cover to be properly aligned with its meter box and yoke bar, 2)1he frame and cover to be set to the Anal grade of the lot, 3)the distance between the top of the cover and yoke bar be between 18 and 21 inches, and 4) all components be between 18 and 21 inches, and 4) a// components of the meter box assembly to be in proper working order. It is Deveioper's'� Contractor's responsibility to hove the meter box assembly installed correct/y. 23. Burning of land clearing debris requires a permit from the Fire Marshal's Office. Burning of construction debris on site is prohibited. 0WNER/DEV-T-ZOPER Oakwood Land Development Corp. 2225 S. Holden Road P.O. Box 77013 Greensb . NC 27417-7013 Alone: (919) 8C)` -4 VTOM r§1 0 il. 1 Ston ewai 11 Frederick Mcgisterial District County, Virginia u r Vicinity Mai) SccI e 1 "__= 2000' SITE DEVELORNIENT PLAiN� February, 1995 Plan prepared by gilbert w. clifford & associates, Engineers — Land Planners — Surveyors 200 North Cameron St. Winchester, Virginia 22601 (703) 667-2139 150—C 01de Greenwich Dr. Fredericksburg, Virginia 22401 (703) 898-2115 �%� �Adft , , 9A inc. 1 -2 3 4_ �5 6 _7. 8 9 10 11 12 13 14 Sheet Index Cover Sheet i Y Map Site Utilities Plan Site Grading Plan Site Grading Plan Site Grading Plan Site Stakeout Plan i -ii Road & Utility Profiles Road & Utility Profiles Storm Sewer Profiles Erosion Control Plan Regency Lakes Drive Plan & Profile Regency Lakes Drive Plan & Profile Standard Details 1 15 Standard Details ,-lob AlumOer.* 4024 Sheet Number i of 15 2 7 % 17/9S' Re✓i 5e4 Pcr• Coarify 5+cr4f Cornr<,ta . , , TM;' -tU 1 6; 7,/95 Revised per VDOT Comments dated June 5,1995 TWP CEM FAA \ \ \ ADJOINING OWNER INFORMATION NAME Tax Zoning Top of Virginia Development 54 ((A)) 88/9 RP 40' R/W to be Dedicated to Frederick / �/� \ �� Elizabeth Bles Hughes, trustee 54-((A))-99B B-2 County for a new major COIIeCtOr / / // \ \ Development Co. of America 54-(A --99F/G B-2 / \ \ Frances E. Hulver 54-( A -101 RA road should development activities s-D 54- A -102 RA occur on the Caleb Heights Property. / / // \ \ TOP OF vIRGINIA DEVELOPMENT James R. Wilkins, Jr. 54- (A -105 B-2 County School Board of Frederick 55- (A -22 RA / \ Zoned: RP Use: Vacant Dennis t. &Mildred B. Cole 55-((A -26 RP PIN: 54-A-88/90 Regency Lake Associates 55- (A -28 RA / \ Catherine V. Swart 55- (A -29 RA Kimberly G. Henry 55- A 31A B-2 Williams J. Meadows 55-��A��-31B B-2 Five A. Limited Partnership 55B- A))--1 B-3 Chriss & Panaquoita Poulos 5513- A 1-2 RP Joseph C. Smith 55B- A -6 RP TOP OF VIRGINIA DEVELOPMENT / / \ �` Roger I. Sr. & Shirley J. Fishel 55B- A -7 RP Zoned: RP / / / \ \\ \ \ / Steven A. Dehaven 55B- A -B3 RP Use: Vacant PIN: 54- A-88/90 40' Future R/W Dedication by Others Development Co of America Zoned: B-2 Use: Vacant PIN:54-A-99F/G GRAPHIC SCALE 0 100 200 400 ( IN FEET ) 1 inch = 200 ft. 800 Future Development \\�\�\\ / 60 reserve strip for new minor collector road shall be reserved for future dedication to Frederick County should development activities "-J \ \ / / occur on the Caleb Heights Property. j Existing Lake ffto` s F r N e s VIM til eQc1�e eea y Existing Lake S J El 7NBerry V� e Pike I I \ (45 HPH Speed Limit) 0 cD rn s 4k e en c H e'g s \ e RP \� �s R si n Z'o-tnmunity Wide Recreational Area Facilities -Community Center -Pool -Tennis Courts -Tot Lot -Baseball Diamond -Open Recreation Area REGENCY LAKES ESTATES N U= Vacant Vacant Vacant/Comm. Residential Residential Residential Vacant/Public Residential Residential Residential Commercial Commercial Residential Residential Residential Residential Residential OPEN PHASE SECTION AREA (,ACRES) UNITS V-WTS/ACRE BORES 5 A 48 191 4.0 26.7 56% B 27 101 3.7 11.3 42% C 31 127 4.1 8.7 28% D -AL 179 -4& 16.3 -fib Subtotal 151 598 4.0 63.0 41 % E (Regency Heights) 52 72 1_4 _27_7 537. TOTAL 203 670 3.8 90.7 44.7% REQUIRED FREDERICK COUNTY (M81) MOBILE HOME COMMUNITY A-D DISTRICT REGULATIONS 'AS -BUILT" DEVELOPMENT, REQUIREMENT MH1 m2E �iFSTIQNS MAXIMUM UNITS PER ACRE 8 4.0 3.2 OPEN SPACE/COMMON AREA 15% 41% 41.7 SECTION "D' OPEN SPACE PHASE SECTION AREA CREST UNITS UNITS/ACRE ACRES .5 D 30.13 110 3.6 7.21 23.93% SECTIONS A-D 'AS -BUILT" TOTALS - FEBRUARY, 1995 OPEN __aPACE PHASE SECTION AREA (ACRES) UNITS 1iN TS/AQRE ACRES i A 26.5 50 1.9 18.9 71.4% B 13.2 55 4.1 4.7 35.2% C (SP 2/94-12/l/94) 21.6 78 3.6 7.3 33.7%. D 30.1 110 3.6 7.2 23.9% Subtotal 91.4 293 3.2 38.1 41.7% Regency Heights 34.8 71 2.4 9.7 27.9% TOTAL 126.2 364 2.8 47.8 37.9% Regency Lakes Estates Section " V' Key Map FREDERICK COUNTY, V_IRGINIA DES CEM JOB NO 4024 N0. OF 15 SHEETS _ DRWN twp_ _ APP CEM DATE FEBRUARY, 199�SHEET SCALE 1'=200' Gilbert W. Clifford and Engineers Land Planners 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 (703) 898-2115 Associates, Inc. Surveyors 200 North Cameron St. Winchester, Virginia 22601 (703) 667-2139 REVISIONS .r- no. date description _ by ckd. 1 17 95 Revised per County Staff Comments TWP SWG 2 14 95 Revised�er County Staff Comm_en_ts TWP SWG 3 /18 95 Revised per County Staff Comments TWP SiNG SANITARY SEWER MAIN DESIGN I I SAN MH B I I I (E RIM=671.70 f R1p-Rap atone ywtgr to protect fill slope Edge o Lwke Inv In-662.50 G Guwrdrall Required 0 _ I rovlde 0 T Wide Shoulder / Around Cut -De -Sac Fitt SA MH A ® BENCH M Temporary Turn -around Easement (50' Radius> # p_108 #128-109 _ _ / 1-B❑ A�sembt _ ' Temporary Pavement to be 6' VDOT 21-B with #126- RI=665.86 EX MH D- Section 'C') 1-1/2' SM-2A Sif�ce-- 1p'I I10 In In=661 0 ____--- 3 �epency Lakes Dirve Rir,=669 7 - =2 M12 Smith Drive # Iv Dut=6 1.00 Ex Inv In-660,27 • / / 3 PT , 3 cQ P `-- I _ - __ _ I _ Ex 1 v ❑ut=660,07 ko _ _ _ _ --- 1-8' Tee " °� ti 9 '' h° ✓� -8, Jts x #�` `I� I II 1 5• % _- - � 1 FH � 4 I I � / � Pl-p' / (7j / / * +� 1S ---�L a X. PlU Inv = 660.72 -102 #127-101 #125_ (BEGIN SECTI❑N 5 1 #129 100 Q� Z / .� x 1 °' ti O 20' a se/�e EgSeme / + Ex 8• B� SAN. SEWER Ex Cap w S X r a / (BEGIN SECTIDN _ / °�� S D , x ,'' / 'D' WATER MAIN) 31+00 9rNe -% / -/ g9,¢9Qoiy+off+OB o e 3 I enc *' v `J ^� { .__- -29+°+ a 28 ' o SAN MH W 3Qa6• Ce #1 j RIrn=6J-e 3 �1 '�_ 34 1_ -' a ��r I CL H ❑ ° I =661tk b\ Eli 6120 ° In =672. - ' ------ G 1 Ros v - 1-8• \ Fa /�� \ \ G Ex Gas I CMECTSWW- LINE to T- - /� Dc� , --;-6 SAN o DI3TRIBUTIM r ' #177- ` es&n \ ` ,2ti�x k�G645- Rlri=678 +_ LINE i Pang' - _ 39 ° �I - Inv G ❑u 72.20 I ._ ��- - _____ Ex to b. Tra 41 t Lrie #106-96 a^, - -.. G; , 50' Gas LI - G G - o ` \ ted snen Gas Co. RAN 67 0 s6, o of t 1 p1`1 E H' + a + 1- a \ 1 0 T v =6 .30 2 e )d'o AN M Q o o q AN M #176-45 G' #175-38 --- CO ` I Inv ut=6 RIM=67 .83 / y Inv I 2 ea ^ / Rfm672 0 Section n 9 Inv ❑ut=66co - _ Inv ❑ut=661.65 #174 46117 +00 ❑ut=16_7387 01 #173 I Z\ I r SAN MH P e6. semnt .20 nd#172-47N 20' Wa=680.05 #137-8I utt6 DI-1 • a �`° w��/'` / 2�- / °' _ r ° `v&Box #`7l 3`66S I 1 2.30 our o#171-36 1-45 Bend m� InvNOTES: I I � a SANID1) All utility crossings of Right -of -Way shall be #170-488_..---3 - i -_-�1-- RIr1 71.75 backfilled with onsite material. This fill shall ! ! #169-35 -� Inv placed in 4"-6" lifts and compacted as per General Note #8. 1-8' G aB x I RIM=6 ._5 #135-s3 1 4 2) All water line bends to be restrained with Megalugs. ��-- Inv u_ _ T +31.2s �� * �3 Str#10 #109- \, / ' + Type DI-17 _ #168_ 49 I W r-- #167-34 -- ---� 133 82Tj #120J91 by 69 I 011 p_6 a �. N MH G / + j 117,74 \ `111,5 / CL I - I #166-50 (Inv In= 3. 0 / ' A'=67 #165 33 I Inv = 71. \ 6+0p nv In= 68. Inv O - 68.0 I 401 I r �a, y� --- #i64-51 SA MH / S S I 4' Grass Shoulder --+- �--- 20' ---- � f 4' Shoulder " w event -� I � � ti Pavement Buff #163-32 _ RIr1 67 / T DI- # / 80 Future Are I-J_-_ Inv In= f2.40 / o,'� Tv�7 #114'66 + l l ! 10' I ---- I -env 672.20.y2 nv ^ \ t #11S� Right- f-Way I / / ti # - 8 [-Valley Drain Required _ II #162-52 N N H F Pride & Double Seal Surface i 5 .18 #161-31 t / '' In I 69.30 #11 1 8 21B Aggregate Base Peri e RI = 81.38 / EW-I �' 6'6 Typical Asph It Drive ay Boun Tom,«„ v ❑ut�69.10CA nv n= a // "►'-ate •,1' li4 1, Are I I n►, - _ .70 L - �v �67 cAs j,9 I #160-53 �� ■�� /� #159-3t0 1-4 Be - -_-/ ~ -- SAN 8 I I ra 9e (t p> Prior, e' FLA �� S MH U �A Inv =673. 0 l-683.93 un Inv ut=6 .6 1\ I L E E I / In=678.10 I __�yl ert 9 In m o 1 - - in I I r, Ln In ko g- D � AID�` + 10 Out=677 0 #1 its-54 �D I ru J l l I I / n. Nr TYPICAL PRIVATE ROAD SECTION:0.P-"67S;!, my ' '° T 1DI-1 Sty:7121, �7� v Out-6Z6_50 + T , 80.50 Type I-1 , 11 1✓ Not to Scale Donn Inv - 40 I v Out 7 70 T6 7 I 20' Wa er Easpnen s 60 BOIL DISTANCE (LF) PIPE SIZE (IN) PIPE TYPE SLOPE S _ 92,54' 8 PVC 4.86% 130.30' 8 PVC 0.61% U-T 377.13' 8 PVC 2.31% V-U 160,43' 8 PVC 1.81% W-T 147,87' 8 PVC 2.03% A-D1 145.60' 8 PVC 0.50% B-A 267.53' 8 PVC 0.41% C-B 393,37' 8 PVC 0,41% D-C 203,50' 8 PVC 0.44% E-D 90.63' 8 PVC 2,87% F-E 87.43' 8 PVC 1.03% G-F 144.04' 8 PVC 1.32% H-G 116,06' 8 PVC 0,69% I-H 139,73' 8 PVC 0.86% J-I 102,52' 8 PVC 0.88% K-J 72.47' 8 PVC 0.41% L-K 211.15' 8 PVC 0.90% M-L 364,00' 8 PVC 0.93% R-J 265.43' 8 PVC 1.17% N-C 242,90' 8 PVC 0,41% O-N 199.89, 8 PVC 3.35% P-❑ 187.48' 1 8 1 PVC 1 3,09% Q-E 204.51' 1 L8 PVC 1.76% X-G 172.53' 1 8 1 PVC 1.32% Co fLA N I N MH K - -_ ) I - - - - 40*00-- � Inv 681. 7 .4� M _ c' Inv Out 75. _ I SAN L A M M Rnv ❑87=6 . im" 8 I _1f \ 1 Type 2 San. S e Ea vent = 8 5 \ � I v In 677.5 I i v In4 -°� I nv Ou 8 .90jN =\ ti N I v Out=67730I o I in f O' W 1f65LiwmU-22.5•Bend� h~ /1, 01 (U (1J CU (11 (1J p� C � �D � � � � d. 01 ►� I I .Nr � t Regency Lakes Estates f Ex 8' GV » H Ex is of Pepe Section D \ � � Ex DO ssy 1 - ---- - ----- Ex 8' ugMm (BEGIN CTI Site Utilities Plan D' WATER MAID ) 20' Water Easement to be provided PROP 2• PLA inQ) D for Possible Future Water Connection ►� E o GAS LINE ESN'T ` FREDERICK COUNTY, VIRGINIA a� o < , 1 E G E N D DES. CEM - - -_ JOB NO 4024 0 a] DRWN twp DATE FEBRUARY, 1995 SHEET N0. _ 3 �� gQ�__.__- APP CEM SCALE 1"=60' OF -1� SHEETS > » r -�i V LX C� U x - - - - - x -- -- x ----- x -- ----- x x -- --- x --- x - --- - x --- - --- - - N 54 33 26 WI 11111111111111111110 Proposed Culvert w/D.I, -- Proposed Sanitary Sewer Line w/Manhole Gilbert W. Clifford and Associates, Inc. GRAPHIC SCALE _ Proposed Fire Hydrant 13n61neere Land Planners Surveyors Existing Fire Hydrant 150-C Mole Greenwich Dr, 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 0 30 60 120 240 x - Pro osed Gate Valve P --- I-----�Q- Existing Gate Valve Proposed Water Main Proposed Sewer Lateral IN FEET % 0 1 inch = 60 ft. -e Prop, Dual Water Lateral with Meters Prop, Single Water Lateral with Meter S---o Existing Sanitary Sewer Line w/MH --KA-- Existing Water Main <703) 898-2115 C703> 667-2139 --------- REVISIONS no. date description by ckd. 1 6/12/95 _ Revised per VDOT 6 FCSA Comments TVP CEM z 7/19/9 Revised r Count Staff Convents TVP CEM 3 7%t "V, FV1C t_ANnllv6, ^P-F- Ct7A1.440KTt7 27 7-r S'5 .k _ _ I a flu .` �. ♦ v 72, ��, ' Inv a u 7 2, o ono Ln 1162-52 ti' cv N N H E -- - - — S N MH J - 12 In 11 \ �. o Ri - 81,38 Type Ew-1 � � � — _ 6�65 -- To=676,60 \ n v �❑ u t - 6 9,10 �, �_ n V 1 n —67 p _ \ co I - I 1 Inv In= GAS L�` co --- -- - ----- - --� - _``�- PR --- R I m 6 g -- - S H U -�- Inv -673, B 0 —j �� = 83,93 Ln Inv ut-673,60E E P #1 I b -67 e� Culvert 9 Ln � / o I r , C1J / +3 1-10 ❑ t= 7 `D L0 \ 0 o tr#9 4t 4t110 co CF \ 1 I To 67 .to T ' 4_ ,60 6' ut- 6,50 6 ,40 � T--672,5 M T H LINE (SEE T 4) •. - — nv In= - P Inv = 69,8 ° Pn 6 8 A� 0 A 6So v In=668, ( a) nv ❑ = 68,0 — 9 — — - / #114 -- 66 0 Str#7 #1� \ Type I-1 �� • •. 1 11 \ Top=6 2,73 / OD INN\ K — — 12+00 11+00 1 9+00 F I 1-10+00 8+ FH �% I---- d �`1 cA S r#14 T pe DI-1 T =680,5Q - I n= 675, 0 Ir v ❑ut= 75.70 R r N M 68 84 Riry1=687, • / f a � f S` s M st 6 nv ❑ -6 1 i m 3, 31 Tyke II-1 - op=6 3.0 1 r� = 6 8 5 �. 1 �— I v In Inv In - nv ❑u -68 ,90 I v ❑ u t= 6 7 7 Inv ❑u=6�0,50 J 1 • • Ln \ 20' W E4�0rU-22,5°Bend nj E --'jf E (Aj Lo �r V-4 d-_J/ E (�j c� /Lynn ((Y / l $ r t �$ �—+ 4t — 4t Ex 8 Gv Ex 2 Jts of �Plpe - E9 P_ -- / I Ex 8' Pug ------- - �-�- ---- \ (BEGIN CTI❑ / --- -- - - - ---_MLJ_ \ °Dn WA ER MA N) efv>+' 20' er E ent t pro4kftd Ln / b b B0 2' — - - 0f3 b b i3 1 B {3 f o r l F e c C -�W' 1 41 6 � 4m7 6 6 6 /< / I Regency Lakes Estates r� Section "D" 40 �� 26"W 18��°� . � Site Grading Plan FREDERICK COUNTY, VIRGINIA WHITE PINE OR COMPARABLE �\MCI, 4' HEIGHT (TWO ROWS) DES. CEM I JOB NO 4024 - SHEET NO. 5 / DRWN twp I DATE FEBRUARY, 1995 OF is SHEETS APP CEM I SCALE 1"=30' i Gilbert W. Clifford and Associates, Inc. / F.ngineer• Land Planners Surveyors 150-C ❑lde Greenwich Dr. 200 North Cameron St, e r \ b GRAPHIC SCALE' Fredericksburg, Virginia 22401 Winchester, Virginia 22601 Denotes F C S A N u r� (703) 898-2115 _ — (703) 667-2139 30 0 is 30 60 120 1_ _ REVISIONS Denotes Street Address Number no. date description by ckd. --- -- --- 1 6/12/95 Revisions per VDOT 6 FCSA Comments TWP CEM }� ( IN FEET) 2 7/18/ Revisions per Planning Stwff Comments TWP CEM # i 3 0 - 6 3 1 inch = 30 ft. 3 7 (�9 VrsrCr►S Pee- PcA a��x S pFr- Ca- MAt6NT'S -7f: -)S`:_ canA r ,.A xi, d X I `• ,f i i L) -' W , �, I r.., U) I LD I 1 I it I - 102 Qj CD Y �-) �+IX � I • _ v 0 0 8 Z /-4- 8 % • CDLp Rj q► o C� U CO '171- Ri I nC 4%fl _ ' a _ 1 1 _ 41 e*M i57 f ,p ,l 11f�„� �T �:' C..f�✓r "t ... \,^ - v' �'i% 11 _ t� ( li Q �:' ,; 2 c� .. ^ �.Y '•„� � C�+i-,'�� "/ ��f �� . 1 '^"'^^:i.a.. - 1_r •� ..•/ i '•, S ''�y 4,,i �l% ,,,�, �� , { 7 � � 1, i �' � � 1� j' I � �'�7 �' �1 ( � � � � � y� .r''•r. ( 1/ _ � 'Ij `� � , t-} `� (� .. _ i �......,,.�. .... � . � ___. .. �l 1.^. � y� � ,,,. �s V 04 ��Z �+.—_. i �„�'�,,,� V t.rt,° / l.�J�..r� �/, J}�` ,� /� , ,n� r'•`�'� ... � i �'�, � �> (4 {� 1'` ",1 ~ � / }•t.r+`,r ' l ... .,�.`, I.. , , .e.,... �1 1 1 �. 