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Home My WebLink AboutSDP201500001 Plan - Approved 2015-07-02l • L OWNER. 061 AO -00- 00- 02900 Sheet Title CATHOLIC DIOCESE OF RICHMOND COVER SHEET 7800 CAROUSEL LANE PHASING PLAN RICHMOND, VA 23294 ARCHITECT• TRAIN + PARTNERS ARCHITECTS SITE PLAN 612 E. JEFFERSON STREET ACCESS ROAD PLAN & PROFILE CHARLOTTESVILLE, VA 22902 ENGINEER. COLLINS ENGINEERING DRAINAGE PROFILES & CALCULATIONS 200 GARRETT ST SUITE K, LANDSCAPING PLAN CHARLOTTESVILLE, VA 22902 DITCH PROFILES & CALCULATIONS TELEPHONE. ° (434)293 -3719 FAX: (434)293 -2813 CONTACT- MR. SCOTT COLLINS, P.E. EMAIL: scott@@collins-engineering.com TAX MAP NO.: 061AO -00 -00 -02900 (D.B. 1802/ PG. 311) AREA: 17.09 AC. ZONING. • R -4 RESIDENTIAL (UNDER SPECIAL USE PERMIT SP- 98 -67) PRE - APPLICATION MTG. NOVEMBER 17, 2014 BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET PER R -4 DISTRICT EXISTING ENTRY CUPOLA 36' PER HEIGHT ALLOWANCE PER SECTION 4.10.3.2 CODE) EXISTING BUILDING AND PROPOSED BUILDING HEIGHTS SHALL NOT EXCEED 35' MINIMUM BUILDING SETBACKS: FRONT SETBACK. 25' SIDE SETBACK.- 15' REAR SETBACK: 20' EXISTING /PROPOSED USE: EXISTING 40,863 SF f K -87H GRADE SCHOOL BUILDING PROPOSED 5,968 SF f SCIENCE BUILDING ADDITION OWN 1 1111 MINOR SITE PLAN AMENDMENT SUBDIVISION STREETS CURB & GUTTER WA TERSHED: MEADOW CREEK WATERSHED TOPO & SURVEK TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR COMMONWEALTH LAND SURVEYING IN NOVEMBER, 2014. NAD 83 FLOODPLAIN. FEMA MAP NO. 51003CO287D, DATE: 214105 NOTE: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS. ADJACENT PROPERTY OWNERS: SEE OVERALL PLAN SHEET 2. PHASING. SEE OVERALL PLAN AND PHASING PLAN SHEET 2 UTILI TIES. EXISTING WATER AND SEWER LIGHTING. NO LIGHTING PROPOSED WITH THIS PLAN. STORMWA TER MANAGEMENT- A PROPOSED LEVEL 1 BIORETENTION BASIN WILL PROVIDE WATER QUALITY TREATMENT FOR THIS PROPOSED PHASE OF THE DEVELOPMENT. AN EXISTING DOWNSTREAM DETENTION FACILITY WILL REMAIN AND WILL PROVIDE WATER QUANTITY TREATMENT FOR THIS PORTION OF THE SITE. PARKING ANALYSIS PER APPROVED SDP -1999 -130: (CURRENT PARKING FOR EXISTING K -87H GRADE ONLY) TOTAL STUDENT OCCUPANCY 600 (PER SP- 98 -67) 280 ELEMENTARY SCHOOL STUDENTS: 280 STUDENTS = 24 SPACES REQUIRED 120 MIDDLE SCHOOL STUDENTS.- 120 STUDENTS = 11 SPACES REQUIRED 200 HIGH SCHOOL STUDENTS 200 STUDENTS = 67 SPACES REQUIRED K -8TH GRADE REQUIRED: 35 SPACES EXISTING PARKING SPACES PROVIDED: 82 SPACES WITH 5 HANDICAP SPACES PROPOSED PARKING SPACES PROVIDED: 12 (PHASE ll), 29 (PHASE Ill) TOTAL PARKING SPACES REQUIRED: 102 TOTAL PARKING SPACES PROVIDED: 123 General Construction Notes 1. Prior to any construction within any existing public right -of -way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1(horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in orderto stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296 -5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of so or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat far this project expire priorto signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. io. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are S mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross - drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. SHIEZET LAYOUT 0' LEGEND ROADS EXISTING CUL VERT a„ ... EARTHDITCH CUL VERT DRIVEWAY CUL VERT A DROP INLET & STRUCTURE NO, BENCHMARK CURB ® CLEARING LIMITS CURB & GUTTER T PROPOSED PAVEMENT VDOT STANDARD STOP SIGN - - - - - - EC-3A DITCH 200 -------- EXISTING CONTOUR DEPTH OF EC 3A DITCH 20o PROPOSED CONTOUR 6" EC -2 DITCH �4 °•55 PROPOSED SPOT ELEVATION TBC DENOTES TOP /BACK OF CURB DEPTH OF EC-2 DITCH T/B DENOTES TOP OF BOX 6" VICINITY MAP 2,000' Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 PHASING PLAN 3 EXISTING CONDITIONS & DEMOLITION 4 SITE PLAN 5 ACCESS ROAD PLAN & PROFILE 6 NOTES & DETAILS 7 DRAINAGE PROFILES & CALCULATIONS 8 LANDSCAPING PLAN 9 DITCH PROFILES & CALCULATIONS �7 loll[# _JgJ4 TOTAL NUMBER OF SHEETS GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. nDAIAIAr'C s. ALL PIPE CUL VERTS, EXCEPT PRIVA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITHA MINIMUM COVER OF ONE (s) FOOT. z. STANDARD UNDERDRAINS (CD -:z OR CD -2 OR UD -4 `S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEW4 Y ENTRANCE PIPES SHALL BEA MINIMUM OF TWENTY (2o) FEETIN LENGTHAND HA VEA MINIMUM DIAMETER OF FIFTEEN (15) INCHESAND SHALL BE PLACED INACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATERCOURSE. PAVEMENT s. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN so, COLLINS ENGINEERING WILL BE REQUIRED TO SUBMIT FOR ALBEMARLE COUNTYAPPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THEAGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE ISAPPLIED PRIOR TO 6o DAYS, THEPUGMILL REQUIREMENT WILL APPLY. 5. THE USE OFANAGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BEAPPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IAPPLIED. 7. PRIME COAT MUST BEAPPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OFASPHAL T(PRIME COAT RC -250 @a 0.3 GAL. /SQ. YD.). 8. BITUMINOUS SURFACE TO BEAPPLIED INACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT.• POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALL YAUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAYBE LOCATED WITHIN THE STREETS RIGHT OF WAY. U, Lr' Q 00 o ° M Ln L Z W o z M W Q ooU� Q c3 z Z Z g CZ fl� CL o D �WW Z Q Z =z ° ¢ ¢ o O ZO -J J w w � J PO4 U) Q m CO Q w a ¢ m ° Co W CL a Q Q IM4 ° o Q > > ° w � � Z ce Ce U, Lr' Q 00 o ° M Ln L r ; VDOT 5TD. C(3-7 I �....,." .