940 d I �r ., I — � 4 4 I _ _ . -. ... -... ...ev �i�I rJlil., 1IWS�ld�1 331- d�J �5 , \ , I \� 1Li , Qj ISE \n/ tor I /Lij L C AN S _�aPED PE_ [- RIM -_TER 17UNL,AR'Y AREA o / Q) ; USING EXISITNG VEGETA I FIN AND S(JPPLEMEN'TED �\ � 1 / I / Ln WI-�H EVERGREEN SHRUB`.' & TRt=E�S PINE EIR `'(;f.]MPARABLE f"1Ik 4' HEIGHT (-NWG RFjWS)In xn i O - `` 1 ,1 I 1 I Sege fi.,: �Y E. Tab :,.es I Site Gr°�.41 ing Plait ,. FREDERICK COUNIY VIRGINIA DES. CEM JOB NO 4024 c" =SHEET NO. 6 DRWN twp DATE FEBRUARY, 1995 APP -- CEM SCAL_E�! 1'= 30' OF ---�, SHEETS Y) V 15 F ` 120 Gilbert W. Clifford and Associates, Inc. 1Sarines» Lend Tlsazlnsre Surveyors 150-C Mole Greenwich Dr, 200 North Cameron St. - [[_ C` /� Fredericksburg, Virginia 22401 Winchester, Vlrgmin 22601 �_ r� o- f .:> f 1 l �) F.' f ( IN FF'F,T ) C703) 898-21]5 (703) 667-2139 i- 1 inch - 30 ft.REb1`i��NS - _ Denot. , Sir`., et A6�Ir�>s I ___ __- U m I r �, `'\ no. date _ _ deic.ription _ _y ek_d. 1 /12/95 Revisions per VDOT 6 FCSA Convents _ -�� ~ TVp CEM 3 0 N m 0 n 0 % Q0 16 10 in 0 1 Ori Q 0' Wj v 5, 0 5 M// j MH MHO A-f 1q MH T U v M a- \9 9. -7 ro Jdr I P Cover it Reg V. ......... ram,.. 8 PV C- I - -- �!< ¢ c n' J, � � � N , I I iii J i 0 � � li�ja r MQ" 1r) OU ----------- 0 Ll L 0 13 C) > 0 '�l i Q 110 QQ � S 0) >If 4) (14 0 I C nl ? a! p I np N M % 4) 00 o f T �, ' a v� ' EW N 0 Q 0 v tv n1l 1 \9 9 n` f` y1 q0 N, 0 7 3 8 L? L 10 /0 Yl Or ve- t$- Wj o ",4 0 yi 00 ZO OD 1C 413 N r, r- N \3 V. V. S. 0- ! 200 I I I Mh/ /V// P Al 01 op al A/ Q:! \9 IJI 7rc+c�C { 77" IN '7 3. it) 8" k/Cj C' Aloin 14 A L 690 Prop. &rod e- Q 16BC70 X - 57 174J e Cover 685 6P 75 M ICoSo G' E ` 67c) � V) Oj 4� 0.507� 670 -x— of L) QU V) Q� o 0 c6 (Z lu > rk: t9l in L4) if) AIM 00 0, 0) If) K W NJ Graphic Scale (in Feet) 1" = 5' : Vertical 0 1 2 3 4 5 10 15 I I I lom 0 10 20 30 40 50 100 150 1" = 50' : Horizontal QO o. N11 X LQ ° `�� E v: r; v 00oDI 00 (blQ MH 69c) > 0 C>C' Cover ------------- v 'PV - G" V- 70 L/40/k r a'r fc 00 > At -54A4 1-YA4w- A {Q\ 0 W lu � � � P i � ` jj b4U �"�. „{ 00 ,� _ 0 L 0 + i t1 +• i. �. * x � r � /3 s,/,.7.5 I 47 c-: Regency Lakes Estates Section " D" Road & Utility Profiles FREDERICK COUNTY, DES. CEM J08 NO 4024 SHEETNO. DRWN P�PB ,N i DATE FEBRUARY, 1995 1 APP CEM F SHEETS SCALE 5 O'H, I 5'V I Gilbert W. Clifford and Associates, Inc. Rnlineere Land Planners Surveyors 150-C Mole Greenwich Dr, 200 North Cameron St. c Fredericksburg, Virginia 22401 Winchester,,Virginia 22601 (703) 898-2115 (703) 667-2139 I REVISIONS no. date I description by ftv,5"s Per VpOT V FCSA C Onts omm I tits S5 A %I Qj 'I- V) LYJ kfj Wi 4) r t'- v- C. 77 :Zo t ---------- wc?�e-' Main 7 5 )q -7 (MN 1 Da" A4 F QD J L L > 01 00 C 110 I v, 00 c' Al 0 'j, i c >; > > Qj u, c4 u N „M �I �' M ) IIN Tj; 2- 3 4 .5 MH Ii II 7— _j Core 0,- j 1/ 13 \3 '31 \3 \81 \9 01 0 C> -.k dxj H M A/ t< GY-0 -4a 36 500 -T— Fv C4 c&77j-, ed w I ( U I C6Ql Oi Q0 f J.501 VC. IV.s.o. * 22� i �� MH aj x 119 b \A I I I .' I L i M U 0 4b L tt '5 1 VC - C MH V 00 0 '75 685 6)"in 670 CIO 5 Graphic Scale (In Feet) 1" = 5' : vertical 0 1 2 3 4 5 10 15 0 10 20 30 40 50 100 150 1" = 50' Horizontal 00 \3 v Prop. r Q de, vc— Y O � Oi Regency Lakes Estates ID Section " D' Road & Utili'- Profiles FREDERICK COUNTY, VINO NIA DES. CEM JOB NO 402 'SHEET NO. 0 DRWN PD6 DATE FEBRU 4RY, 1995 OF SHEETS APP CEM I -50 H, I 5'V Gilbert W. Clifford and Associates, Inc. Gi lQi Ic Engineers lAnd Planners Surveyors > 150--C 11(cle Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 REVISIONS no . date Ys descrj�ion by oAd. e"SeiAvzor tocoo*)v11 . _t u? r,.< Si .�9 Str.�i¢ Sty kv Hnv 411 5 fy 680 `2 G ro cl e I �i EX' Cr2, N _ - - - _ !-fro¢ Cyr-QOle ml a 5- r■ I / i zto 670 70 ' \ a 0 p Oi y� 0 4! 0 01 01 I \ 'K1 4) In A) N N I m K q- e/ora G � � �l I Iut �1+ C.) 0 r rr a Q s -1; o(X 0 9� L� 115 i r 0 > L L h L ,yc rtA�D l�t,v'Grf«7 ^�/vC,T '"'Z° Cvl�e�t w� G�.,/vcct't /� C�lverf "' IZ Cv1vr_�+. "/3 t � r x I i I U /85,-oo"06RcPC0.00X, ti! �6 N r Iq Ci i .�x.CjrQd4f / Q _ �ex. GrOd�Pro�.l�racie d C L / u 1 �07� i.'c.i G 70 lc7v f t-aP_ Grade <070 �` G7o c o r I 1` Q m o (06 l ' s�v`_� CvCoS t 06 665 i pry I 6.i I f � o cti _ 0 it ! qj �A p ? \ N c; + c ti C r c W} vJ a � t END -SECTION 12"-60" PIPE lab end on outlet and -sections gigot end on eclat Md-cottons —7 ------- x E Concrete to be d 4000 PSI Min t PLAN C --} -- B filth, W. � A pit'. �r h----- D E ----i SECTION X-X END VIEW W 680 6,75 6'7"D G&v ALTERNATE END -SECTION 12" - 60" PIP L. Hub end on outlof Md-soaions i$pQotMdon nWaid-Whons -- - - — x E Concrete to be 4000 PSI Mtn PLAN SECTION X-X 1 END VIEW EN -SECTI Qy J)IAM A END -SECTION N DIMENSIONS 12" .,�- 4" 4'- 1" _ Q� DIAM A a C D E - - - 12" 4" 2-0" 2'-0 4- Cr 2'-0" 8 9 2-3 3'-10 6- '_ 15" 6" 2'- 3" 1' 9" 4'-0" 243-T 2" 6" It1r-_9 .-� 24' — 2'-3" S-7" I'-9" 2'-6"- 4'-0" V-1" 3-0" 7 4'-0" 3 4-� - -6 -1_4;4'I36' I' 3"5' 3" 210 e-I 6' 0° _: -{I' r2=, - 42" 1-9" 6-3" 2'-II"- 8-2" 6'-6" 48 • 6 O 2- �- 48" 2'- O" to'- 0" 2'- 2" 8'-2" 7'-0" 54" 2-3 -5 2'-9}" t3' 2 " 7'-6" 2-II 5-0 3-3 -3 c f a NOTE Pipe lengths Hawn on pions are ' bosod on End -Section design shovyn 1 on the left If the controclot elects ( to use the otternote design shown on —�•`�-Or+ — - "'-- - / ! the right, lengths will be reduced by ..D the difference to dimension SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT Of TRANSPORTATION FS-1 DETAIL 1"I Graphic Scale (in Feet) 1" = 5' : Vertical 0 1 2 3 4 5 10 IS 0 10 20 30 40 50 100 150 1" = 50' : Horizontai Regency Lakes Estates Section " D" Storm Sewer Profiles FREDERICK COUNTY, _ V{RGINIA DES. CEM _JOB NO 4024 DRWN PDB DATE FEBRUARY, 1995 SHEET NO. 10 APP CEM SCALE 1 '-50 H, 1 "-•5'V OF _�i S SHEETS Gilbert W. Clifford and Associates, Inc. tngtnoors Land Planners Surveyors 150-C Mcle Greenwich Dr. 200 North CoMeron St, Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 --- ---- REVISIONS no. dote description by ckd. l to/2-<iGsA itF-✓P Ct-,Rit Edge of Lake SF_- - - SF SF-- (W.L.=659.10) ' , SF 664 I 66A 668 ' Temporary Turn -around Easement (50' Radius) #130-108 #128-109 j Temporary Gravel Turn -around (40' Radius) Sediment Tra O. #1C'6-11 SF- IS / 3 / 666 - 666 ' ZI GAS L E ---- ----- 664 ----� O 1 �1 � - 04 � / • 7k - LINE � � \ (Z) ' o� ^oa ---- 101 #1 .., 9-102 - - 2S-lOp 674 y ` k to ' cement Rs 67 ` s F wooseat 8I`g i$6 0, 6 _"CX. 4' STEEL ' Sediment ,. ment 6> 672 676 Trap r ` \ 67 '� Gas f �- -"1. LINE ESM'T , TEEI rr ossK COECT SNEW_ ; INE - �-g� NNDISTRIBUTION LINE -- PROP _ G n _ Ex. Trans - (�-----------��i aI Ltu to . #106-96 a, a� G 30' �,qS NIT G G I ` ted b Shen Gas c �� o 0\ o #176-45 ` �o CU a e #175-38OD - ` \ \ 1p3,2 SEDIMENT TRAP DATA --- #17 At:- _ REQUIRED PROVIDED #f ` OEM "am ` No. DA WV DV Area at Base WV DV D1 D2 L H W #173-37 I �9\� _ mom n~ / 1 1.65 94 cu.ycis 94 cu.yds 800sF 101 cu.ycis 99 cu.yds 4' 3,5' 10' 4.5' 4' 1 13.24 887 cu.yds 887 cu.yols 7425sf 935 cu,yds 1016 cu.yds 4' 3.5' 80' 4.5' 4 j# --- #172-47 ' #10S�3 2 #171-36 - -- "-" I #137 84 0 T ; M �o ,�ti�-� O " cp�^ Erosion Control Legend I - --- I _ O / %00 'o ' Is-- _ rn CS #170-48 j 41 i0 Temporay Sediment Trap - 3.13 L # 13 - / #Ils, '---_ SF Silt Fence Barrier- 3.05 i - 73 _ / #168- 9 TYw 7I o e� J - `S ( o 0 0 01 0 o Straw Bale Barrier - 3.04 #16(-34 Inv Out-6698 / #110_68 o Outlet Protection (EC-1 Rip -Rap) - 3.18 00 ' 166-50 / 6� -� / Inlet Protection - 3.07 # 5-33 I _ I *I12,6 Construction Entrance - 3.02 401 #16.4-51 , Buff StrA13 `s All Erosion and Sediment Control Measures #163-32 I- '✓ #11 / to be in accordance with the 1992 Virginia 80 - Future Are ' --- 2�, I o cJr 4,66 Erosion and Sediment Control Manual. Right f--Way l #11S,8 u N , #162-52 -�---- #116STRUCTURE SUMMARY P e r i e Type -1 a I '6$ / BAr Inv Int- � - GAS NE IT #11�,9 STR, INV IN INV OUT TOP ELEV TYPE DEPTH(ft) - --- -- -- -- - ' 73b0 - #1 r 6 680,50 683.01 DI-1 2.51 0-53 �, 7 680.00 679.90 682,73 DI-1 2.83 8 - 677.40 679.87 DI-1 2.47 J #159-30 PROP. 2' PLA 9 676.60 676,50 679.10 DI-1 2,60 - 10 - 669.80 672.50 DI-1 2.70 r - --- ^ 4�J`, #11 11 669.40 669,30 672.50 DI-1 3.20 ° I '' �- 9 `0 v7 r, ICU- ' 9'!p 12 -60 60 1 13 672.50 672.40 675.811 DI-13,41 (0 #15g- a '' 00 '0 a - NOTEi CONTRACTOR IS TO CALL THE FREDERICK 14 675.80 675,70 680.50 DI-1 4,80 !,29 trB9 - - sa COUNTY PUBLIC WORKS DEPT. (667-5643) TO :ftstrse To -67 Io 4 " � N, - SCHEDULE A SITE INSPECTION WHEN PHASE ONE I Topm67 in- 1 60 6T -1 TypeB7 I-1 , 1 OF THE EROSION AND SEDIMENT CONTROL IS IN Inv ` 5 To - _ PLACE„ PRIOR TO ANY LAND DISTURBANCE. ROP. IW 40 v O 7 70 A y �2� 9.9017 ,',5� ` - - _ _ _ _ / DRAINAGE AREAS Monnne sn000n snow snnnsg a� �s�ss ,ykf� AREA ACRES C CA HI ELEV LO ELEV LSE LENGTH Tc / A 0.93 0.4 0.37 679 671 8 340' 5 B 0.72 0.4 0.29 688 674 14 490' 5 ,2 • C 2.09 0.4 0.84 681 666 15 620' 5 - - - / D 0.74 0.4 0.30 681 667 14 340' 5 Tyop=6l-I p, E 0.81 0.4 0,32 685 675 10 220' 5 N b Inv In - r� / F 2.34 0.4 0,94 700 683 17 385' 5 /Z � Inv 6 U, 4 cS� G 0.34 0.4 0,14 688 683 5 325' 5 ,41' a N N N 4 ; f� H 1.81 0.4 0.72 687 680 7 400' 5 �r i i i !, i i �° '�' o� rN / I 0.69 0,4 0.28 685 680 5 360' S '� ►� i r J 2.89 0.4 1.16 687 673 14 350' 5 :� M M K 0,41 0.4 0.16 679 673 6 295' 5 L 2.02 0.4 0.81 687 675 12 365' 5 i M 0.65 0,4 0.26 683 676 7 260' 5 - - - - -- �� - ---- - Regency Lakes Estates ---- SF' PROP. 2' PLA � � Q p - - � SF SF I 10' GAS LINE FSM'r Section "D" 0 Erosion Control Plan CULVERT SUMMARY (n=0.01Z FREDERICK COUNTY, VIRGINIA 11 CULVERT FROM Acc, CA Acc, Tc 1 (2) 1(10) Q(2)cfs Q(10)cfs INV IN INV OUT LENGTH D(In) TYPE S(%) QCdDES. CEM JOB NO 4024 es.)cfs VC2)fps V(10)fps HW/D HW ELEV Min, d(50) Apron Length --- SHEET NO. 1 A-B 0.66 5 5.3 6.8 3.5 4.5 671.76 671.30 65,00' 15 RCP 0.71 5.9 5.0 5.3 1.0 673.01 TW<.5 Dia 6' 10, DRWN twp _ DATE FEBRUARY, 1995 2 B 0.29 5 5.3 6.8 1.5 2.0 674.04 673.70 43,00' 15 RCP 0,79 6.2 4.2 4.5 0.65 674,85 TW<.5 Dia 6' 10, APP CEM SCALE 1"=60' OF ___ _ SHEETS 3 C,F-M 5.31 7 4.8 6.2 25.5 32,9 666,45 662.75 185.00' 30 RCP 2.00 62.8 12.1 12.9 1.4 669,95 TW<.5 Dia 6' 13' - ---- - ----- - _ -- 4 D-E 0.62 5 5.3 6.8 3.3 42 667,35 664.00 102.00, 15 RCP 3,28 12.7 8.7 9.3 1.0 668.60 TW<.5 Dia 6' 10, Gilbert W. Clifford and Associates, Inc. 5 E 0.32 5 5.3 6.8 1.7 2.2 674.16 673,83 45.00' 15 RCP 0,73 6.0 4.2 4.5 0.7 675.04 TW<.5 Dia 6' 10' Engineers Land Planners surveyors 6 F 0,94 5 5.3 6.8 5.0 6.4 680.50 680.00 48.7V 15 RCP 1.03 7.1 6.3 6.6 - - - - - 150-C ❑tde Greenwich Dr. 200 North Car�eron St. 7 F-G 1.08 5 5.3 6.8 5.7 7.3 679.90 678.00 101,56' 15 RCP 1.87 9.6 8.1 8.6 - - TW<,5 Diu 6' 10' Fredericksburg Virginia 22401 Winchester, VCame 22601 8 H 0.72 5 5,3 6,8 3,8 4,9 677.40 676,60 71.13' 15 RCP 1,12 7,4 6.1 6,5 GRAPHIC SCALE 9 H-1 1.00 5 5.3 6.8 5.3 6.8 676.50 675.80 67.74' 15 RCP 1.03 7.1 6.3 6.6 - - _ _ _ C703) 898-2115 _ -_ _ C703> 667-2139 10 J 1.16 5 5.3 6.8 6.1 7.9 669.80 669.40 40,00' 18 RCP 1.00 11.4 6.6 7.0 _ _ REVISIONS 60 0 30 eo 120 2+0 11 J-K 1,32 5 5.3 6.8 7.0 9.0 669.30 668.60 71.00' 18 RCP 0.99 11.3 6.7 7.1 - - TW<.5 Dia 6' 10, no. date - description by ckd. 12 F-I,L 2.89 5 5�3 6.8 15.3 19.7 673.60 672.50 106.96' 24 RCP 1.03 24.9 8.3 8.8 - - - - - t 5/03/95 Revised per Pub0c Works Comments of 4/20/95 _ TVP CEM _ 13 F-I,L-M 3.15 5 5.3 6.8 16.7 21.4 672,40 671.90 50.00' 24 RCP 1.00 24.5 8.4 8.8 - - TW<.5 Dia 6' 13' 2 6/I2/95 Rsvwed per VDOT 6 FCSA Comments rVP CEM �- - - ----- --- --- { ----- --- ----� 14 H-I 1.00 5 5.3 6.8 5.3 6.8 675.70 675.20 48,17' 15 RCP 1,04 7.1 6.4 6.6 - - TW<.5 Dia 6' 10, ( IN FEET ) 1 inch = 60 ft. Al 0 J�° W Y U W 'J W f J 91 t.1 > a a r p f W u 7 J W C m a a a �i '0 0 z 0 (� oc w O`" z0 z0 R/W C/L R/W 10, 30' 30' 1 0' SLOPE & SLOPE & DRAINAGE 4 + 6' 8. DRAINAGE ESM'T 11; 11' ow ESM'T i i MIN (CUT) (FILL) 1 1/2" SM-2A i 3.. BM-2 i i/Q..:1• Y/4":1 �. 1 6.. \\, `\_ — \ . \. EX. GRADE 3:1 3:1 i 4' WELL COMPACTED 8" 21 5 AGGR. BASE SUB -BASE saI GAS �EA, EMEN I TYPICAL ROAD SECTION ,�► ,�: Not to Scale _P49S �• `'' 1@' 1QRAINAGE EASEMENT '( C.C. 21+'68.07 r.---. 22+33.51 `q 2 _ -I : P.C. ` � •, 104 3= �. N58030'13" 4 25 20.21' 66 .+93.20 T. (\ pDRAINAGE EASEMEN"., CURVE Regency La kt 57 Drive E C yA� Sid. VDOi E XC 6G T/ 0 N Stop 5tjn 7'o L.Ake.6,5 p/VE Z01 7"o ce 4-5' ScE SNr T . Q t gal Pa StrG tea"LI1�1/f�SLC - - - - Cc?aecfioin Deta'I ! Non: R'i var e Strut Conn aZ 6 be e_onsfruc1*d 2o' ,W So' Rad./ $.' 218 9A5e Ngcr, 2� Type SM-2A alpha%#' ,. Cc�mre A mod. vbort 5t ) %5 G156 t6 be p raved ed X a S SECTI R & R E. STANDARD +vu+ 1+ 32+00 3 +00 I JLW&, JT /� Februa 1995 SHEET NO. _ _ t010% RAC --- MADE . .D IN U. f A. ' ORW. _�_.�...�.�_...�._ DATE. � ��:..-...��y�_. ..-..._�..,..e..� NATIONAL TRACING PAPER DIVISION V 1 '=S` 1S I:i D1ANAP0,1f. INDIANA 1 (a-rz-9s ResiS)ens R'r VDOT f FrsA' PP CEM 1 =5()• U '--"'-`- --'-"- 411 1w: N" 6+82 _D r A Ni 14-N 36+74.41 = 22+25.12 SMITH DRIVE ( ELEV. 669.91 5'x 15-Easement Recj,d STA�3L+'AD CD - i Reld 50' GAS EASEMENT —� \ (T6 be Relocated b� Ca q s Co_ ) \ 3 5+�3.bf}_= 0+00 MATWHEW DRAINAGE EASEMENT SiA.: 33 4�20 n� � f•. n � e tN- � r O� o` o� oo ao 00 0o a v+ c 695 400' V.C. 200' V.C. V.S.D. - 362' f 6 8 0 (ZI EX. GRADE Ov COO w z w 675 0 \ \ \ / PROP. GRADE \ \ u / p \ � m K. re w \ 6rpv^�/(Z' 1.917°% ow -,OFT; r+ a Zi gSSemblY rr e -�- _ �_ 670'�; � � l � � w }, fr 665 \ \ z _\ s(n ' 8 sqn, Server O > 660 • e�� ¢ °z ONO N v VO7 655 E-.a�� O o w @) M -4 + ° a >�]� .a V 0N 14 a °5 A U�� Ii b 0. 10 c Z O� n io u ON o in .' n oo 00o M Mo7+Z O .. ZM � M N� Z 33+00 34+00 35+00 36+00 37+00 38+00 68� =P.T. C-3 REQ'D DRAINAGE EASEMENT 44+28._08_ 'k =P. C.C. CURVE TABLE NO. A RADIUS ARC TAN. (CHORD CH.BEARING 6 73036'38" 300.00' 385.42' 224.47' 359.46' N36°48'19"W 7 83` 1 7'24" 260.00' 377.96' 231 .20' 345.55' N41 °38'42"E 8 1 32°21'04" 1 320.00' 180.68' 92.82' 178.29' 1 S80032'04"E 9 1 16°42'01" 1 1500.00' 1 437.21' 1 220.17' 435.67 1 S72042'33"E 00� n N a Wi 0 0o N M a CA en.. kn r o o! en n N o N N .•r rr O Q1 0p 40 V1 "no, 10 \_,O 48+22.67 o ,-e I c e•►I r� 00 6801 i 400' V.C. V.S.D: =374 N 680 675 �` +W W 685 FUTURE GRADE 670 �EX. GRADE � o � o GRADE \ / 665 ,,,EX. \ / W �- z a \ x U 675 660 I 4 660 \\ a11655 a, u F o 655 \ � •�� .-.: � � / � N III ") 4T a ,vP. FUTURE 4 n 00 000 't a GRADE. e v a 665 47+Q0:._.. , 49+00 \ \ _ M / � \ / j ' 660 39+00 40+00 41+00 42+00 I u e 43+00 44+00 Regency Lakes Estates Section "D" Regency Lakes Drive Plan & Profile 655 p" 7/Za/9 5 ,eE✓. r�Ez VOOY CDMMENT,S 7127115 by.' S 5 APP : G' E M a n o FREDF.RICK COUNTY, VIRGINIA + CEM 4024 45+00 46+00 1 3 JLw& JT February, 1995 i (,,_Z 7 95 01, ",rj 7 K-P CEM V: 1 "=5 ' 15 r &-iz-45 Revisions py VDbT t r-csA Twe 14.1 "-rn' 3 I- Excavate the Trench 2. Place and Stake Straw Bales C D- l a j , C'OMHINA/ TON UNI!( rrUlr-v.h ..rvr .+ t f'D 01 CUI ; �?,VA ''pr tY f•';'.. If `:ram-- • -�T ___ _ �_._. _-__-- - ( �••� . _=/.'1•'-.� s .-+•r-r.w-r ' _•'+�.... ��'' '-•' - a) 11NPns s/xx4l lrtt/ry Inlrcvrer/. '`` j/ 1111 f ALL `w'-'— -' COMOINATION flNpf RnHAIN- rvnreiirun,xl urderdrain wUl �.__�3t___±F- _--�----i►..__.__.-.�_ .. 'd• te,'"weal fit this polnt Cf NI 1 R ! INI Sf CT ION CENTER ONE SECTION m wlen loveent design !s In ,,, I'rvfl,trre writ) I yiVcol Section (wiles I yle 1 Selcut MarIJ (With Type I Sda1 Marl-)- N Ixrhev. . I'1 AN VIEW SHOWING PI ACI M1 NI OF PLAN VIEW SHOWING PLACEMENT OF SI D.CD-I UNOI ld )HAIN UNDERDRAIN OUTLET CD,? UNDERDRAIN poi of CUT - -- - - - MARKER DF T All fx8•xi/32' Min. Sloe/ Nthwn°n of TOP Of ClIff steer fivels or J ��-- I ORCR IINF of A! DW Inch I'loiIn. Oars caveywllnla TOE 0f 111.1 -- - SII(k/ILXH UNE will Pais/ OVTCH SfKXRlJIER UNE -------- �� (1 Type Rdled 4' 0' ONE --- Roil Steel Past at I EDGE OF PAVEMENT EDGE, Of _PAVENENI__—_- �._ - -_ I.JJ IDSJII.a -- -.----- - Ntmein rn Alloy J'lii I 90' 6063 16 0 J8--- —�-- � - - 'ef - 1 _ I DSJf I. fr---- - _ 4 Steel posts and plates to be pointed or I I• I QovoNzerl /n accordance, with ire EDGE OF PAVEMENT Taw OE PAVEMENf - spot'. It poilved the Iloot coot Shall be NoIJ oiumfrcrm point of Noll SHOULDER LINE SI fOUI %1f R l �wv % --- while pal v. U - �lit`il I0I OF F/!f Mali to a pnnod of aald era d / -- TOE OF Fill �/ / all under orain /rufallallans burring 101' 0! Cl/1____-- focdlons whe/e urtderdfaln is tied �''lde 1 Into other dralroge stludures Or os - - - ---- ---- C J directed by the Fnlg/neef NM .Wlrrf- Sel-ct IlaferlolType Ior NI Is nor used. the 17 -- -..--_----- --- -- ------ - -- - --- - - - dimension will oppy from the bottom of the subbase moiler lot-Wfw -- SUDDa.c material Is also Mused. the dlmension will OPPty ffam fin hatPorn of the poverrldv. Subbase Marl. <. ?auldds Pored or U^oaved Street Marl. Hype NI GT NI 17N_ NOrf S- �— 001 myy be su"Ituferl for CO2 Of vice vefsu. .r anyy t hot be constructed of Ile opoximofe NUN PERFORATED OU01 T PIPE (Type Ma ol) Slope parallel to pavement for afloo .shwn on the peons or as directed by Ur. I Ilglnor. crushing_ StrefWh 1BS/lF tlAl F SECTION HALF SECTION All pipe to be ti- unless otherwise noted on tsian.s. I ype of Pipe --- - I _G /D.�_ TYPE I Sf rfCT MATERIN F'ovenlere TYPE II SECLECT MATf RIAL -- - Itench shaIbe filled with aggregate and INougWy IDOQ �(OcC & Bose �Gronzlot Subbase Viltlflod Clay --_ Granular Subbase `nrr«� -- Subbase `- M/d halrtoal 10 hisiwe rnmpodness. - - - -'- -'I, -- - y Set. Marl l ype I _ .:.. -- Set. NoYL _ _ .- y Set. MO!•l. l yle It CW c/81C s� 1'! .dull begin of ire edge of poveale" and shill -- - - -- — - -_- - & Ili 1?'� , I \y�, fr sxrd un I erode wfCHO to the shwlder Cfxruyiulixl Steil- -- _----,-_ 0.5 __-- _ - ... t. ems. L r ,gay a Nay! AM(. ( ,v f uflaled Alutiflul t (l) ctrfb and gullet Sections. Where HIS Imle.Assible AslYullI ibeir IIQfI _ _ __14_Q_0_ - rYPICN SECTION I IYPICN. SEC1/0N 11 to n irrwlse yyovlde outlets for undetdroires.1tlry -- -- - POvemClV Granular Subbase we in !r localor/ so as to drain Into drop ilNr4s Of moth Wall PVC lOJ l53 Granular Subbase Surface & Ease 'ter �� (lCemrnt Slubll/ttvlt rrlarxulcs Smxdh WO// P( /0 PSI 11 11 70 PSI 11 ♦ �lI1�RI . - . - Sf,�� -- . ..- - -- -- Sotitode Stabilized SIoD1llzed Subgrafe It It Is necessary for /be p/lie to oudall into a r ut a Wall I Nctness (min) Inches. rcemwv a LJme1 Survotle Stnbllllfaf ditrlllhe flitch Is to be deepened If Ord as see Icstfxl ocrofding to ASIM 0421? al h% defledlon. No.B ev No57 Aggr. (Cement or llme.•1 "" "C") by ire I fplrxxr. IYPICN SECINJN !11 IYPICN SECTION N On Sul er etcvulod 5rx7lans.1rel r'n IS to Ixr urrlrr entire plNeirwill )/Oil wan lirpe on lull slot fvd, "��__=_ —_.-- �-• - _ ___ y I/T:r slope to "Side sheJhlrn 'r (NrNN1Nr; 10 pUl SNTf 01 IAIN ItON)Wnr STANDARD COMBINATION UNDERDRAIN REVISIONS job number- 4024 no date _ sari lion b� cl.d. __ _ — - / -95 2ev7sed VL)6T I Fcs4 C,,,,,j en1-S TWP _CEly date; February, 1995 . designed bit, C.E.M. . .------ drawn b,,: 1.I.w. approN,ed bv: C.E.M. f m,n Ienyne s,rang in rt-�- t.. • f �' 6 HEX BOLT AN NUT �ITI_jl bra: 1' � 5•) C 2c0"inn („ngo,,an�ted tmcwnrss) SECTCN A -A holes I! _ I _ 1 I 1 - A A' i 1 sent Plate 1 -� o✓ of m t�--1 II BOtWm CVnea I N }'v hole. 7 2-I1 mar tk moved II 1 ophonol 20v,n9 'fs 1i- handling .i.'v, curing gal SENT PLATE POST t .�� il� • 1.-- FLOW _ 8ALE ��,•�JI WIDTH j! 3. Wedge Loose Strew Between Bales 4. Backfill end Compeet the Excavated soil. CONSTRUCTION OF A STRAW BALE BARRIER A A .f B Points A should be Higher than Point B PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY STAKED & ENTRENCHED STRAW BALE y t - PANELLA MODEL PA-4SVCSK (4") --- - 1 - B IND ING W IRE OR TW INE / PANELLA MODEL PA 6SVCSK (6") Souoro .vosner '--j -Ise. oelmi Ina :tea I 1 CC1f•1PACTtsD �E TO PREVENT _-- d win aria n i Class A Concrete Skid Pad ( 1 Pp " Ices l tat Ins sneer) 20'X 20" Square Shaper�..l., 1 I l 1 � SEDR"ENT LADEN RUNOFF FILTERED RUNOFF _L Install flush with u5-(Bow Melol Th.arneyy) Surrounding Surface l l SQUARE WASHER 31 Ma` t ti 30" M. h TYPICAL INSTALLATION C Carefully Compacted Backtill } �� } NOTES - ---�- 3,. � Si'd GR-B post spaong s 12' 6" SI'd. GR-8A post p spacing ,s fi -3" 3. - I Stb. GR-88 post spacing ,s 3'-Ij' 3 =�61'd. GR-8 deflecl,on Is 80it Sr0 GR-8Ade11ec1,on ,s 601t ,_ St of GR-88 del if chon ,s 4 51t. 4)11 holes All posts, bolls, nuts and washers oft 10 be golvanaed fir N Beret Plate post w S3.5.7 Post may be rile,ch.n9ed On any and protect with the restriction that the came type of post must be used ,n any single run of .r1 g ordrat. For details of guwdral element, splice joint, nydeare, } etc. ste Sheet Na. 501.01. V ' ®The guardrail and modion barrier components de,,,cled �n rN A.R.T. 8.A. Technical Bulletin Number 2688 may be Substduled ;� if inlerchongaoble with the Standards far guardrail (GR)or •'' median barrier (M8) and approved by the Engineer. 1' I I t POST SPACING ON CURVES Pov ,,, F. Cr cture Post Spoc,n 2. War less (220 it rodws) 12' 6" )Botlom� 2t9 II 10111 It fi 3- 4 corners may De 11011 la 7611 4'. 2' d,opsd 2-.2"to aid dnv,rg. 751t to SCn 3• 1�" Less than 501t Use not recommenced S3 x 5.7 STEEL POST _-Concrete ® The guor,roil and medion borrier components depicted In A R.TB A. Technical Bulletin Number 2688 may be �— substituted if interchangeable with the Standards for guardrail (GR) or medion barrier (MB) and approved by -�-_ the Engineer $noulder Brook 4'- 0" ------- Face of Guordroil line—--- _ 25 Approz -- _ 12-6" ^^ 12' 6" Typical GR-6 -- Pi. hind f1peterminal treatment bona Gveroro;l -------_ PLAN --- Rod Seaton See Detail f Post iI Sheet No 501C1 I I. ,o — , v End post support angles Typlcol post Ground Line— .' see detail"B" 42 see sheet501,12 L ELEVATION Con.uele anchor see detail _A' TYPICAL TYPE I APPROACH & TERMINAL SECTIONS Conc,e•e Ancnor R; I se_'lon see detoll C Beam length 1 12-6 Typ,calGR-81 approx. 13. 6" -- -i Pay limit Type I' GR-8 Terminal treolment PLAN . le - To be used on bc!h Ir to Sides of driveways t and opersings L J F', (r a6t - Concrete anchor supperl angles see detod-A see derail-B ELEVATION TYPE H TERMINAL TREATMENT � 3E DRIVEW,HYS & OPENINGS ,. /-This end Is to be anchored w' Beam End section --r--- / « (Flared) f;,r delods o t0. see sheet No.50102 _ • 1 S ¢1 ai HOC:: ICE' f1 licks of 3"C C 1 Shop bending required to make for 8-'/ anchor rods the type E terminal treatment (two spore holes in roll I- for positioning) / DETAIL-C SHOP CURVED RAIL PLAN 6r Holes for 4 Danis 4 tong I" 3'-6" %- B- 7t Golfs nuts Icing 11 I - s 7" s _ w/nuts aria wosners Bolls argued e .3 2 R � _ -•i with poly nuts ors to 100t 20ft Ibs. alter post is driven W/ 6 g holes r- _ _ not to prot,uce -1 7 - I I 3'M: i over top of ro'l 6 ail c _ i..} •I-' / , I "1 • 3 bars ploced at quarter pis, �.. q L a43".4 8" L^y. Ocx A3 Conc pros a<crovee br the ELEVATION DETA'r -B Enyneertcasimplae`, DETAIL A END POST SUPPORT ANGLES Pr ec 0" CONC ANCHOR ASSEMBLY GUARD RAIL DETAIL (GR-8) Aggregate Base INSTALLATION DETAIL SHOWING SKID PAD FOR PANELLA CAST IRON CLEANOUT CAP WITH BRASS PLUG HAVING A COUNTERSUNK SQUARE HEAD FINISHED FLUSH WITH SURROUNDING SURFACE. PANELLA MODEL PA-4SVCSK (41 R PANELLA MODEL PA-6SVCSK (6") FINISHED GRADE •Tas; -—J.• SQUARE SHAPE ONLY Z cr I w i CONCRETE SKID PAD W a (DEPTH 12" ) 3 a _ _ AGGREGATE BASE >- W z ( DEPTH 3" ) Z17) Q C) (n SEWER LATERAL WITH CLEANOUT SEWER CLEANOUT CAP AND SKID PAD TYPICAL SECTION TOP VIEW NOTE: WHERE LENGTH OF SERVICE LATERAL TO USER EXCEEDS 75' AN APPROVED CLEANOUT ASSEMBLY SHALL BE FURNISHED AT THE PROPERTY LINE. �ogy.�ian an Slid V 0 D,De ;. - -% / • � f ale°6- _ , 6'Toa' e TRANSVERSE CLOSED CHECK SLOT e TR�f:S JE RS_ CAN CHECK 5-OT =F': -M At:D DOWN-TREAA TERIAWAL SOIL STABILIZATION MAT INSTALLATION gilbert w. cliffor & associates, inc. Engineers -Land Planners Surveyors 150-C Olde Greenwich Drive Fredericksburg, Virginia 22401 (703) 898-2115 STAKING Df: TAIL. i i 11 i,_ -1 r � � l� - ' awcs - 25'oa rr NOTE An r,rrst, yMll mwn� D :bit pe y 2 lene•n rw wD+mul.- ct V DITCH 200 North Cameron Street Winchester, Virginia 22601 ' (701) 667-2139 FREDERICK COUNTY, STRAW di... i ► L N DETAIL 1 G,,wdroll ku olgns shown an plans are approalmole only and Can be odfusled an 1f and during co isiruclas duet led by she Engineer. For details at Posts OAd Backouts see sheet no. 501.04. - r For debris of Ro,l Element, Rod Splice Joint, W Beam Back-up plate, and assOCIOled hardware see sheet nos 501,01-and 5OL02. The Maamum Dynomic Deflecl,on for S1d.GR-2 is 4 fM1Z`� GR-2A deflection is less than 4 feet since no Iasi dald is ovoilade. Rail Elemeres we turn,shed shot, cu,"d far rodo between 5 El end (50 Ft - _ I TerminalPosty8' bob Anchor Prole 12 Ir Second Tanesof Post Fora<wds see 4i e wetlW4 I _ ' -- :-1". b" bat - I a- --_-- !° .� " 1LVQT I 27- 18' •I A Assemdy Ground Fa delves se. r.a 1d L [NAIL 8 DIa moc ire Dols SgWaer Pai Plate • Sabrkzer win Cfa washer an PMe front facet trip) 8 Foundation Post -- Tighten cable to soul Nnsion „ . ELEVATION TERMINAL POST ASSEMBLY --6'---{ } R 17 Ua. hole 1—� I J'No hole TAPERED WASHER BEARING- PLATE Regency Lakes Estates Section I'D" Standard Details !r2 lJia Aae 11 'li•'1 FLAT PLATE WASHER scale NONE sheet 14 of 15 e a VIRGINIA DE'rAWL 3 �- r EC-!SDR 35 Spigot DETAIL I DETAIL 2 �- ,.� ' � 1 tDI - I Steps a• to De provided SDR 35 Spigot �z.� e .__ 1 L T F E 1 V CL'. D O!- IA -LET NOTES by Gasketedby Factory Fabricated SDR 21 Gasketed B B '��Y, t'�'� when H Is 4'-0"or greater 4'_2" o SDR 21 Gasketed -T - T rt For details see St'd ST-1 "� Bell 45 Bend Bell by SCH 40 Solvent Weld Bell 1 DR 0 7 !'. C T IO:� 2'-7"--- Bell Adapter Test Tee (with Recessed S uare- a /3.O%l i ir- 3"Da weep ho+e Maxlfhom depth (H) TO be 00 FO• gfeotef 0OP'^ use q - ` l sro ward a IA I Head Plug ) _ _ - v. _ (� 1 ii _ I, _ _ _ _ A _+- �l _...� -1 2 x a• WOOD FRAME p Cdlaf o _ 'ne !•S C tit SAGC•e: *-'r--- V --�---j- , - ,1� I �- a ��,, L �rJP ir1ET ' --- _ - _ I a ' ' _ s .r.� r t A "• t 4 2' men .I I T— wner� spec- e� air :+c•� hen rn ` ,� W NfTM GAATG r it oc coraor-e r" �,anocr tee:^ f r >. E,��'y., { I �- c 'S '•e cost o D - - 3 30 D ; 3D • �1 (�� ; 3:`' iv In m Q 4 OeDln Agar r m _ _ N urnishl and lac, I r p al G'e' J S nl t, z - a! a C 1 fhe r ^9 "C i I - i H 68 7 8 0. e- _w N f A < AI sa c tx included � ,t C rite �ce _ d r 1 l i 1` p"r9 b r+e d M x 8 6' wrOm _ i` n tcomplete - I k _ 2' N -1 a I I 2" S' !9 2 1 fv I' x1rA JI t ' I. h ' "�. -_ ••. 1 1 i i : i i . YI'i 'i'i is i� ' ' ` .: i i iilaili irl I 1 liiiii P 21 l/ irl 1 1 � t,f li'i'i; l; i'i 1• 1-i•1i{' 1 `�.- � ' N N iv 1n This teem may De Grecos' v� � Cs' Cloce ••:IEti tr�'� �\ _•/° I ,µ-�--�. I 1 i11 :iiti:'i ;it.•' Q t t Ail cos• r, pWce - , •e'e ^ re _ Jss : � ire, � ^) s — , {,^� 1_i - ----- See Srite' 3 -t t ! 1==' �' _ j P• �_ The 'W firmer s r 15+ a' use r e SDR 21 Gasketed I ' H-� 3' MiN j1 C, cr, -ne plans . _P t .,sorter c e .er 'r Pipe &Fittings SCH 40 •f •'' SDR 35 8"x 4" -✓ �- SECTION A -A to! ape •o me k e sr c , e ^ mt s . Solvent -- ore upprox more es x se: Gasketed Bell Wye 18" Length Weld Cap 91 2,- 7 93 n„u al •,r�s.. s " ; r of SCH 40 Pipe H ' i > I I I I r• 4'-2"-- fruit field . ":.t _ - q GAT.IR 1 r r. r r r/. .x even n! river of rx a .1t ,e rr H JiC 6 aT M��n. j E CE•S PLAN e 4 a 8 Smooth Dowels LO approx 12 '�u, -Ia a z cConcNaPeET 440CAuly al ClES one eFe R MIN DEPTMitx d wren cernefn ma•a roDEPTH v�__�S*(Grose Plastic o to Obutt concrete to event mt Dtye u�'ht m cem e. me Wert �c�snucq\/ C-C to De Dloced m on oreoa odjxent +veep ^o'e snit 12 x 12' east c t wire, on �Depth cloth :/a" mesh or galvora:e0 steel wire, Settlement IS core ape- 1526 CuYds Concete a pmdnq of ware. r me s'•uc•uR tly cost faPER PECTIVE V I 1✓ W c� pipe - 1620 Yds Corcrete •wf+rww sihoD•w %to, be ncs4ea r me pme t>d to, _� ;mrnxnum wire Oro 0 OS �ncn, number 4 h Ileu a dowNs a Z'x4'notch mo be16"rGeotextile - most, ha dveare Uotn anchor firms to 24"cone pipe - 1.817 Cu Yds Concrete 1 8 ^ rrx srr uCllle T es Y provided Ste Storxdord T-DI-3, 4 Geotextiie ' S outside of structure Add 0 469 Cu Yds per additional toot of a Fabric alternate design SECTION A -A Fabric g' �F pn�i• SE^lei Jr-•". -'r' �>-� SECTION A -A . C-ePesw" tear �, •es :roar" PIF sm-.0..s i SECTION STEEL- -i TI SECTION CAST IRON ° Dtamwa •or i- n :roe -a. 'Fi 9-00 a _+ 7-1: na ' e P•r —2' 6" ----� _M NOTES MAKE -21 x2i�xt -2' 7" N -NO71S 0 4 long- "`-f 31f Lugs to tx I —� cost wrth collar 36" Min For muttipe line installations 0trwereion _ s -d grown 'M yynee-•air• a.n+fe -•a :nom.w % ' �! •reide0 I 7 werncwl v / fin+ �l r zmmm Cover On any Secordory Roads .netofla-ion "edu,r•mg e+ ofw ::ir r ij sarrof .n�•e n: i ABRIi - i /� �, r endwal'' or erdsec'�or is specified an Mona-Corot,,aCrAw a ft h wee.:Cryorlce of i Any alternate Te' ads - �nctar0yc, C C meeting rna oppro.ol o e Enq�nee•, Afr1 �— - Deuri1 2 shown atova _ T ` O 0 p °o may be suost tuteo for me cos+ ror _ wqs as shown Hereon Opr,ornot I ♦, II oi•. ^: .:.•:::!iitlitl �---- D---�-F�- —we— D Qt I, N I a:ir Weld 43.6lbs 66.3 1bs Brace Ribs i i oil connector / IncludingInClud , . OD * I c con°. ._1 connectors lugs -r ??Il ' a �OO ;ndw a l Ya V STEEL pr CAST i;i71 n• winphd, iii;ir O W iieii' Iiu : •:: QQ� GeosexlNe Febnc -o tie •nSfall•d erosiar :O•n'o1 save r :_-re t �� •'i ••.H:;•,,,., i ..;i (/ i d Sholof :. ��" Lai : Treated 2"x with the soec�ticdtlons �.,, ,- I IRON #"xl#x4" lugs I�+�{ � I,� � 2 •r' :;':;::•: " a � � ELEVATION OF STAKI, AND xxa' Sruectors 4 Top 6" Painted Green ORIENTATION �. 1 _ :Or1rleC tare - I. Dry Rip Rapp +"" °E�• FABRIC AIL aPop •• Geotext ie `- 9I1z �i \ i Fabric Ctass { �D �4" Pipe at 2.00 ' Class � 3' - � ' 'L #SECTION C-C Minimum Grade I I i -�- ALL FITTINGS UP TO THE FACTORY FABRICATED TEST TEE SECTION B-B SPECIFIC APPLICATION T_ 2 -i W. APPROXIMATE WEIGHT ARE TO BE GASKETED BELL SECTION B-B DIMENSIONS FOR THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE CAST IRON ONLY cost for THE TEST TEE IS TO BE MADE FROM TWO SEPARATE INLET DRAINS A RELATIVELY FIAT' AREA (SLOPE NO GREATF,R Grate 363 : 18 os FITTINGS SOLVENT WELDED TOGETHER IT WILL HAVE use Typical Section shown on plans or normal side slope, bottom width, and depth THAN �') WHERE. THE: INLF:T FHE:F:T OR OVERLAND FLOWS (NOT A SDR 21 GASKETED BELL BY SPIGOT ADAPTOR JOINED of channel, ditch or natural ground. E:!iCF:F:DING 1 C F 1 ARF 'fl'F'I(:Al. THE METHOD 5HAL1. NGT r'i h;`•11° TO A SCH 40 SOLVENT WELD BELL BY BELL TEST TEE AP `L) TO INLETS RECF,IVING CONCENTRATED FLOWF _.!_'CH AS DETAILS OF COLLAR AND GRATE THE UNION OF THE ADAPTOR AND TEE IS TO BE I 1N FTRFFT OR HIGHWAY MFDIAN�' PERFORMED AT THE FACTORY THE TEST TEE, NIPPLE, AND CAP ARE To BE SOLVENT STONE FOR EROSION CONTROL CONCRETE AR PAD'' SQ x USE WELDED TOGETHER AS A UNIT BEFORE INSTALLATION _ — (3•� 8) IN ALL AREAS NOT IN PAVEMENT -- -.- ---- TRENCH __— AMENDMENT NO 1 JUNE 90 STONE CONSTRUCTION ENTRANC - T . �� `' �� dV SANITARY SEWER LATERAL DETAIL (3.02) SILT FE_�' C E CI�LTjERT INLET Transition to Carefully Compacted Select Meter Setting E of Pavement l : .1 70' MIN. EXISTING PROTECTION j g SCREW TYPE BARE WIRE WRAPPED t'' 0 D, Backfill PAVEMENT I (3•07) as Required.] ADJUSTABLE VALVE AROUND VALVE BOX 8„ A 3 w-51 1- 1 "x 3/4" Wye f •'�'�'�'�'�' Box �,�• t i• ; ::: Et.DWALL 36" MIN , FILTER CLOTH_-,6- MIN A MOUNTABLE ]TERN 3/4" Type K I 10 GAUGE INSULATED 24 (DP 7IONAL) 1 " Type K Copper COPPER WIRE J're,r ".�•.`',-,•, `.'. Copper SIDE ELEVATION ------------------------------- G,l o D - VALVE STRAPPED —� (3/4" Type K Copper for TO MAW `i t ./� 4" lJ i EXISTING GROUND R. �? ? Single Meter Installation) ALL THREAD ROD . I •"r:r�r�r•r •r•r•r•r•. {.t•r.t.• t.s.t.t �, TOE OF '3L' CULVERT r. r %.r r•r \ 70' MIN. I �.{.N.ti. .t°i. - -- - 1 WTR. MAIN {{{{�{t °~°'�{{{{{!� 6 6 1p' MIN. r l .t•ti.� �.•.. t.t wASHRACK , - +%r• .�f•f• STONE AGGREGATE (OPTIONAL) '` t r•r• r•r•r� I I •t.t•t•t•t t°t•t•{•{r:{:�.�:{:ti: .{•t.t.•, t. • .L h•t• .t, t•t 7yA •:r:}cr.?:f}r•.•.:f:f:r:lif•f:rir:r:r.r:l...• r.r.r.r.r.r.r.rti{ r.r.r.r{{`{{:{:ti {f:?{{ti:{:t.t.{.{:�:{{ti • . 7N. ! t•t•t•t• t•t•t•t•t•t•t•t•t•t•t•t•t•t•t•t•t t••,it•t°t•t•t•t•t+t•t• {•t•t•t• CLASS -B l2' MIN.° ton- EXISTINGor. T y-p i c a l Dual Meter I n s t a l l a t i r•r. r r• r•r•r•r•r•r• r•r.r•r•r•r•r•r..r r•r.r.r•r•r•r•r•r.r.r•r•,•.r. r. .r•r.r• •r•r•r•r.r.•.r• •rr•r• PAVEMENT t �� Not to Scale 36" MAX -- - - --- - - - - ---- --- (Plan Yip) TRENCH 8� BEDDING DETAIL -------- - STONE BEDDING J AND BACKFILL 1'-6" -TOP OF MANHOLE AT GRADE IN PAVEMENT AREAS VDOT 61 I ~� POSITIVE DRAINAGE l0' MIN. SQUARE SKID, PAD 6"THK:K UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET COURSE AGGREGATE B TO SEDIMENT I TRAPPING DEVICE }__ TOE OF FILL 18" MIN ABOVE GRADE IN EASEMENT AREAS. ° •A• A GATE VALVE DETAIL ��.��•��' MUST EXTEND FULL WOTH I 6 r W - 4 . CONTRACTOR TO GROUT MANHOLE OF INGRESS AND EGRESS •D• * * _� _ MIN OPERATION PLAN VIEW I SLT FENCE --- -� 6' MIN. 6' MIN.-+{ - - 1 1 ' = r COVER iN PLACE. DISTANCE IS 6' MINIWUM IF FLOW IS TOWARD E)AEIAW MENT METER BOX HARDWARE i- 4 BOLTS (3/4" DIA.) ` .4 �--- - -----� j----'- �- FLOW .A. .A. D PIPING METER SIZE YOKE % DIA IN *1 METER BOX COVER -ERV ICE 2 ° • ADJUSTMENT RINGS (11"MAX.) Y MIN METER BOX :L:'.='....'. DIA.-IN 3• MIN _. .._ + - - _.. _ 1 5 GPM FORD n NON -TRAFFIC FORD C32 ►' 1 Y502 TRAFFIC 32 MA SET ECCENTRIC CONE A° A° �' •' 4 8" X a ' S FILTER CLOTH /1 1 5 GPM D C *2 181 FOR I 0 COVER IS DIRECTLY FORD FORD NO 30 MONITOR SECTION A— A 2 4 i n.h ' OPPOS ITE THE DOWN- Y504 COVER W/ RML-12 TOP LID e REAM SEW ' • STREAM ER • - - s'_r -- --- 1 FORD FORD NO 30 MONITOR *2 _- " FORM BOARD (Typ) i 1 25 GPM Y504 24 i n. COVER W/ RML-1 2 TOP LID -0 yc:>... - I CONCRETE AS TM C-150 2 OR 1 i BACKFILL (Typ.) 1 " 40 GPM FORD 24 in. FORD NO. 30 MONITOR *2 4000 PSI . 1 " 6"(typ) e !' CROSS WITH PLUG DEAD END TEE Y504 COVER W/ RML-12 TOP LID — i 12 �r"* 1 IN NONTRAFFIC AREAS - 1 /2" THICK POLYETHELENE PLASTIC 'e • PIONEER 301 I. = MASTIC APPLIED •. IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS ,. GRADE BETWEEN JOINTS TRENCH -_ 6' MIN *2 IN TRAFFIC AREAS - 3/4" x 30" x 30" STEEL PLATE WITH 22" DIA. CENTERED �' AND ON EXTERIOR _ +K 40 •� �'` �{ w 6' MIN. REINropcFO CONCRETE DRAIN SPACE _ !. • _ I -MACHINE EXCAVATION LIMIT OPENING AND TAR COATED BOTH SIDES 15 TO BE PLACED BETWEEN JOINTS ARE TO BE SEALED SIDE OF JOINT. SECTION B—B Ali ' • LID & REINFORCED CONCRETE BOX WITH 0 RING GASKET ..�•.. j - - - TREATED 2" X 4" WITH TOP NOTE :1 In lieu of wood forming the •A• -D- 6" PAINTED BLUE VARIABLE s CONSTRUCTION OF A SILT I 'f ',NCE ' 2•. ` Trench ( fitting may be wrapped with - 4'0" PPE TO MANHOLE Width as polyethelene, and the concrete • :.' METER COVER t poured to completsty surround f (WITHOUT WIRE SUPPORT') '• Required :-'' .�..:: .e. .............. NOR IA. SET 2" ABOVE T I SET THE STAKES (3.05) 2. EXCAVATE A 4"X 4' TRENCH the fitting and against undisturbed VARIES AS REQUIRED ' ' (TO FIN. GRADE PR 1 g ' e CONVECTION TO BE f .' soil. The bearing dimensions SODDINGUPSLOPE ALONG THE IJNF, OF' ,�- '.• .-:,•I BYFLEXBLE SLEEVE I INVERT CHANNEL TO PROVIDE A 6" min. against undisturbed soil shall �::>.::s:';:' ::<. 111 STAKES 4::: c;hs PLAN °C° remain identical as shown fi;;:;<;: ::. \ SMOOTH TRANSITION IN TO OUT 5'MAx. TRENCH BOTTOM - _ .r ti FOR ALL CONNECTIONS 4'-0" MAX. er 18"-21 " '?--------- , 3'-0"MIN. UNDISTURBED EARTH 3" STONE BEDDING METER BOX denotes Hand Excavation 2'0" MAX METER BY F.0 S.A. '�•� 12' min for 10' Smaller Pipe { % 30" DEEP GROUT BOTTOM OF MANHOLE TOP OF BENCH- / SURROUNDING BOX :t•=' ' ..:.'.: . TYPICAL SECTION "D" " 18" min for 12' to 18' PipeCORPORATION STOP •? TO FORM CHANNEL '-• • s . SEE W 3 for A, B, C, DIMENSIONS { s• . �''?:c-� D/2 1t:1�1;`:. ;�T:' a WALL SAME ELEV. 36" MIN. ANGLE CHECK VALVE a . . AS TOP OF PIPE o s WITH DRAIN VALVE ° • • e d. It 11 1/4 THRU 90 BENDS • ' _ — FCSA APPROVED Direction of Setting to be approved prior to Installation 45° 8" MIN •• LE YOKE { • _ FLOW ! HYDRANT VALVE { CRIMPED 6" BEDDING OF a ' - ' • - - 8" VARIES AS REQ'D .A. .A. _ 6' e 6 # GRADE 6' MIN •68 STONE e ' - II �'t't"'�' ' 4.. MIN. •r•r•r• ?•r•r•r r.r•r•r•r r•r- t•t•t• MIN. {{ ti {{{{{{{{{:{?{ r .r. •.r.r.r.r.f.r.r.r. .r.r.r.r. . WATER MAIN r r r.r•r " 36" MAX.. trench T TYPE "K" COPPER TUBING CONTINUOUS 3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT I ^::•:,: ryidih NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. TO STARS AND EXTEND THE EXCAVATED SOIL WITHOUT JOINTS FROM MAIN TO METER " Conorete Pad IT INTO THE TRENCH 1'-6" sq. x 6" D' T— 6" STONE BEDDING 2. Concrete adjustment rings must be used if adjustment elevation exceeds two Inc es 2" men. - 6" max. ` They shall have an exterior coating of bitumastic water proofing. NOTE: EXACT LOCATION OF METER BOX ASSEMBLY 3. Non -Shrink grout with shims may be used for final slope adjustment. {- -- }� 4 TO BE APPROVED PRIOR TO INSTALLATION 4. Skid pad to be placed around manholes located in shoulders of roads. j BARE WIRE WRAPPED----__. I� -. 5. Flat top casting shall be used on shallow manhole (6 ft or less) installations. AROUND VALVE Box METER SETTING PARTS STANDARD PRE -CAST MANHOLE DETAIL IIII � � II I 10 GAUGE INSULATED , 36 min. COPPER WIRE--- - �... _� L NE YOKE 3. I ANGLE ANGLE CHECK EXP ANS ION SCREW TYPE I 1 1 .:'1 SIZE YOKE VALVE VALVE WHEEL C� FLOW / 1� 7 cu. ft min. *5 Stone ADJUSTABLE VALVE BOX -�-- 3/4" Y502 AV94-323W HHA94-323D EC-23 LATERAL Spaced as shown Undisturbed EC-4 III =III 1 " Y504 AV94-444W HHA91 4-4 --_ Earth WITH C84-44 SHEET FLOW INSTALLATION Hydrant Tee PLAN SECTION (PERSPECTIVE VIEW) \ ,. REDUCER , � •. `� PIPE PL.tIGs, wrEs, a 1 1 1 /4° Z2 1 /2° 45° 90' po, description b;� cr;.d. i 4' '� •' • °� TEES 3/4' & 1' WATER CONNECTION DETAIL REVISIONs FLOW I • •• ! A B C A B C A 8 C A B C A B C ANNG NO a' i� K \ 6 " M.J. Gate Valve strapped 6" V-O" 0'-9" V-3" 0'-6" 0'-6" 0'-6" 0'-9" 0'-9" 0'-9" 1'-0" 0' 3 0' 9" 1 9" Regency A ,4' .9" ,'-3" 1LakesEstates - -- / _ tathe Main 8" 1- • 0 0`91" Gilbert W. Clifford and associates, Inc. >> "402ary, 1 0'-9" 0'-9" 0'-9" 0'-9" 0'-9" 1'-0" 0'-9 1 -3" 1'-6" 0-9- 2'-3° Section D February, 1995 . _ Form Board as Req'd / Note: All thread rod to be stainless 10" 1'-6" 0'-9" 2'-3- 0'-9" 0'-9" 0'-9" 1'-0" 0'-9" 1'-3" 1'-3" 0'-9" 1'-9" 1'-9" 0'-9" 2'-6" steel or tar coated 'HE r- IIIIPROFILE 1'-9" t'-0" z'-6" 0'-9" 0'-9" 0'-9" t'-3" t'-o" 1'-6" t'-s° 1'-0" 2'-0" 2'-0" 1'-0" 3'-0" Engineers Land Planners Surveyors Standard Details 14" 2 _0• 1' 0" 3' 0" 1'-0" 1' 0' 1' 0" 1' 3" 1' 0" 1'-6" 1' 9" 1'-0" 2'-6° 2'-6" " 4' 0" 1�O CJlde Greenwich Dr, 5 DRAINAGEWAY INSTALLATION POINTS A SHOULD BE HIGHER THAN POINT B . 2OO "forth Cameron S-t f FIRE HYDRANT ASSEMBLY DETAIL 161, 2'-3" 1'-0' T-G" 1 -o" V-0" V-o" V-6" V-0" 2'-0' 2'-21-0,,1'-0" 3'-0' 2'-9" 4' 1'-0" -6" F redertcksburg, Virginia 22401 1A inc-hester, Virginia 22601 (FRONT ELEVATION) 181, Z'-6" V-3" 3'-9" V-3" V-3" V-3" 1'-6" 1,'-3" V-9- 2'-3" V-3" 3 -3" 3'-0" 1 -3" 4'-9" (703) 898--2115 (7C3> 66:'-213 " ' OF_- , 5 General Notes: 1. The contractor shall furnish all materials, labor and equipment and perform oil work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specificotions of The Virginia Department of Transportation, rirginia Dept. of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care 07 this work so as to ovoid damage to any utilities. Any damage shall be the contractor's responsibility. the Contractor shall notify all utility companies 72 hours prior to construction. Col/ ;bliss Utility" 1-800-257-7717. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be field verified by each contractor prior to beginning the work. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and, or the Owner. 5. Al/ grading for improvements to be confined to the project area. Any work performed offs/te is the Contractor's responsibility. 6. Contractor to obtain, at his expense, o/l permits required of this work and shall faithfully adhere to the permit conditions imposed. 7. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by the Vrginic Department of Transportation. 8. All :fill, base and subsurface moteriol shall be compacted to 95X of theoretical mor, ?um density as determined by AASHO—r 99 method A, within plus or minus 2X of optimum moisture for the fuli -Odth of any dedicated right—of—way. Compaction in other areas to be 9OX Independent compaction test results may be requ/red for verification at direction of VDOT Inspector. 9. Access for emergency vehicles must be maintained at oil times. Temporary street signs must be posted as construction begins. Access to fire hydrants is not to be impeded at anytime by construction materials parked cars, etc. cars etc.. 10. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at center!/ne of utilit ,v structure or rood, and offset hub elevation. 11. VDOT approval of this Site Plan expires 3 years from dote of approval. 12. It is the contractor's responsibility to meet compliance requirements with SEC. 59.1-406, ET SEQ. of the Code of r1r9inio (Overhead nigh Voltage Lines Safety Act) 13. Temporary and permanent erosion control structures and methods to be /n accordance with the frginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period 14. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period /n which areas are denuded- Areas shown to be surfaced are to hove stone base Installed at the earliest possible dote after establishing grade. No area is to remain denuded for more than 30 calendar days when construction is not /n progress. 15. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertil/zed, seeded, compacted and mulched. Seedbed to be watered and cored for as necessary to provide a good /own quality gross cover. Areos not graded shall be disced, leveled and seeded to achieve /own conditions. 16. Water and sewer lines ore to be constructed in accordance with these plans and specification and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the County as necessary. 77. Contractor to clean—up and restore disturbed areas immediately upon completion of poe—laying in the affected area. 18. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the inspector may require /n this effort. 19. Vegetation Plan: All gross areas to be seeded with a mixture of karion Kentucky B/uegross at a rate of 2-3 lbs per 1,000 sf and Anuual Rye at a rate of 1 /b per 1,000 sf. Newly seeded areas shall be mulched at a rote of 70-120 lbs. per 1,000 sf. Adequate watering and fertilization are required to aid the emergence of new grass. 20. Temporary termination of sewer line shall be plugged with a wotert/ght plug. The end of the lateral shall be marked with a treated 2x4 post extending from the plug to eighteen (18) inches above the ground. The top six (6) inches of the post shall be pointed green. 21. New connections to existing sanitary sewer manholes will be mode by core drilling the manhole. 22. The Sanitation Authority maintenance dept is responsible for the installation of water meters. Before a permanent meter is set, they require 1) the frame and cover to be properly aligned with its meter box and yoke bar, 2)the frame and cover to be set to the final grade of the lot, 3)the distance between the top of the cover and yoke bar be between 18 and 21 inches, and 4) al/ components be between 18 and 21 inches, and 4) a// components of the meter box ossemb/v to be in proper working order. It is Deve/oper's'� Contractors responsibility to have the meter box assembly installed correctly. 23. Burning of land clearing debris requires a permit from the fire korshai's Office. Burning of construction debris on site is prohibited. OWNER/DEVELOPER Oakwood Land Development Corp. 2225 S. Holden Road P.O. Box 77013 Greensb NC 27417-7013 I hone: (919) 85` Stonewall Mcgisteriai District Frederick County, Virginia Vicinity Maw Sca e 1"=_ 2000' S;TI? DECELOP\IENT PLAN February, 1995 Plan prepared by gilbert w. clifford & associates, inc. Engineers — Land Planners — Surveyors 200 North Cameron St. Winchester, Virginia 22601 (703) 667-2139 150—C 01de Greenwich Dr. Fredericksburg, Virginia 22401 (703) 898-2115 Sheet Index 1 Cover Sheet 2 Key Map 3 Site Utilities Plan 4 j Site Grading Plan 5 Site Grading Plan I S Site Grading Plan j 7 l Site Stakeout Plan 8 Road & Utility Profiles 9 Road. & Utility Profiles j 10 Storm Sewer Profiles 11 Erosion Control Plan 12 Regency Lakes Drive Plan & Profile 13 1 Regency Lakes Drive Plan & Profile 14 Standard Details 15 Standard Details Sheet Number 4024 O 2 7/17/95' Kev�5ed per County 5+24T cornmerl`, TWF" r_,� 1 6;'7; 95 Revised per VDOT Comments dated June 5,1995 TWP CEM 200 \ \ ADJOINING OWNER INFORMATION NAME Tax # Zon1L1g �ag / �� Top of Virginia Development 54-((A))-88/90 RP Vacant 40 R/W to be Dedicated to Frederick / /� ,� Elizabeth Bles Hughes, trustee 54-((A))-99B B-2 Vacant County for a new major COII@CtOr`. Development Co. of America 54- A) -991`/G B-2 Vacant/Comm. / \ \ �, Frances E. Huiver 54- A -101 RA Residential road should development activities / // \ \ ` S-D 54- A -102 RA Residential occur on the Caleb Heights Property. / / \ \ \ \ \ TOP OF VIRGINIA DEVELOPMENT James R. Wilkins, Jr. 54- (A))- 105 B-2 Residential Zoned: RP County School Board of Frederick 55- (A) -22 RA Vacant/Public Use: Vacant Dennis t. & Mildred B. Cole 55- (A) -26 RP Residential Regency Lake Associates 55- A --28 RA Residential / \ PIN: 54-A-88/90 Catherine V. Swart 55- A -29 RA Residential Kimberly G. Henry 55- A -31A B-2 Commercial Williams J. Meadows 55-��A))-318 B-2 Commercial Five A. Limited Partnership 5561- (A -1 B-3 Residential Chriss & Panaquoita Poulos 55B-� A -2 RP Residential Joseph C. Smith 55B- A -6 RP Residential TOP OF VIRGINIA DEVELOPMENT Roger I. Sr. &Shirley J. Fishel 556- A 7 RP Residential Zoned: RP / / �- \ \ \ �' / Steven A. Dehaven 55B- A� -83 RP Residential Use: Vacant PIN: 54-A-88 j 90 40' Future R/W Dedication by Others Development Co of America Zoned: B-2 Use: Vacant PIN:54-A-99F/G GRAPHIC SCALE 100 200 400 ( IN FEET ) 1 inch = 200 ft. / /� Future Development //' // // �. \ \ • \ / \ \ / // 60 reserve strip for new minor collector road shall be reserved for future dedication to "11-1 Frederick County should development activities 800 J IExisting Lake F 1 N 4'`e9c'a sea 11°'ts Existing Lake S �s ��Berr �' f_ Pike V e 7 Y i 45 11pa Speed 11m10 f11 s s bN - 6" O F N 0 / occur on the Caleb Heights Property. e enc He'g s e RP , \s R si n ' % ommunity Wide RecreationalArea Facilities -Community Center -Pool -Tennis Courts -Tot Lot -Baseball Diamond -Open Recreation Area REGENCY LAKES ESTATES_ _N_S PHASE SECTION AREA(ACRES) UNITS UNITS/ACRE ACRES 5 A 48 191 4.0 26.7 56% B 27 101 3.7 11.3 42% C 31 127 4.1 8.7 28% D 45 1J9 4.0 16.3 _¢5 Subtotal 151 598 4.0 63.0 41% E (Regency Heights) 52 72 1_4 27.7 537, TOTAL 203 670 3.8 90.7 44.7% REQUIRED EN DERICK COUNTY (MH1) M0BILE HOPE COMMUNITY DISTRICT REGULATIONS DIEVEi,.& ERI-RE4UIREMENT MH1 MDR'- SECIl=j_ A-D 'AS-BUILr- MAXIMUM UNITS PER ACRE 8 4.0 3.2 OPEN SPACE/COMMON AREA 15% 41% 41.7 SECTION " Do OPEN -SPACE PHASE SECTION AREA CRES) UNITS UNITSZACRE ACRES 71 D 30.13 110 3.6 7.21 23.93% =110NS A-D 'AS -BUILT' TOTALS - FEBRUARY. 10915 4P ,�PA�E PHASE SECT10�1 AREA (AQEES) 1M15 UNI �.jACRE BCHEL � A 26.5 50 1.9 18.9 71.4% B 13.2 55 4.1 4.7 35.2% C (SP 2/94-12/l/94) 21.6 78 3.6 7.3 33.7% D 30.1 110 3.6 7.2 23.9% Subtotal 91.4 293 3.2 38.1 41.7% Regency Heights 34.8 71 2.4 9.7 27.9% TOTAL 126.2 364 2.8 47.8 37.9% Regency Lakes Estates Section "D" Key Map FREDERICK COUNTY, VIRGINIA DES. CEM JOB NO 4024 _ _ _ - 2 SHEET N0. OF 15Y SHEETS DRWN twp DATE FEBRUARY, 1995 _ APP CEM SCALE 1"=200' - Gilbert W. Clifford and Associates, Inc. Engineers Land Planners Surveyors 150-C ❑kde Greenwich Dr, 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703> 667-2139 -- - ----- - REVISIONS --- -- --- ------ - no. date descriptions by ckd. 1 17 95 _ Revised -per County Staff Comments �~ _ TWP SWG 2 14 95 Revisod per County Staff Comments TWP SWG 3 /18/95 Revised per County Staff Comments TWP SWG irk SANITARY SEWER MAIN DESIGN SAN MH B RIM=671.70 mB❑L DISTANCE (LF> PIPE SIZE (IN) PIPE TYPE SLOPE S 92.54' 8 PVC 4.86% 130.30' 8 _ PVC 0,61% U-T 377,13' 8 PVC 2,31% V-U 160.43' 8 PVC 1.81% W-T 147,87' 8 PVC 2.03% A-D1 145,60' _ 8 PVC 0,50% B-A 267.53' 8 PVC 0,41% C-B 393,37' _ 8 PVC 0,41% D-C 203,50' 8 PVC 0,44% E-D 90.63' 8 PVC 2.87% F-E 87,43' 8 PVC 1,03% G-F 144.04' 8 PVC 1.32% __- H-G _ 116,06' 8 PVC 0,69% I-H 139,73' 8 PVC 0.86% _ J-I 102.52' 8 PVC 0.88% K-J 72.47' 8 PVC 0,41% L-K 211.15' 8 PVC 0.90% M-L 364.00' 8 PVC 0.93% R-J 265,43' 8 PVC 1.17% N-C 242.90' 8 PVC 0,41% ❑-N 199,89' 1 8 1 PVC 3.35% P-❑ 187,48' 8 PVC 3.09% Q-E 204.51' 8 PVC 1,76% X-G 172.53' 8 PVC Rip-Rwp aton__ra't r to protect f9i slope Edge of Lake Inv In=662,50 ; G Guardrail Required J ` rovlde Min. 7' Wide Shoulder Around Cut -De -Sac Fitt _ I Temporary Turn -around Easement (50' Radius) - SA MH A 0 BENCH M # 0-108 #128-109 #126 / 1-BO ASsenbt � Temporary Pavement to be 6' VD❑T 21-B with RI =665.86 EX MH D- Section C ) 1-1/2SM-2A Surfgce------- -110 101 I - Drive RIM=669 7 � In In=661 0 _.._._T..- 3 Regency Lakes Drrve�3 _-- ' • - � 3_ `� __-- 3=2a1�25.12� Smith �l �j� - Ex In- In=660,27 I v ❑ut=6 1,00 • / et = �a c / I _— �_ -- Ex I v ❑ut=660,07 o _ _ — h° 1 _8' Tee a� 11 I o / �_ w - (q'Dl) ✓�� -8, J s IFH,#�0�•,04 .72 v o- 2 #127-101 #1zS_, (BEGIN SECTION ' � �V h, / r 10 �--- Z ��o�'✓ ✓� r `y �Q 20' a S/ a EgSemen / #129 1D0 -- SAN, SEWER) J rr 0' "•� 1-Ex 8' BO Ex CaEx 8' GV p 'P° 3r x q a / (BEGIN SEC" IN 1 sem ' ° �v �L~.i y� 31+00 'D' WATER MAIN) w 'j&j`4 ^'p / \� �� 9 N 1 1 o ��yy,00 H / j RDc\ Ot0 oc +m ^N �. 29+LIp n -2• w' ----- •' o SAN MH N 00 wpm _--- 33 0 1-8' end e ' o <�x�\ " #1j9` Rlm=67 03_34 - -- +-� e�� i W. RIM=67 8' .''� / GPS ax°'61 pox - ow ____ _i �� a � \ G-----r"- fx. s-r�L uwE 1� _ \8. �° o�� \ 6 SAN MH q CONNECT NEW„' w. _ 1' B13TRMTION LINE r- � 4 ��'. _ _ �i #177-39 r.g.&e4q, ' ,.2 'ti G - x J s_._ __ Rtm=678 '` -- -- --- i fx rr -- G Llns to be -96 1 Inv ❑u 72,20 I - ----. so' _ \ tad b Stxn Gas Ca SAN H C 1 O1 #1 IUNWE rn Y _+0 S� -� ��- oG--#176-45 S v =6 .30 2 e )(pr 69 -- i Inv ut-6 15EX MH D 1 A (Section _ - - — #175-38 --- \ I _ RIM=67 .83 ' Inv ` S2 ea Rim-672,10 '� \ 6 n 9 Inv ❑ut=66 bjf#103,2 /p Inv ❑ut=661.65 4 � #174-46 -_-- #173-37 I+00 - i SAN MH P -Q-- I 8S AI �' xa �- - - �` . 20' Water senent - �" # v ❑ut=678.20 1-45• end _ �II 1� #172-47 = 80.05 I I / " 1' ►� I -8' 9 #1�S -- 1 not=6 3,6 iDI-1 ' z, - v&Box S S #171-36 1-45 Bend I #137-84 g m I 72M - �� ' -� i --�J - I Q/ ti I o RIM- 74. / - t10 ► v out-- o /rtv In=66$.20 NOTES: I -- --- I oIv ,00 / 1) All utility crossings of Right —of —Way shall be I #170- 48 SA I-fD I-4 RIM 7L75 / backfilled with onsite material. This fill shall #169-35 J r� Inv = 0 � laced in 4"-6" lifts and coin acted as -�� 1-8' G' &B x W #135-s3 -+ _ _ / p p per General Note #8. °� 7_ Inv-uu-=5 I 1-4 Bed 7 = +31.2s C�V' 1 15-� 1 -- J 2) All water line bends to be restrained with Megalugs. I — ��Z 3 Strflo T .� / ype DI- #168-49 1 / Top�72. / #167-34 I g2 0 \ / #120^91 In 69.8 I #110_68 QD J is N MH G / °�+ o+ �/ #11),'7 n 0 A 4 I #166-50 RI 23 _ --- IInv In= - 0 =67 I #112- i CL #165-33 - I Inv 71, 5 / 6+0o nv In= 68. ) 7 Inv ❑ - 68.0 / � J — I ---- ------ ,� �13 � a<� as •� �Ilg\ / #113,) `` 401 #164-51 -; ---.-- �.- Q_ t r- asement 4 Grass Shoulder 20 - 4' Shoulder Buffo Wa--- SA MH / t I Pavement I 80' uture Areal #163-32 Rlrn 67 /�� TT SDI- 1 •� #114- I l------- 0 ----- 10 - I I Z-T Inv In= 2.40 / G) v In G ✓� 66 , -� Right— f—Way 172.20/ tie nv 2. N co I / Ar- \ #11S\8 Valley Dram Required III #162-52 I / C w N H Prime & Double Seat Surface J � I 8' 21B Aggregate Base #161-31 j,t / trs1P -a69.30 Typical Asph It Drive aye Peri e RI = 81.38 / Tylye EW-1 �� Inv Out 69. 0 6S BOUn a nv n= 4 r 660 .�1 LJ Are — ,70 _ L�� 7 GAS L ►� IT \ \/ 1 #117- 9 #160-53 -- -- - — -- - 3�1 #159-30 SR AN 6MH I PRC�. r PLA PCA -- e F 1-4 Be --� Inv =673. 0 ral ge (t p) -� � 1`, S MH U �-- =683.93 Q I in Inv ut=6 ,6 r\ F #00 US11 I �In=678.10 in tN ^ In �� - 9-10 ❑ut=677in 0 -54 1 i o CO l0 RJ It t ej #15 ip"-.67�87 .T 67 .10 14 � chi � �k � co �TYPICAL PRIVATE ROAD SECTION Z Inv outdo + T 660.50 Type? I-1 ,. #1�'1-11 y� 4• Not to Scale �1nInv i7 4a I v o 7 7o Top-6 J 20' ww er Ea men PROP. S o w LA7_ 0 / x N IS41N MH K 0 0_ H I l� R► --- — — - N M Ul Inv 7 0 A / - RIM=687 Inv ut 75, _ SAN Mk L A M M nv ❑ =6 / IM 68 ,31 Type I-1 2 San. S e Ea ment = .01 8 5 m Ln I v In 677.5 Inv - nv ❑u 8 .90CU I S I v ❑u =677 30 Inv a R.1 r, to \ \ �01 W 1E 4rLl1 BQr-22.5'Ben0-1 N in M j L 'I N \ _ U 4V Ex B' GV�f Regency Lakes" Estates EX BO tssyf pipe Section D Ex 8' Pug (BEGIN CTIO� D' WATR MAIN) site Utilities Plan -- -- — - -- — - --� To, �P2'PLA Lo � 0 p 20' Water Easement to be provided 0)for Possibte Future 'Water ConnectionFREDERICK COUNTY, VIRGINIA E E L_ GAS LINE ESN'T O� � m LEGEND DES. _CEM _- _ JOB NO 4024 -- DRWN twp _ DATE FEBRUARY, 1995 SHEET N0. _ 3 54*33 26" WF x -- x rNj x — x x x — x - ----- x - ----- — x x __ x _—_- APP CEM SCALE 1 "=60' OF _ SHEETS Proposed Culvert w/D.I. Gilbert W. Clifford and Associates, Inc. —+ Proposed Sanitary Sewer Line w/Manhole GRAPHIC SCALE Engineers Land Planners Surveyors Proposed Fire Hydrant Existing Fire Hydrant 150-C ❑lDr. Greenwich Dr. 200 North Cameron St, so 0 30 60 120 240 Fredericksburg, Virginia 22401 Winchester, Virginia 22601 x ---- Proposed Gate Valve (703) 898-2115 (703) 667-2139 Existing Gate Valve -------- -- ---- ----RE ----- REVISIONS -- I roposed Water Main Proposed Sewer Lateral no. date _ description by ckd. ( IN FEET } ---$ Prop. Dual Water Lateral with Meters 1 6/12/95 Revised per vDOT & FCSA Comments — TWP CEM 1 inch = 60 ft. 0 Prop, Single Water Lateral with Meter 2 7/18/9 Revised r County Staff Comments — TWP CEM s_ _ o Existing Sanitary Sewer Line w/MH 3 171z P_eV, PVIZ QT L-Aari11146 g AFf Cr'*,440 KT' T Z-79S- --V Existing Water Main - -_ i i • �� MEN rim FWA 1 lyi' T ¢'672.5 f�1 T H LINE (SEE�Hi�T 4) nv In= — ° Inv = 69.8 411 Q, ' Pna 68 C- A _ 680 -67f- v In= 68, nv ❑ = 68,0 `4 17 / 66 a U)nj H E / RI - ,18 S N MH J 12 ' In 1 6 `--- R I CD - 81, 38 e w -1 c� -- nw,_ co Top=676,60 nv Out- 69�10, > ��-, - Inv In- _ � �L GAS LNE T \� F 41 L 71 i ps 6 .40 2� K 7 ,40 ---- # 16 - 5 3 --Pop, - �fl H I - _ \ 0 ~ R I I''1 6 PROP. 2' P L A /l ` --_ � S H lJ - ---- Inv ' =673, 0 — j i --83,93 Culvert 9 In Inv ut-673,60 N i� ,\ P #119, I/I'h=IS7 e� - Ln Ln °� o cv i \ +,3 l Q ❑ t - 7 10 d- ter- 1' I Tovv 67 .10 - --ull `t .60 6ut�676,50 — Str#7 vP -1--� - - ToP=6 2,73 GO CO _ • T 1 7an 6 4 8u w/in — — 12+00 4 11+0 0 � E o` y — 10+00 9+00 8+ F H �-- 7 i S r#14 T pie DI-1 T p=680.5D ---- 21tn= 675. 0 I v ❑ut= 7 ,70 AIM11h -'N--- N M • 68 Owl 84 / 68 - -- a Rim=687, st 6 nv ❑ =6 1 I • m � I i 31 I TyfDe I 1 5 op=6 3.0 IC'r1=68 \ � �-- I v Ind Inv In - nv ❑u -68 ,90 I v ❑ u t= 6 7 7 Inv oust=6 0,50 �S _ 1 • • Lf� \ 20' W °1-22,5°Bend Ec' co "'D CD 4t � �-, - -- _ Ex 8 Gv Ex 2 Jts of Pipe �E - - Ex 8' SER (BEGINCTI❑\ 'D� WMA N) +' 20, er E ent t pro 2' - _- b b Ln (D b b b b b b b b b b b b 0 L N b for l F e c C b b b b b i ti e tat'0 o e r Regency Lakes Estates Section "1)" 4 54033 26 W 186-2 -F 8 — \ � Site Grading Plan �- r � � WHITE PINE OR COMPARABLE FREDERICK COUNTY, VIRGINIA ,- -- ` � / ' \ , U Mill, 4 HEIGHT (TWO ROWS) ES. CEM JOB NO 4024-- --- --- SHEET NO. -- 5 DRWN twp DATE FEBRUARY, 1995 OF _ 15 SHEETS APP CEM SCALE 1"=30' Gilbert W. Clifford and Associates, Inc. Engineers Land Planners Surveyors 150-C Mole Greenwich Dr. 200 North Cameron St. \ GRAPHIC SCALE Fredericksburg, Virginia 22401 Winchester, Virginia 22601 Denotes E C S A Number (703) 898-2115 (703) 667-2139 so o 15 ao so 120 REVISIONS Denotes Street Address Number no. date description _ by ckd. --- - ----- 1 6/12/95 Revisions per VDOT 6 FCSA Comments TWP CEM ( IN FEET ) 2 7/18/95 Revisions per Planning Stwff Comments TWP CEM # 13 0 - 6 3 1 inch = 30 ft 3 vee FLAt4MILYI SEAFF GamMEl►r-, 1 Z7/-7st; GEM j V, 41, L', IL I I It I L, p,--M mill....J, ..1 i t J , JIJ. ..el.� l 1 ' m" �• f - I Ir x �' i �• • %� /� 1 1- �1 Co Cb Lf) ',\D j -4 �� -f y < \njI II y '4' 4- ) (Y I / _ L O� X , I 0 6 0 �3 l _ _ (41 CD Cl) CD -- _ • v_ I 1 °tr r', J rY ' I 1:0 �� (Y) (71 a� _. ilk CIqI 1 1,�) CY� �(y - .o l -H- L 1. , C— C f ; l r J 0 c. I now / I 1 l �"'-. Y ,.,•: ...1 i �. ! r F 4� ...,... ti '4_..� ... 4 �� I V .►J �� __.\`\ > ..� -'lif V( r y .i , `¢- _ __ _ - - 1 ( '"^" ; ^--"-.- wMM".""" i Y lM\.✓'1 ,..� i Ctn.,j �l"\7 L e^f1 .1 �.' 4tfi✓'' / "�^1\) ��ni�.r' '\� 1) '`-'�^ ``../� L- �� ^'T� t/ lj l Q ('� e0 •s j .�' .. �-� ,, _,' -. .. .,�.�.,-`r.• `. .'ti7 '1 �% t� � `•� ( T�� •% ""..-� ` A A � � ': i� '1 ��--- f _..I-- -_ J�,.� ••�. L C ii `"'� �) -"%' V ( `L f � C / �j �__ (' t __ .J� �"�`�)� i / � ��!• r y Cv�� .�''r1�.'+�.,'dA. � � ` 'l"'tn .L CD n, 1 9� tin —�— <'n t� Y I � q , , 1 � v _ 1 I v\. s Lj 214 5-1 -- rr 36 0 1 39W /z Cv �,...... t i z _ I W r L-F1Nps r)F'C-D PLRIf1F-I F P I DUNL)Y R!-- A / r o__ I I ISj�JG E-XI>ITIJr✓EGE I A IUN (al;l !.JF'Pi_EMEN 1 E i) % y I �/I yri ENERCiRELI`J SE RIJ13:'' cp -`J/BITE PINE [1R �( r-JIMPARA13LE / y (,lIgJ, 4HEIGH v 1 y ! I \ � 1 U 1 1 ,l Regency 1,fl kes Estates 1 Secti in D" Site Gar t, .ing Flax F-REUERICK COUNTY VIRGINIA M DES. CE.M JOB NO 4024 SNEE'r NO, _ DRWN twp _DATE FERRUARY, 1995 APP CEM SCALE 1 "=30' — oF �_� y. SHEETS ,{, 15 "° Gilbert W. Clifford and Associates, Inc. now n.. Nr4inew" Land .Ti � `n*rn 3urw"70 s '• - 150-C ❑tde Greenwich Dr, 200 North Cameron St, Fredericksburg, Virginla 22401 Winchester, Virginia 22601 :T (703) 899-2115 (703) 667-2139 - ^ _ 1 to - 30 REv1 NS _ _- _ r �; 1 Cil �j > _ rh p ` 1 Y -> t • r� > < < , I. i �� k. , t ' [' no. date des ription _ Y ekd. — _ \_ 1 TWP CEM /12/95 Rwlslons per VDOT 6 FCSA Connenrs I 1 m0 TA m `T � ul 5Tj r , V. 1 I F' Ii I i 0 1 i i { i I I > i . 1cj : 'Po v! i U 9 :"45 S 80 �i l 91 011! Ni p� U . 0 � e 0 0 O 4 a d \ 6 0 It W t1 0 T 0 MI o4i 2 QD w Qu 00 QG Qu G cry u} r �y vOj 4 0 a �1 ep o 0 3 �4 r r t` g !� vl 4 OCI /Sc V. C _ --- - - ••� �, V. 5. D. 2�5 j I I ' %M/Y I U M a a 3�'Mt7. r Cover -_ ,�°7,t i - � -' a„ l✓o�Cr My/n 3 7 / .i i PI 4i ,,o ► i i ' S f Q0 I C Q z > '' vl ap o0 N 1q 40 0 0 4 I 7 8 ,Sm ; fh Dr-"ve. y /0 MH L 6 r /co_J V.C. — M H �MN k �7 : i . 0 � V I Cover I 1 -- -.* 90�' ! t)) Q t [�I nl poi Q i Y� vl cp N' v U`I 1,3 r` n 9 �� a 0 I 0 3• I , 1 l I V. C. f 50, v_ V,S.O.Ia 22a' i / o , V. MN �1H�l �1 (I MNMr/ I�A ! DIV L , j 9 y 6,90 Prato. arad'e f 1 ./� Fx _ Grode - 1 i I ��_ Cover �C., -' fi%y 8k/'Qfer Ma'*') �.Lit I �- J �/oiA'T' Au'Ti��' r',�aV PiPF• CF_'4fiaR�i► >4/f/f N �ROSS'iNG SI9AJ -5SEWX-C 4Ik;r a 670 I 6651 1 66v i /5 36 M, n. I i Covey cabs 10 85 1675 ! i i wafer Ma;n 8„ ld/.1`er Ma,n t i ' � � / � �- 2,;? � —"• Peg 'd f-��__ - 1 h ;, lo8c x , l080 6,7o �? : 1 ( � i I f � / ! ---• � 8 "�4 fc` r MGM � _ ..--." ""J^..--" `~' �l I � � �aV'� -EX.`L✓o7`er Go75 . c`1! � CI &75 } 66)5 001 FN� ` Ili ' 2107.53 'fVG _ C).4 1 `�o --- N i 0 i, Qu . 6,70 4 670 C — i I I I 4,i��c Re enc Lakes Estates I 1 x I 31 Section D o o ! I ' i I 0' M i v' A. r) 1 N c I43 ? %n o *h W) N r 9 b 0 `I 0 ti ao( 40 0( ti 0 ti op n a0 n, N h p0 h r` M ap ;L w t * w ► T , ti I tq ti N Coco O Graphic Scale (In Feet) 1" = 5' : Vertical 0 1 2 3 4 5 10 15 0 10 20 30 40 SO 100 ISO I" = 50' : Horizontal a 1011 0 x ! 0 i J V 10 7 ,`Vp7,j v yoco v a D�tr N 4 b �y Road & Utility Profiles FREDERICK COUNTY, /!RGih1A v�T--_----_------ .QQ- - DES. CEM JOB NO 4024 SHEET N0. DRWN pL)$ DATE FEBRUARY, 1995 15 APP CEM SCALE 50'H, i "-5'V OF - SHEETS Gilbert W. Clifford and Associates, Inc. Sn�in00" Land Planners Suri0 Ora >� 150-C Otde Greenwich Dr, 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, ,Virginia 22601 (703) 898-2115 (703) 667-2139 r� no. date vans Arr description 7' SA Comm __+�► ! by p ckd. I (r 1685 I® I MrWyM 1S 0 Cf Q0 if) 1 00 01 (0 If. Q0 1k It N 4 513 %9 \9 \3 v- C. C. op- MN W 1% rn Iq 1 + W.�'et- Mall) IPr'- 'P. qr-ad(s 41 'M 0 n Grad&- T_ vl� Z,72 - VIC 30 ) �� t 1{ � � I i v j o I > > 0 00 cc 13 \� 1 c0I Al y vi J Ci :� al It It 0-a It � q0 0 Q; T) n 4,1 10 .&C, 0 -r ) , , /)j 's Or- I' V r -4,z;!70'-,DfP L>q,, i S eev6w o' w t) �� %Q o' \9 /50" V. C- . 9 ..................... ................... %7-Pro. vllrlfcvl main ik '65 13 01 N � to 0 /2 6<5 5 675 670 6&5 4&0 Graphic Scale (In Feet) 1" = 5' : Vertical 0 1 2 3 4 5 10 15 0 10 20 30 40 50 100 ISO 1' - 50' : Horizontal M 6eo I I,,. / ) I MH H ou 0 0 v %j Prop- 6'� de �o IU tr) 67 4 N: 0 V) IV Q1 Q) 040 - 90'-,E5",A2VL� 665 t Z' Regency Lakes �Estates .z Section Road & Utility Profiles ILI FREDERICK COUNTY, VIRGINIA k1j -3i --- ---- Q S. CEM NO 4024 o 9 M M 0 DR WN SHEET NO. I PD5 DATE FEBRU kRY, 1995 1 Q1 '.4- OF SHEETS ul APP CEM SCALE Gilbert W. Clifford and Associates, Inc. 0 N Engineers Land Plannors Surveyor* IC > 150-C QLde Greenwich Dr. 200 North Cameron St, C Fredericksburg, Virginia 22401 Winchester-, Virginia 22601 (703) 898-2115 (703) 667-2139 REVISIONS description -by - -ckd. C'W%"C'WA Ake, sI� > At ci 5 t r_ bt 7 iS > I� 9 0 Q, Prop, 670 4'- !�'X-Cirod e f o t � I r t ul o \ C \ O /VC I 1� N I N > w� Q�IDBO / ji(G ji "t I �j 'EX. C7ra de � Q oP.Crode�/ Or,p. (irocle � - 67S 675 ,i__. (L75 tt f 6 70 670 & 7 C I I i � o 66S �� cI 665 0 I � G 43 � r o p G GI p v c ,� Cr heft "7D ve-rf 0 v (711 U a UI 3 C cl to C�Ive�t'' I2 Colve-e+'°t/3 t: C C 0 rl w 0 c�X . C i "d de 7 f --� � o a 0 0 ro_ 0 � r 5 C,V�VFr-�a9`Z CaBo 675 6, 70 i c 0 w 3 � V Q �' Qj ac I85'- 00"o6 RC P +I 4 I \ C 0 Q )Oro Z\ � � I a j � mj r. ' c 0 co/veil *g END -SECTION 12"-60" PIPE C'v�ve t7�' st� ub end on outlet end -sections rm" end on (Net end-sectione _ -------- - X E Concrete 10 be l 4000 PSI Min }---------- --- PLAN rC-- 8— �L:it `J Mir r" steep i� Ie"x F — D ----1 I~ - E - -i SECTION X-X END VIEW END -SECTION DIMENSIONS DIAM A B C D E 12" 4" Z.01. 2'- 0" 4- Cr 2'- 0" 15" V. 2' 3" I' 9" 4'-0" 2 6" 18" 9" 7-3" I'-V, 4-(Y 5-0" 24" 97' S-7" 2r-6" 6'-1" 4-0' 3d I' Cr 4'-6" 1' 7 " 6' I ' S'-0" 36" 1'- 3" 3" 2'-10 " 8' I ' 6' 0" 42" 1-9" _5 5-3" 2'-II" 5-2" a-6" 48" 2'-0 6' O" 2.2" If-2" 7•-O" 54' 2-3 5-5 2'-9} 8' 2 " 7'-6" 676 �70 665 680 Co 75 G,7o i �0100 r I In ALTERNATE END -SECTION 12"- 60" PIPE nub end an outlet end - seCfrerte Sptgotendon nlelend-sections 1 E Concrete to be 4000 PSI Mtn PLAN SLOPE DETAIL SECTION X-X I Graphic Scale - Pir (tn Feet) �- �E 1" = 5' : Vertical END VIEW 0 1 2 3 4 5 10 15 J EN -SECT ONDIMENSIONS EXAM. 12" A 4" B I '-0" 1 C 4'-1 _¢�_ _ 8 9 2-3 3' 1 - - I 2 I -7 -8" ____ i 4 -0 Tlr 4- -1, .. vYe _; t -!' We 6 I- -1 • b' _ 4' 2-0 2'- 6-0 _12 TI 8-2" -9'- 4--. 70T —6" NOTE Pipe lengths shorn on plans ore based on End-Sectwn design shorn on the left If the eontroctor elects to use the olfernate design shown on the oght,lengths will be re Juced by tM dtf fewue in d"enuon FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT Of TRANSPORTATION ES-1 DETAIL_ 0 10 20 30 40 50 100 ISO 1" = 50' : Horizontal Regency Lakes Estates Section "D" Storm Sewer Profiles - FREDERICK COUNTY, VIRGINIA DES. CEM JOB NO 4024 DRWN PDB DATE FEBRUARY, 1995 SHEET N0. U APP CEM _ SCALE 1 "-50 H, 1 "-5'V OF S _SHEETS Gilbert W. Clifford and Associates, Inc. Sagineere Lad Planners Surngors 150-C O(de Greenwich Dr, 200 North Cameron St, Fredericksburg, Virginia 22401 Winchester, Vlrgtnia 22601 (703) 898-2115 (703) 667-2139 REVtSlONS no. dote _ descriptionby ckd. Pa.,. t-14 ., rv.. Vnw-r' V G'tA !'nAA 6— T MGiG fiefA i Temporary Turn -around Easement (50' Radius) / Temporary Gravel Turn -around <40' Radius) _ Sediment T 9 SF / \ 666 Gj°1 92�1 r Edge of Lake ��.SF�-- -SF SF SF664 668 66A_ #130-108 #128-109 (Z) * OU Z a4 serent � #181674 H / 4 , i$6 P ' 67 i i ` ,>k Fx. tram G s°' (iAS LrNr M G_ G I ` ted b Sfwn Gas IT #1763-45 - #175-38 " \ \ G Go #17 #173-37 ---- #172-47 - #171-36 I #137 84 m I I #170-48Lin _ #1 -35 i -_ #13 N-- -- - #168- 9 ) ■ #16�-34 ' -- I W #133-52 oo 9 -- - - 166-50 676 # 5-33 • 6 @ L40i ::1Y ' #164-51 _ Buff Strm3 80' uture Are , #163-32 __ _- ______ • I- GAS --'--SF 668 #126 -110 670 opt 6@ 6� #�2S_100 oil /� s• - _"woo - _ 6 _ I [X. V STEEL ' Sediment Trap 672 � 676 . BEN= 4 /_ -_ 50' GASL� EST ss� G Gas G D EX. STEEL LIRE CONNECT MEV__' - - DISTRIBUTI[1N LINE #106-96 0, 1 1 r S� rn 0\ #101,1 �o r o 0 s lu 1lo3,z SEDIMENT TRAP DATA w.� REQUIRED PROVIDED Iftm / No. DA WV DV Area at Base WV DV D1 D2 L H W 1 1.65 94 cu,yds 94 cu,ycis 800sf 101 cu.yds 99 cu.yds 4' 3.5' 10' 4.5' 4' 1 13.24 887 cu,yds 887 cu.ycls 7425sf 935 cu,ycis 1016 cu,yds 4' 3.5' 80' 4.5' 4 - �` #lOS,3 T DI-1 T G7� .40,ti� a o O, Erosion Control Legend rn �11 -0 Temporay Sediment Trap - 3.13 SF Slit Fence Barrier- 3.05 • Type Dl- „`0 �S o 0 0 0 0 o Straw Bale Barrier - 3.04 --_-� / O J9 �v 0- J I � 12 Inv a- P 69.8 I #11 p,68 0 Outlet Protection <EC-1 Rip -Rap) - 3.18 �/ o0o Inlet Protection - 3.07 Construction Entrance - 3,02 S �z All Erosion and Sediment Control Measures '0F✓� #114,6 / to be In accordance with the 1992 Virginia r 6 Erosion and Sediment Control Manual. • ti`Z� ° / Right- f-Way ru - 6� Ut s Per S e #161-31 T • -1 @ a I #116\6 / STRUCTURE SUMMARY B o u n Toopp=676.60 S / Ar _ ' Inv In-7 - GAS NE 'T #117�9 STIR. INV IN INV OUT TOP ELEV TYPE DEPTH(ft) 6 - 680.50 683.01 DI-1 2,51 _ #1 0-53 7 680.00 679.90 682,73 DI-1 2.83 #159-30 • PEA 8 677.4& 679.87 DI-1 2.47 ^ -- ___.. PROP. r PLA , 9 676,60 676.50 679.10 DI-1 2,60 r-- _ -- .r 10 669.80 672.50 DI-1 2.70 �- �Cul 9 CU ig CV) tr StrtB To =67 10 4 c) :W E T 60 - StrA7 _- oY679 6.50 T Type 1-1 to `� PROP, .40 v 0 7 70 N �20 %.90 sill 0111 Missiles SNOWED @ sissilisp gsissillis -- R/ to �~ v 11 669.40 669.30 672.50 DI-1 3.20 #119, 12 - 673,60 676,60 EW-1 - 10 13 672.50 672.40 675.81 DI-1 3.41 NOTEs CONTRACTOR IS TO CALL THE FREDERICK 14 675.80 675.70 680,50 DI-1 4,80 COUNTY PUBLIC WORKS DEPT. (667-5643) TO SCHEDULE A SITE INSPECTION WHEN PHASE ONE #121,11 OF THE EROSION AND SEDIMENT CONTROL IS IN PLACE, PRIOR TO ANY LAND DISTURBANCE. / DRAINAGE AREAS AREA 093A AS 0.4 037 679671 HIEV LOEV 8340' C CA E LE" 5 B 0.72 0.4 0.29 688 674 14 490' 5 / C 2.09 0.4 0.84 681 666 15 620' 5 D 0.74 0.4 0.30 681 667 14 340' 5 E 0.81 0.4 0.32 685 675 10 220' 5 #f F 2.34 0.4 0.94 700 683 17 385' 5 �sv / G 0,34 0,4 0.14 688 683 5 325 S f H 1.81 0.4 0.72 687 680 7 400' 5 I 0.69 0.4 0.28 685 680 5 360' 5 J 2.89 0.4 116 687 673 14 350' 5 K 0,41 0.4 0,16 679 673 6 295' 5 L 2,02 0.4 0.81 687 675 12 365' 5 M 0.65 0,4 0,26 683 676 7 260' 5 i �� - - - - - - - - ---------- Regency Lakes Estates SF' ` PRW, 2' PLA SF- SF 10' GAS LIME ESM'T � Section " D" Erosion Control Plan CULVERT SUMMARY n=0.012 / FREDERICK COUNTY VIRGINIA CULVERT FROM Acc. CA Acc. Tic1 (2) i(10) Q(2)c42's Q(10)cfs INV IN INV OUT LENGTH D(in) TYPE S(%) Q(des.)cfs V(2)fps V(10)fps HW/D HW ELE`✓ Mtn. d(50) Apron Length DES. CEM JOB NO 4024-- - - SHEET NO. _ 11 1 A-B 0.66 5 5.3 6.8 3.5 4.5 671.76 671,30 65,00' 15 RCP 0.71 5.9 5.0 5.3 1.0 673.01 TW<.5 Dia 6' 10, DRWN twp __ _ DATE FEBRUARY, 1995 -- 2 B 0.29 5 5.3 6.8 1.5 2.0 674.04 673.70 43.00' 15 RCP 0.79 6,2 4,2 4.5 0.65 674.85 TW<.5 Dia 6' 10, APP CEM SCALE 1"=60'OF ____ _SHEETS 3 C,F-M 5.31 7 4.8 6.2 25.5 32.9 666.45 66 .75 185.00' 30 RCP 2.00 62.8 12.1 12,9 1.4 669.95 TW<.5 Dia 6' 13' 4 D-E 0,62 5 5.3 6.8 3.3 4.2 667.35 66 .00 102.00, 15 RCP 3,28 12.7 8.7 9.3 1.0 668.60 TW<.5 Dia 6' 10, Gilbert W. Clifford and Associates, Inc. 5 E 0.32 5 5.3 6.8 1.7 2.2 674.16 673.83 45.00' 15 RCP 0.73 6.0 4.2 4.5 0.7 675.04 TW<.5 Dia 6' 10, 6 F 0.94 5 5.3 6.8 5.0 6.4 680.50 680,00 48.71' 15 RCP 1.03 7.1 6.3 6.6 - - - - - Engineers Lend Planners Surveyors 7 F-G 1.08 5 5.3 68 57 73 67990 67800 10156' 15 RCP 1 87 9 6 8 1 8 6 - - TW< 5 Di 6' 150-C Olde Greenwich Dr. 200 North Cameron St. -_ _ 'L. ■ T- 8 GRAPHIC SCALE 9 10 60 0 30 ao 120 240 11 ' `' _.t 13 -- t------------------- 14 ( IN FEET ) 1 inch = 60 ft. H H-I J J-K F-I,L F-I,L-M H-I 0.72 1.00 1.16 1,32 2.89 3.15 1.00 5 5 5 5 5 5 5 5.3 5.3 5.3 5.3 5.3 5.3 5.3 6.8 6.8 6.8 6.8 6.8 6.8 6.8 3,8 5.3 6.1 7.0 15.3 16.7 5.3 4.9 6.8 7.9 9.0 19.7 2L4 6,8 677.40 676.50 669.80 669,30 673,60 672.40 675.70 676.60 675.80 669.40 668.60 672,50 671.90 675.20 71.13' 67.74' 40,00' 71.00' 106,96' 50.00' 48.17' 15 15 18 18 24 24 15 RCP RCP RCP RCP RCP RCP RCP 1.12 1.03 1.00 0.99 1.03 1.00 1.04 7.4 7.1 11.4 11.3 24.9 24.5 7.1 6,1 6.3 6.6 6.7 8.3 8.4 6.4 6,5 6.6 - 7.0 - 7.1 - 8.8 8.8 - 6.6 - a 10 - - _ _ - - - - - TW<.5 Dia 6' 10, - - TW<.5 Dia 6' 13' - TW<,5 Dia 6' 10, Fredericksburg, (703) 898-2115 Virginia 22401 Winchester, Virginia (703> 667-2139 22601 _ REVISIONS no. date _ _ _ _ description by ckd. 1 - 5/03/% ----- Revised per Pubec Works Covinents of 4/20/93 -- --- - TVP CEM 2 6/12/93 /12 - _.- - Revw•d per VDOT & FCSA Comments - ----- TVP CEM - ------ - - ---------- --- ------------ - --------- ----- W < a It --� 501 GAS /EA EMEN + 1 i +49.5 '• 1.63/t 10' DRAINAGE EASMENT I l °l —f__ - r-I / 21 >< 290 rn I r ; 20' DRAINAGE EASEMENT R/W C/L R/W 1 10, 30' 30' 10' 1 SLOPE & SLOPE & 1 1 DRAINAGE, 8 DRAINAGE ESM'T 4 6 11'_110. 11' 1ESMT 1 1 MIN (CUT) (FILL) 1 1/2" SM- - , 1 1 � 3" BM-2 1 1/4 1 .yy EX. GRADE WELL COMPACTED 8"-21 6 AGGR. BASE SUB -BASE TYPICAL ROAD SECTION Not to Scale > 000 Y, t titi� t. +93.20 v `� T. x ,d/ / r if , CURVE TABLE NO. d RADIUS ARC TAN. CHORD CH.BEARING 1 10`58'44" 250.00' 47.90' 24.03' 47.83' N51023'15"W 2 27010'05" 250.00' 118.54' 60.41' 17.44' N43017'34"W 3 28°47'41" 317.75' 159.69' 81.57' —1 158,02' N44"06'22"W 4 21038'01" 483.59' 182.59' 92.40' 181.51' N47"41'12"W 5 36`'44'26" 300.00' 192.37' 99.62' 189.09' N55014'25"W 6 73036'38" 300.00' 385.42' 224.47' 359.46' N36`48'19"W Regency La ke S Drive E Sid. VNT yA� E XC P T'/ 0 /11 : Stop 15 gn �ADic/S � L-./sA D,e.i vE CoNk --7-o �'E G E �/ c �/ L,R K�.S ,r'7 �/ vE Z° t i c> S'N7. Canlnec�'lon De+a►I � NOTE: Pr i v r�e ' tr*#t ConnW6,6 are T6 be c_onsfruc1*d 26 ,Awe So' &d.y V 218 BAse A9r. 2' TlQa SM-2A AsFhc,4R com re A mod. VDOT 5*0p a156 +6 be p raved erg CIO O O 1 , i r t t + i �+ {. , rt i t _ T { i } f t I } f i t I I i - - - -, : I I ,. i i _t t . . . . . . . -+ - - - -- - --�- , I , I , : } I t + I i } Y � I r I _t j i : I t �- - + t I ' t: ' I � I «_ I La y : I i t I i t, I , - - - - - - _ 4 w I i f I i f I . it (In Fe _ Graphic Sct}x ate { . + i ; I I i s � I � .., - Vertical 0 i 2 3 4 5 10 Q i - +— _.- +- 0 10 20 30 40 50 1 I { ; t , - 50' Horiz ntal f « _ _ + - 1„ -.• . ,-- -.._. �__ . _ _. + _ _.. .� _ _r_ +_ __ .,._ .� _t_. _._ _ __ _ __ _ gilbert w el iatea r ifit` tt� + T� - _ }r. . .. , r , , rt : • --+I t� oO tN W --+- Qtcs7» ENGINEERS INEERS LAND PLANNERS ERS 200 ar[tr Cameron StreeStreetWinchester, Virginia 226M (703)667-7119 gSURVEYORS eO m sekstwrYlrglnk 22401 (7036964115 Regency Lakes Section 1D1 140 Regency Lakes Drive Plan &Profile _14- 712BM5 6V. vD ! MM NT* ?12? "� .5_ A',,NI7R (Iti IAFREDERI(K COUNTY, . + ,+ + �t t I t -}- _ f I i ( , CEM N I „� M t K 1 ES, JOB NI�J, 4©24� 20+00 21+00 22+00 23+00 4+00 25+00 26+00 27+00 ATE 3—CROSS SECTI 28+ 0 R. e R E. STANDARD 2 + 30+00 31+00 32+ 33+00 JLWc4; JT SHE1` NCI.— 2 DATE • ,February, 1995 fOO�Io RAO — MADE � .D IN U. S. A. NATIONAL TRACING PAPER DIVISION I NOIANAP061f. INOIA WA _ ,. V: 1 =501 (p-12-96 Re11S)OP1S f1f- VPOr I-�'A CEMV. 1=501 P9HEEt9 t i 1 I . Excavate the Trench 2 _ Place and Stake Straw Bales 11 6a�t end n„r shed � --^ :•e 4000 T.m Iensde fuengm -T— •-- --I',' -ram' 6 HEX BOLT AND NUT '{ R,I.I_i.l T �'svol5•) � '+C 240"inn (ungalvon,zed tncaness) SECTION A A -4 r ndea - A A Bent rPlots it } Bottom (warners note - moy oe cn000d ; optional ip f —L cis, Zna c � -!- hoodhng r, .Q during golvorvzlnq -.--- SENT PLATE POST g;. n; 5aao•e winner •'•w - /is" decal this shot) pat and nil (See dotal this sheet) 135 18ose Metal Th,Cknesi) SQUARE WASHER so" Min TYPICAL INSTALLATION it f ir- NOTES -� —� �♦►St d. GR-8 pest s,,oc,ng Is IZ'-6' 3 _ St'd, GR-BA post spacing Is 6'-3" } I Si'd. GR-88 post spacing Is 3'-li• 3 I ` `t'd. GR-8 0e14c1axt Is 8.011 Sld GR-BAdeneuron is 60fi St GR-88dehi tlon Is 4.5fl r� All hale. All posts• bons, huls and washers ore 10 be galvanized {•r N Bent Plate pat a S3. 5.7 post may be Interchanged W any One PfoleCl with the restnatlan that the Some type ofmvsl be used inany singls run of - II ,post guard roi. For detods of quordrol element, ephCe .alms, hard wore, I etc. see Sheet No. 501 01 , V ®The quordroil and median boner components depicted in + A.R,T,B.A. Technical Bulletin Number 268E may be substituted rN Ilk if interchangsoble with the Standards far guardrail (GR)or �, I median barrier (MB) and approved by the Eflginser. o � fJ PC$T SPACING ON CURVES Past $OaC,n Pave CY�od,,$) 26•or less 12201t12' 6" 19 it to III it irBottom corners may be 110 if to 7611 4'. 2" clipped 2".2 to o.d dnvlrq. 751t to $Dfl Y. I'" Less Inan 50fl use not recommended S3 x 5.7 STEEL POST PANELLA MODEL PA-4SVCSK (4") PANELLA MODEL PA-6SVCSK (6") Class A Concrete Skid Pad - 20"x 20" Square Shape Onty Install flush with Surrounding Surface ;COhgeje: Carefully Compacted Backfill Aggregate Base INSTALLATION DETAIL SHOWING SKID PAD FOR PANELLA CAST IRON CLEANOUT CAP WITH BRASS PLUG HAVING A COUNTERSUNK SQUARE HEAD FINISHED FLUSH WITH SURROUNDING SURFACE. PANELLA MODEL PA-4SVCSK (41 R PANELLA MODEL PA-6SVCSK (6} FINISHED GRADE r.' SQUARE SHAPE ONLY Z 1 w CONCRETE SKID PAD w a (DEPTH 12' ) a U) W 5 AGGREGATE BASE >_ W ( DEPTH 3-) z Z E- U Q FLOW! 4.. i�r- -•r` BALE WIDTH 3. Wedge Loose Straw Between Bales 4. Deckflli and Compact the EXCW49W Soil. CONSTRUCTION OF A STRAW BALE BARRIER A A B -- e■ssraree now Points A should be Higher then Point B PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY STAKED & ENTRENCHED STRAW BALE BINDING W iRE OR TWINE FILTERED RUNOFF �^'� una'r. �a aawrn, rrnaw. �r. wr.arrw, rrawn,r .r GR- 2 list Snocmq) - COMPACTED BOIL TO PREVENT P IP INO .SEDIMENT LADEN *UNOFF ® The guardrail and medion barrier components depicted 1n I r'-J L 20" - _Ccncrefe A,R.TB A. Technical Bulletin Number 268B may be CD - 1 & 4 1 rOMtiINAlION UNIN L7!)ItNN : t' s' 11 t fit) Of CUJ.`r ''.'I+NN ''D4' -4 IN 14' substituted if interchangeable with the Standards for ' guardrail (GR) or medion borner (MB) and approved by Guordrml btollons shown on plans ore appro.Imate only and 'con be odlusied. during mst I I d d r LATERAL - NCILIT - - u rue IM t os utue y nq r. c '^9 D the xtee TH LEANOUT CAP - --------- - .,-•--- _..._._. « snetEno sa.oa �� `� _ _ _yY-- E�� a er !ale R TYPICAL SECTIONTOP F SERVICE LATERAL TO USER EXCEEDSEWAN LItN)t /. E "tT �•--^-- -.� r •r•. 4� f r r i the Soo Id & - -� SEWER NOTE: WHERE LENGTH O SE E LA D SKI Far deans at Pasts one Blackouts s -- =.<� :••• Face a Gua d al line L.� (1Nrsa yr•fIfrrnly Ir■llcnleA. ty �► I llI ,Y t lCL __ -� • HINATION N01 H(XINN �_. --� FURNISHED AT THE PROPERTY LINE.ossocated hardware set sneer nos 50L01-and SOE02. �_ 25' Appruz 12-6" I 12=6' TyplCol GR-8 Fa clots of Rail Elenvvtl Rail Splice sea t, w e ' APPROVED CLEANOUT ASSEMBLY SHALLd ' 1 h n Beam Back-sVdot ma j.,a,(erarrllxi urdefdfain will --�— -- -- l _—� P bond t ce I GR-8 lerminal treatment I Po hod Guardrail The Maximum Dynamic Deflection for SidGR-2is 4 IeN, la GR-2A rxd h• hayNel of Its (zdfv ClNI I I t' f INI `�f C110N CENTER IlNE SECTION wren leswmcrddesiyn i5 !n --_ Y.._.---�.----_------- ---_ -� fWl/n Type I SeleL1LWIJ lxrrxd.uwr wlin I yplcol SMIa, (With 1y(le 1 select Marti N dwxe. PLAN Ra11 Section deflection is sass Iron 4 reel since no rot dold is avail /'! AN VIf-W SHOWING PI ACl M/ N1 OF PLAN VIEW SHOWING PLACEMF-NT Of E Post See DetailSEWER CLEANOUT DETAIL -- CD 2 UNDERDRAIN , Sheet No. 501 C Fiat Elements are l umrslyd s wb carved for radii D.rween S Et and rso Ft S T D. CD -I UNOI l � l )Il Al N UNDERDRAIN OUTLET Not to scale — _ ,av � _ --6-3 ond - TOP Ot CUT MARKER OFTAII_ �P------_ Term al 4 Pals 8 bon Anchor Plate sarrtaa oast -- .�. ro, eetse4sa L1 T - ter--- �— — I e" I Terminal 4•xdxl/)2Alin. Ster/ Nsrnnintrrr Of TOP OF Cf/T �� _--- I / End post support angles Typical post .•••-• -few vseetlw _ f sloci fiyets of J_--- + _/ _ <on,,,,oan warn sry ' - - - -�i7 B b�11 a D80 Inch Mln. TOE OF FILL Ground Line M z OUCH r/NF - �� Aturrslrzrrt ffafe pops coalpo/Ida `-� see detail"B' see sheef501.12 J ''r• en, oe _ - c. o.cel of o• I ' wllgpast molala/ SHplLDER UNE ELEVATION u y I AAa� - ` z7 SIIOItIrxH ONE --- - i , DITCH _�— -�-- -- -- _ - _ _ l�--- It Type Balled t O UNE Concrete anchor ., • �' _� y Code A' _ r��_-,+�y�c G"} STAKING DE -TAIL �Assartdy Gram RoHSteelf'ns7ol ' EOGE OF PAVEMENT a detail=A" TYPICAL TYPE I APPROACH & TERMINAL SECTIONS � �_'`-- �'•L,'/., ''r_r'`� -`- rde11g1••••V""far L EDGE Of PAVEMENT -- 1-5J IDS./fror _ -- - l t - se 1 ''�```y��/ ry' i ------__------- �•/-�i- / -- L(Xjt6 O icy J14 I I .I y DETAIL 8' i Concwe Anchor •�-� 1 f -3— - ' I �--Sfobllzer Plate 7 D'a moc^^e bon Stabilizer / I f15/f 1.-----�- — / L` ' Y o.ertas 3' ri �T�{}� 1 win M washer on able ------ `�l - 1 --�--- - �\ ' W..en ,m. 1 i4. II ' y s wood .w. front lace labl 8 �4�_ Steel is and peAes to De pnlnrdd a �••I •"1 --Reel seUlon see detoll-C TMs cna Is ro De anchored W Beam End section +--, (i-_si dI I a e< ___ _ oaN�ral In acradanoe with isle ' EDGE OF PAVf M£NI - '}/ f - ' s iW ` _ - - -- sPacJf pvMad de llal cow srtN1 -- - - --- \ r « (Flared) h,r CeI71ls\_ '•� JL1 , - r--- Foundation Poll — W Ot PAVEMENT be N011 dt rid x m pour a Noll SHOULDER UNE - �T-- _ _ _ -? tit ti b see sheer No. SO102 o a �N �� - /s �y IIIIiiit 7gmenELEVATtON�n write Ixolyd. -- _ Beam length 12'-6'TYpocI GR-8I z1 X. y \` —=I 'Y` �' 3 HocOs `•�•/- f/- led• �' _ o I' ^<^ •°,6� I t -`=- TERMINAL POST ASSEMBLY - — lob" holes of 3"O C Lr '1 i) _ MaAU to De pocod at oufld end d / TOTE OF FIB- oppoz 13'-6' y t` rOF OF FILL dlunderdroln lruYallrAlons Dafllfq----------- I -- �- for 8-} / oncha rods b Shop bendingrequired to make (two spore notes m roll !0l' Of Cur __--f� ? �Pcy Dma Type II the t De 11 terminal treatment _..-- ---- locarlaks where underdrain /s lied �1 �. - �y r for posltloninq) / ' s r %' r i• I _ ! 6• _-! #•R � ffdo ott v drainage sffudufes of os ---. ------------------ -- - - _ GR-8 Terminal c star 25,.C. II ` --- d/rECYed by the Ftglfeter. Netr:WIll Setecf MalerfolType l a /ills not used.ttr 1:' treatment DCURVE C »<■i '1 ------- dltmns/on willaii from tie bottom of the su"se maserlal.whr.a PLAN SHOP CURVED RAIL _ �� w % T. suoeose material Is also nQ used. III! d/mcns/on felt/ appy Iran PLAN fret Dudot of Ito pavarc/d. .. "Jere - To be used on both i',. 00 i holes for bolts 4 �• long Y / r L, - 8 iif bolts IE' king SL"ose Marl. Soled Norl. - _ r t ) Vr/ nuts and washers Bolts torqued s 3 s 27" (�'s I•-- -- -- - 9" •• — 3'-fi - with gyv nuts Behr ,,r sloes of driveways a ' `- ``l\ d°d d 000i01'Qd 1 (type 111 pro openings i •--•• to IOC2 20(t Ibs Otter post is driven yr/ 1� 0 Holes --�naf to Drat`uat �' I CLOSED CHECK SLOT 3 °•" °o ( , o 7 l"�-}`- - 16 - ,� _ TRANSVERSE R t�.. _---'-._-.- _ -- - - n 1 1 v r to _ t- I r - 'F -- ' - S rut, - o e D of roil J I' a }� Dice hale s. to e • e r 2i 1 GI NI RN. NOT[ S . — 1216 nl ca.:r .� —• _ IyDIa hole I I- NCTE:AII Loses snarl M .004 o^G '� f--. � Ct)rmny he st"Ifuled Ice CO2 d vlOe velum, Sdod Mori. - - S�o IT - - - Concrete anchor suVDorr angles r -i}� ^, I• I I'^t •t .. „ : I 6 To9- Wn m p-m of■I .,fulllie cuistrNcted or Ire oyN.vOVIAole NON-PF_RFORATFD QUTIF_ T PIPE (type is DI -slope parallel to poveoen 1 r -.� burs placed - lrxrtllat sAx.n an lip Nans d as dlrsx/cd M tIte - - t.r,vn n< s.os•aat c^ or TAPERED WAS BEARING PLATE r - y - J ••.r•�r „cep e, . � t„ a a.•.a. HER RI G_ FLAT PLATE WASHER see Gated -A see detail-B L— a J -E—L , 1 et quarter pis I fginea- - Crusting Strertgln IRS/LF HAIF SECTION HALF SECTIONComc Nlpipe to trCUnless cr/erwise Acted W 00115. Type d Pipe -- - tID. T 6/D._-- TYPE ISEILCT MATERIAL Pavelmerr TYPE IISECLECT MATERIAL ELEVATION L4's3'�4 8'Lg mc, A3 ystre as uca•are, bf I In ELEVATION fn.yrneer tcasl I place'. s Surface 8IHose croniflof SuDDose DETA':L_-B DETAIL A TRANSVERS_ .tench Silly" be filled wlln aggfeqale and tnaugldy Core 111 cloy .___ __� _ !�_ __. Gfonulor SuDbose �ZzTII ...... '___ s„ppa�--'�I��li TYPE 11 TERMINAL TREATMENT �- -1E , '=x °$1 �' °iK�*t C EN CHECK s OT hand romper. to fnsNfe compodnit5s. ----- 1500 Set. Marl. t -- -= Sd.MorL -- - ysd.MmLfypr t/ DRIVEWAYS & OPENINGS END POST SUPPORT ANGLES CONC. ANCHOR `� isle Core rc dull Lley/n al TIC edge of povental and srttl --- - 0.5? ---'- b Ifl IP' 1�� X to oral o grate ywmalldlo tie shxJlder rorrrJyuJel Sled- -- -. -_- _-.- !• i Nog a Nai7 AgWr. ASSEMBLY + - ,lnpc•. ('o rlxtaresl AiumlrxMt - Y� a'j'e On curb and gulls setllans.wrue Ills Inryussidr Astdulll sOt'1 I1_(b`-_ H0pIYPrCN SECTION I TYPICAL SECTION ll in (dirfwlse Ixalrle oNhd5 for underdroins.lr.y —' -- ---- -- Paetnefr t ,,huoJhwalllvc iDs _ L5� _ _—_-__ C,axJla Subbase swfocea Hose Granular '>a,UQt�Y GUARD RAIL DETAIL �` ` '• _. ar e'la he located so Os to droln Into drop .tale/.•, (x --- - (Cement Slooll/1"it .�'',L g. .., moeWcs. SmoJth Wall PE t0 PSI M /I 70 PS/ tk si • jZIT�« - - Subbase -- fl ( - . .... _ Slgrade Slodl72cd * ._� .. (GR-8) _ ff II Is noressoly fa rite Pipe to OulfallINn 11 1'Nl a Wall INckness (1dnlIncites. (Centex a Iimef - - • o,`lStoor 7 A99r. -- • y \ ��t SutxjraJc Srndllfnxl- dllcrithe dirrh is to fie deepened It and as • • I eslny rlcnwdlmq to A-SI M D 421? al h% deflection. NoH a No.57 AQQf. lCernrM at llaxa Y' -? ,� z• . g r �lll a'ted tM llC 1 f[)il va. rrrn;,t .trfrnN Nr IrP,cN strrlDll N On cullv1elcvafPdf se:11ons.lrer-h Is to lie ulalrl eldlte fArvemvd afea with lathe as Ir1w star, (wily __ -_ -'•'_"•. __ -__ r'- :'A A•:C D7N'r:STREAM TERMINAL V DITCH SOIL STABILIZATION MAT INSTALLATION ` t/�r:r slope la oufsfde sllxdrlrr - �y, (XLNN/N(; 10 OUTSIOF (X IIIIN HOAIWAr i STANDARD COMBINATION UNDERDRAIN REVISION'S job numbr'r 4024 Regency Lakes Estates scale no date description --c 1. d — -- ----------- (o-it115 /2evlsed �0.- ✓o6T I FCSA C,,,i ,_erTr�s TwP CE NE date_ February, >_9y5 _ gilbert w. cliffor & associates, inc. Section "D" Standard Details sheet - - designed b. C.F.M. 14 - y Engineers -Land Planners ---- --- _ -- . - _- drawn bif,: Surveyors Of -- -- - .C.E.M.50-C Olde Greenwich Drive 200 North Cameron Street ��ppro� �db, `: 15 --- - --- --- Fredericksburg, Virginia 22401 (703) 898-2115 Winchester, Virginia 22601 (703) 667-2139 FREDERICK COUNTY, VIRGINIA I in x DETAIL I DETAIL 2 DETAIL 3-t-i„r- EC-' > r --� r L [ l �+ DI - I SDR 35 Spigot SDR 35 Spigot b g �. f L �,L. DROP I.�' L� G T Steps are to w provided NOTES by Gasketedy Factory Fabricated SDR 21 Gasketed SDR 21 Gasketed g `� ]� n / / For H is a'-0 or greatr 4'- 2" --I Bell 45° Bend Bell by SCH 40 Solvent Weld Bell !- R O T L�, 1 T 1 0 2� 2' 7"----- Bell Adapter Test Tee (with Recessed S uare - — For details see Sid ST-I -- -- _ _. = T• 1 • s 3'Dla weep hole MOawi,um depth IH) t0 De K r0' greater a1D•^ „x q (3.07) + Standard DI -IA Head Plug ) �. +r 111 9 A - O A i A+ A �/ — 2 x a v00D r RAME i:i ;i;:too ' 2' thin 1 p ' 7 — 8 $ When spec ea ar, I1 rs ne r w • s De shape e DROP itvlE" e 5 ir: r ,� D - — tKn D ; W. 1 ' % l /" ear . I rH BRA'- - - - C Cd101 30 30 �� i ; 3: T r--� N �n C 4'deDth A97 In oCCorOO re w. r �•aMOra r 'S- 4 COS( Ot :t I ^t` - - - N UrmsM Cntl IOC( 1 t r n Y { ng o nQ of me a ,ols � Conic' tc the ;., - , iiliii`;i; H e 68 a 7t3 or , 3 . A A t n '€ 41 _ c c c s aping s fo Oat dudld he ;' Ice 5rd br the dre; M 8116•wdth n t complete I it 12 t3"-i8'a 4' k MAk fv in 'm rM 2••+�ia': :::I•t1:�3 .. .. .:•: ... a;;3r r sl;;iil;. 1{ i r �/, i1?. ., rp ii;iiii i';{i ii{ii;: 'i'iii •'i'iii; i ii iii;ii i!,4;i :4ii I I t . ;'i TILL/ n^^ � �. '" -.•i �.�` � `� I f', ��---_ is N fV 10 This item may De Drecas• ,cst aa:e g Q -- - -� -- AI, cast �r 0ioce -cn,r r - As s e ore ass =o• •e os' l o See Sf4#, 3 SDR 21 Gasketed 1' B ff3 MIN -� •m {S Pipe & Fittings SCH 40 {- 3H - J The r drmefITl show, or he S,crx• wK] L--{�--- 3H — I "' j�..'f�d, I cr, n ate I e `;iii: iiii. opeons w P ore me •• ar er• t n SDR 35 8"x 4" Solvent SECTION A A Hal ppe t°the b Jf .n sir o 9 2' 7' -- g y 1 8" Length Weld Cap H G e ��. •e Jr s inc nr� LL DDr , a ; ,,,.•,loses �C Gasketed Bell Wye 7 - -- — 3 area o, mole rl r es• r,a -4'-2' uteri' enn . e •r. be of SCH 40 Pipe 34 n the event that riven of 'he a.Nc11 pope a nv. PLAN s 4 =8' Smooth Dowels a ro12 DEPTH " (Gro,e Remo.e°1 e p° 12 CONCRETE QUANTITIES FOR MIN DEPTH � motor„ of the st. t� C-C to be placed in all areas odiocent actual Ire her• d he $nur+ve �� e' will ^ale .win 12s 12' Plastic hardware to obutt�nq concrete to prevent 440 Cu Yds Concrete yell tx sr>�ed wnn cemern meta 'o proven• str,dnq __ S"cone pope - 526 Cu Yds Concrete a poi of .ate n the sl• K+are tie cost for :.;.;. -� Depth r R s -�s,a� Clain ;/4' most, or golvornzed steer wire , settlement IB' conic pipe - 1620 Cu Yds Concrete nvst s �p shill be nciudea r me ^e bid fo :• 9" Q C-•►�+'� mrnlrnum wxe dlo 0 03 inch, number 4 h lieu of dowels 2"s4'notch may be Geotextile - — - �- most, •,ordwdre cloth onchored firmly to the slruCturs 18" Fabric Geotextile g' G.atle><ts+e PERSPECTIVE VIEWS Y provided See Standard T DI 3, 4 Ada 0 469 Cu Yds per additional foot of doh t SECTION A -A Fabric eonc *' outside of structure 24 concD+De- 1817 Cu Yds Concrps — c S1EC r � A -A �1E=-� olternote desl n — ---- -- SECTION A -A . law •ate tar 2 nowal ��ic -o" 2 SECTION STEEL- l--SECTION CAST IRON 2' 6" ---- _• MUTES rl • DKRTWr 10, sound Poe -'seat b siew sec.+ Moor toe -,e,a•r, 2+ T 2 s r-_-- 2' 7 — S1AKE -t�V' C.7 I i 10-4.. 1png-_ M+—I 3 i Lugs 10 De _� �1 For multiple line inetallatrons Drrwerowan p :s •a .pver-r he ar zeet -•a wtisr� '•at ;:r•sr. r•r• 36" Min p cost wrtn cons DOD�DDDD��D�D -F Cover Ire welded I ILI Olilt^ (W) mt On arty Seca+darr goads �nOWla*pow .pulr�.nq era•en c:>Rn-r ssr-s .•er: •�. ' rABRIC �- 1 endwal�l or erdsec•rdn s soec.fed on xwz,cawsr•ucr+ar ■'O sa w sc.z=,striae w^ I t Any Jl te•nOte p,,),Ia it t Jn ng,,ee, _ c CC mee+nq me opprovc J that Engree•, D.fa ua.n�o�. THEM,D y r - - Vin3D----- - / i }� mo oat subst u,eo fa !ne cost ror gii tJ tti i �- - D We -- D--- - / �� I I II (;11 , Optional N I lugs as shown hereon Weld /3.6ibs 66_31bs BraceR,bs ti I all connectors Incluanq Including �y =L . ? :t;;i: I;IP �- � I. HIr. • r' �DO��DDDDDD� D M c Collor —� connectors ugs oflH DD �O -.Fa A� �O�DDOD��O 1 :,• iirj :; I U —+ Q Gome le Fabnc to ae ristailea ,nder at; roarer :err -a slam or a:::>as,*ce Y STEEL or CAST Ifrfi;lli r Irli Q, S with the sp.clflcot.ons T , r % IRON g"X I}�X 4" lugs I f I, 2 -{ :i:`• {i;I; if Treated 2"x 4" with �U 7.4" Stud Shear ,-.) 4' T 6" Painted Green ELEVATION OF' STAKE AND _ connect or$ -- D �- IM - DIE>�3.«ORIENTATION FABRIC DEJAIL :� .i.I:'I!3• 4" Pipe at 2 00 S ' Dry Rip Rap Minimum Grade ' Geotextle � � � � -- 9i -�--- Iz'- --I "j h" y. Fabric Class 1 7 I _w T "� ` i SECTION B-B Class R T SECTION (C C ALL FITTINGS l� TO THE FACTORY FABRICATED i� TEST TEE SPECIFIC APPLICATION j i-2-i i ARE TO BE GASKETED BELL ---__-__. -__--- APPROXIMATE WEIGHT SECTION B-B DIMENSIONS FOR / THIS METHOD OF INL.FLT PROTECTION IS APPLICABLE WHERE THE i CAST IRON ONLY os+ "or THE TEST TEE IS TO BE MADE FROM TWO SEPARATE c Grate 363' 'etas FITTINGS SOLVENT WELDED TOGETHER. IT WILL HAVE INLET DRAINS A REIA'TiVFI,Y FLAT AREA (SLOPE NO ,REATER +h Use Typical Section shown on plans or normal side slope, bottom width, and depth THAN ')-) WHERE THIN: INLET SHEET OR OVERLAND F',OW S (NOT A SDR 21 GASKETED BELL BY SPIGOT ADAPTOR JOINED of channel, ditch or natural ground. F:X-EF.DING f C F S ) HARE. TYPICAL THE METHOD SHALL NOT TO A SCH 40 SOLVENT WELD BELL BY BELL TEST TEE APPLY TO INLFTS RECEIVING CONCENTRATED FLOWN. _: CH AS DETAILS OF COLLAR AND GRATE THE UNION OF THE ADAPTOR AND TEE IS TO BE 1N :' 1 RF:FT OR HIGHWAY r ME'IiIAN PERFORMED AT THE FACTORY. STONE FOR EROSION CONTROL In THE TEST TEE, NIPPLE, AND CAP ARE S BE SOLVENT 3•18 /- CONCRETE PAD 1'-6" SO x 6" USE WELDED TOGETHER AS A UNIT BEFORE INSTALLATION I _- _ - -—�- IN ALL AREAS NOT IN P AVEMENT TRENCH AMENDMENT NO 1 JUNE 90 STONE CONSTRUCTION ENTRANCE: ��. �i� SANITARY SEWER LATERAL DETAIL (3.02) .SILT FENCE CULVERT INLET Transition to ' Meter Setting Edge of Pavement Carefully Compacted Select 70' MIN. EXISTING I PR lJ 1 E C 1 I 0 N SCREWTYPE ` -- vAveNEN1 as Required. p ADJUSTABLE VALVE BARE WIRE WRAPPED r Backfill A 3' (3.07) ' r e" B„ "x 3/4" Wye BOX AROUND VALVE BOX t' O.D. - ENDWALI In� N r: . ; I \ i 36"MI I FILTER CLOTH 6 MIN HOUNTABLE BERM 3/4" Type K 10 GAUGE INSULATED . ' ♦ 24 A (OPTIONAL) �- 1 • Type K Copper COPPER WIRE ,�'�r♦, r ' ,..�•. _•,•,', '.' •. SIDE ELEVATION Copper b ---- ------ -- ----.---- ------------------------ -I TO MAN t i J TRAPPED :- (3/4" Type K Copper for 1. r �<'(� O.D. EXISTING GROUND TOE FILL ? Single Meter Installation) ALL THREAD ROD �• : -�nl -- CULVERT •'r�r:r:r.r .r.r.r.r•. 70' MIN. + i v�tifti'ti{ •ti•ti•ti•ti• i 1 VTR. MAN ;{t;t;•r. ••r {{{{t{!� 1 6„ EI 10' MIN, t f ti�ti•v ti .ti•{n.ti.ti -.- WASHRACK y I •- ' r.r. r.r.r• (OPTIONAL) �' r r•r �� STONE AGGREGATE - 1 I ti:tip ti:ti:tit�,tti:ti: r'rt••.:ti, 'I •r+r•r•r Cut ti:tiiti•ti 1•ti•tiK•1it: ti• ,ti. y S,•�•ti•t•yA • J+fjr• tj,�•r•.-. •l.l:f:�'�I:r:}•r l:l:r:� r•r•r.r. r.r.r•r.r.r•r•r•r M•r•r. r•r f•r•r•r .r '}�•r•r•r• _ p _ 10' HIN \ I I _ {•ti•ti•ti• .ti ti•;•'4•ti•ti•ti:•�i• S.ti.1.ti.ti•ti•ti•ti•ti.ti•ti•ti,.tiK•ti•1,•ti•1.5, ti••,•t.ti.ti•ti•�.t•;• t•L•Nti CLASS IJ t2' MIN." �-- - ExIST[lVG I i � t _� �{{{{{{{{{t{{{t{t;t{t;{{t{{{t;;{t{{{;{t{{{t{t.'{{;;{{:;t{t{t{t{• T p i c a l Dual Meter I n s t allation r•r• r r•r•r.r.r•r•r•r•r•r•r.r.r•r.r.r.r. r r•r•r•r...r.r.r.r.r.r.r.:.r.,.r.r.r.r. •r•r.r•r•,... r• PAVEMENT Not to Scale 36" MAX j (Plan View) TRENCH & BEDDING DETAIL ---- ------ ------,-------�-- ------------ ---- STONE BEDDING AND BACKF ILL 1'-6- -TOP OF MANHOLE AT GRADE IN PAVEMENT AREAS vEol e1 I ~� POSITIVE DRAINAGE o MIN SQUARE SKID PAD 6"THICK UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET COURSE AGGREGATE r0 SEDIMENT B TRAPPING oEvtcE _� , TOE OF FILL 18" MN ABOVE GRADE N EASEMENT AREAS. W - 4 • CONTRACTOR TO GROUT MANHOLE • ulfsT EXTEND FULL WIDTH c 'A" 'A 6 * GATE VALVED AIL \ '\`Cn\�trA,�&- OF INGRESS AND EGRESS OPERATION PLAN VIEW SILT FENCE l •�. -� 6- MIN.• 0 6' MIN. � -� - IN -► - COVER IN PLACE. DISTANCE IS 6' MINIMUM IF FLOW 4 BOLTS /4 DI IS TOWARD DABANKMENT METER BOX HARDWARE (3 A.) tz irM. D METER BOX e'' 2.0•• a ADJUSTMENT RINGS 0 1 " MAX.) ----� 3' MIN L— FLOW .A. .A. PIP ING METER SIZE YOKE* + 1 METER BOX COVER . �' _ DIA.-IN ..L:'.:.:.:'. DIA.-IN ,a •_ 33' MIN _ +-: }'':"-`.".- -- + - FORD NON -TRAFFIC FORD C32 YS02 TRAFFIC FORD C32H MAXSET ECCENTRIC CONE 3/4'' 1 5 GPM 1 8 In FILTER CLOTH 1 1 5 GPM FORD FORD NO 30 MONITOR *2 _ SO COVER IS DIRECTLY 1 •' SECTION A- A , 2 4 1 n M OPPOSITE THE DOWN t - Y504 COVER W/ RML-12 TOP LID a 6'-7" - -- r FORD FORD NO. 30 MONITOR *2 STREAM SEWER FORM BOARD (Typ) 1 504 24 in COVER W/ RML-12 TOP LID 25 GPM Y CONCRETE ASTM C-150 112OR 16"(typ) \ BACKFILL(Typ.) 1 40 GPM FORD 24in FORD NO. 30 MONITOR *2 4000 PSI ` r e •'' CROSS WITH PLUG DEAD END TEE Y504 COVER W/ RML-12 TOP LID 12 !r"+: * 1 IN NONTRAFFIC AREAS - 1 /2" THICK POLYETHELENE PLASTIC e • PIONEER 301 MASTIC APPLIED • '.. IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS a BETWEEN JOINTS f•_ GRADE TRENCH _ 6" MIN. *2 IN TRAFFIC AREAS - 3/4" x 30" x 30" STEEL PLATE WITH 22" DIA. CENTERED e' AND ON EXTERIOR REtNrnlzclD CONCRETE k�;,, ;iacl '♦.. �''�._- MACHINE EXCAVATION LIMIT " 6' MIN. OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN JOINTS ARE TO BE SEALED ; SIDE OF JOINT. .� ' '• • 'A' I WITH "0" RING GASKET SECTION B—B ;-� LID & REINFORCED CONCRETE BOX. TREATED 2" X a" WITH TOP �;1 In lieu of wood forming the •A• •D- 6" PANTED BLUE . VARIABLE .... 12 Trench fitting may be wrapped with _ 4.0 'a CONSTRUCTION OF A SI L 7' 1''I-.•.VCE Width as polyethelene, and the concrete METER COVER �' :'' ;': red to cam surround �: SET 2" ABOVE LD. PPE TO MANHOLE (WI WIRE SUPPORT Required you pletely St] ound T the fitting and against undisturbed VAR( S A FIN. GRADE PRIOR 18 .e. CONFECTION TO BE 3 .05 } 9 E S REQUIRED �'' STAKES V ] THE E SET 2 EXCAVATE A C E 4"X 4" 6— TRENCH ti (TO SODDING BYFLEXBLE SLEEVE '��':soil. The bearing dimensions ><'•}:::: '.. a;: UPSLOPE ALONG THE LINE 01' 6-thin against undisturbed soil shall >:. - I INVERT CHANNEL TO PROVIDE A STAKES I 111 PLAN C remain identical as shown ?:y'"• X SMOOTH TRANSIT ION IN TO OUT , ?•::, .. s Fz >:»> 3'-0" MIN. MAX TRENCH BOTTOM - �- '.'<'>_'' `.:`'<';' .r FOR ALL CONNECTIONS -- «denotes Hand Excavation 18"-21 " •f METER BY F.C.S.A. ti 20.. ptA)(--------- 4'-0" MAX. UNDISTURBED EARTH 3" STONE BEDDING METER BOX % 'D' . 12' min. for 10' Smaller Pipe { 30" DEEP GROUT BOTTOM OF MANHOLE tf_, •, ::.' TYPICAL SECTION "D' " 18" min. for 12'to 18" Pipe CORPORATION STOP SURROUNDING BOX ,r ti _ '.fl' -�•. _.: .• 1 TOP OF BENCH WALL FORM CHANNEL , = ry SEE W3 for A, B, C, DIMENSIONS I �' • Y=-` +t WALL SAME ELEV. ANGLE CHECK VALVE (III j 36" MN. •t - ./ f . a • .e•.r AS TOP OF PIPE i a WITH DRAIN VALVE • at I'. 3t Direction of Settingto be roved or to Installation 11 1/4 THRU 90 BENDS 8" MN ,• } p a FLOW / - FCSA APPROVED 45 LE YOKE CRIMPED is • a • 8" HYDRANT VALVE 6" BEDDING OF III III 1 VARIES AS REWD •A• ,A• sr \ _ ` 6 MN a68 STONE s • 6 •r•r•r• r•r•r•r r•r•r.r•r r•r• V I 6 GRADE .;-; 4' 1 MIN. MIN. r:f:r:f~r:r{if%rr:r r r r r r 1 WATER MAIN ^ 36"MAX. i:.'_.' tterlct] .r. '•.r. TYPE "K" COPPER TUBING CONTINUOUS 3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT wrid NOTES: 1 . Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. TO STAKES AND EXTEND THE EXCAVATED SOIL Concrete Pad _ 6" STONE BEDDING WITHOUT JOINTS FROM MAIN TO METER 2. Concrete adjustment rings must be used if adjustment elevation exceeds two inches. IT INTO THE TRENCH 1'-6" sq. x 6" D They shall 2" min. - 6" max. ey s a have an exterior coating of bitumastic water proofing. ' 3. Non -Shrink grout with shims may be used for final slope adjustment. NOTE: EXACT LOCATION OF METER BOX ASSEMBLY I r : r -- - - 14- - - ____ ___ _ _ TO BE APPROVED PRIOR TO INSTALLATION, 4. Skid pad to be placed around manholes located in shoulders of roads. i BARE WIRE WRAPPED II 5. Flat top casting shall be used on shallow manhole (6 ft or less) installations. �jAROUND VALVE BOX' :. _ METER SETTING PARTS 10 GAUGE INSULATED 1 a" STANDARD PRE -CAST MANHOLE DETAIL 36 min. COPPER WIRE - I ( I-::. -g LINE YOKE ANGLE ANGLE CHECK EXPANSION YOKE VALVE VALVE WHEEL SCREW TYPE - I I � t I.:'� SIZE - .. -{ 3/4" Y502 AV94-323W HHA94-323D [C-23 FLO r / 7 cu. ft min. 's5 Stone ADJUSTABLE VALVE BOX LATERAL 8 - k5 bars equally Undisturbed- HHA91-344 -- - >: spaced as shown Earth EC-4 1" Y504 AV94-444W I _ - WITH C84-44 II — IU , SHEET FLOW INSTALLATION Hydrant Tee P1'� SECTION (PERSPECTIVE VIEW) \ , a' REDUCER `� PIPE PLUGS, WYES, 6 po. description by ce,d. I 4 �;''.' ,. . Du TEES tt 1/4° 22 1/2° 45° 90' 3/4- & 1- WATER CONNECTION DETAIL REVISIONS I FLOW � .' s.' '�' A B C A B C A B C C A B C i.RA'J NG N0. a A Regency Lakes Estates A B � t�� 6" M.J. Gate Valve strapped 6, 1,_0„ 0,_9„ 1�_3,� 0,_6„ 0,_6„ 0,_6„ 0�_9�, 0�_9„ 0�_9., 1�_0,� 0,_9„ 1._3„ 1 _3„ 0,_9�, 1 _9„ to the Main Gilbert. T "4024.dw / B 14 - 8" 1'-3" 0' 9" 1'-9" 0' 9" 0' 9" 0' 9" 0' 9" 0' 9" 0' 9" 1' 0" 0' 9" 1'-3" 1' 6" 0' 9" 2' 3" Gilbert. W. . Clifford and Associates Inc. f7 �t g . " .• Form Board as Req'd tFebruary, 1995 ' Note: All thread rod to be stainless 10" l'-6" 0'-9" 2'-3- 0' 9" 0' 9" 0'-9" 1'-0' 0'-9" 1'.3" V-3" 0'-9" 1'-9" V-9" 0'-9" 2'-6" Section D PROFILE steel or tar coated SHEF 18 l t 2" 1'-9" 1' 0" 2' 6" 0'-9" 0' 9' 0'-9" 1' 3" 1'-0" 1'-6" 1' 6" 1'-0" 2' 0" 2' 0" 1'-0' 3' 0" Engineers Land Planners Surveyors • Standard Details 14" Z,_0• 1'-0" 3'-0" 1'-0" 1'-0" 1'-0" 1'-3" 1'-0" 1'-6" 1'-9" 1'-0" 2'-6' Z'-6" 1'-0" 4'-0' t , rJ POINTS A SHOULD BE HIGHER THAN POINT B 15O-C ']ide Greenwich Dr. POO ^forth Cameron St. `� , FIRE HYDRANT ASSEMBLY DETAIL 16" Z'-3" V-O" T-s" 1'-0' t'-o" 1' o" t -s" t'-o" z o" z o" t -o" 3'-0' 2'-9" 1'-0" 4'-s° Inchester, Virginia 2�5ui DRAINAGEWAY INSTALLATION redericksburg, Virginia 2P401 (FRONT ELEVATION) 18" 2'-6" 1 -3" 3'-9" V-3" 1'-3" 1'-3' 1' 6" l'-3" 1 9" 2'-3" t -3' 3 -3" 3 -O" V-3" 4'-9" `,% 03) 898--2115 (73) 55 i 2139 � ?v I I OF T5