___ -- SEE DETAIL S HEET 6 XISTING 8" DIP WATERLINE � .1 XISTING 8 PVC SANITARY S EWER XISTING FIRE HYDRANT NOTE: CONTRACTOR SHALL NOTIFY AN ACSA 1 I ... INSPECTOR PRIOR TO AND AFTER GRADING I T r' o OCCURS TO DETERMINE IF A RISER IS SEE SHEET 6 FOR ASPHALT ' }T REQUIRED ON THE EXISTING FIRE HYDRANT I ri PAVEMENT DESIGN I r' 4 t NOTE: AREA BETWEEN CONCRETE RIBBON AND BASKETBALL COURT SHALL BE STRIPED j ° AND LABELED "FIRE LANE, NO PARKING" r { 04 _ PROPOSED EMERGENCY 7` TURNAROUND AREA 20, g i 1f I CID.. CID :. � DDnDnCCn DAI /CPI ROORYARD DRAINAGE SCHEDULE ST NO. i7IA. in, PIPE INFORMATION LENGTH SLCiPE INVENT 1N�JI =RT €t. °l6 IN OUT RIM ELEVATION A 438.50 A-13 8 27.6 _ 11.23% 432.00 428.90 w B D d 433.90 B -+ C 2 23.7 2. i13a1� 428.901 428.4;2 w { C Lu -7,64 y y y� 433.90 C - D '12 68.8 20196 428:42 42 O D a g 435.20 D - E E 12 47<4 2.00% 42T04 426.89 43530 E - STR:2 12 52.0 3.066/6 426.03 424.50 W w F p � ce ce 435,30 F - G 8 82,0 2,009'6 430.30 428:56 G ® J W W 43:5,30 G- H 8 ITT 2.00% 1428,6-61-42832 �--- H -j Q ce H 435.30 H-1 8 17.4 2:011% 428.32 427.97 f I 1 - J 8 105.7 2.01 Y. 1 427.97 425:85 435.30 J ¢ Ln Ln 435.30 J - EX-2 8 1 51.6 2,62% 425.85 1424.50 z �r 0�T�1 SCOT R. COLLINS'tZ Lic. No. 035791,E o`�SrpNAL E�� w to w z t9 J 00 n. D_ Q Lr, Ln U*l u", uj o L i L s w w D d � � w Lu O O Q O z a g z 2i 1 ui O O U W w p � ce ce 0 z LL ® J W W M CO a. �--- Q -j Q ce H m Lu CL a f Ln J W W ¢ Ln Ln LU z Lu Lu Lu w to w z t9 J 00 n. D_ Q Lr, Ln U*l u", uj o L i L s ui d Lu 1 ui a. a f r 1 ui i i ui Lu • ce •- NO. SCALE i; 1 =201 SHEET NO. 475 N. [a 470 ri -2.00% > m 465 1 (0 - - - - - -- -------------------- 4- HIGH PT STA: 15+22.66 HIGH PT ELEV: 466.03 PVI STA:3.6+22.66 PVI ELEV'.465.03 K:27.25 LVC:200.00 ROPOSED GRADE 450 lZ 0 %D -tn + -,t r� Lij t-1 6i U u LLJ LIJ EXISTING GRAD LOW PT STA,: 19+32.50 LOW PT EL,EV: 439.95 PVI STA: lg+oo.00 PVI ELEI/:441.91 NOTES: ko m 0 H 0 :L. ALL FILL 2. MINIMUM 3. SEW TO BE PLACED AT95%COAPACTION. 3' OF COVER MUST BEM & W/L AND ilLs'OF SEPARATIION INTAINED OVE BETWEEN R W/L. W L & 4 't Ln Ln 0 LOW PT STA.: 20+42.50 -0 0 ri Lij + + rn kD W > `t 0 > 0 ri 1�1 rl rl r't i 't u > Ln 46o 0i Lu u u u u oi Lij i u U 6i U U > a > 0 4 L PVI ELE m m m CD I Lu U z C) K:36.9S � � LOW PT STA.: 3-4+2S.00 :5z N -4- Ln kD 1.0 I LV& 5-00 CL HIGH PT STA. 11+54'64 LOW PT ELEV: 467.01 a) 0 cq 00 fn m m ce W 0 0 HIGH PT ELEV: 470.�6 PVI STA: 14+00.00 U U z 455 { P�l STA::Ll+2i.961 PVI ELE11:467.26 Q ce ce ce t K:12-42 LVC:3.00.00 LVC: 0.00 < L 0 z LL 450 lZ 0 %D -tn + -,t r� Lij t-1 6i U u LLJ LIJ EXISTING GRAD LOW PT STA,: 19+32.50 LOW PT EL,EV: 439.95 PVI STA: lg+oo.00 PVI ELEI/:441.91 NOTES: 0 Ln r4 W 0 :L. ALL FILL 2. MINIMUM 3. SEW TO BE PLACED AT95%COAPACTION. 3' OF COVER MUST BEM & W/L AND ilLs'OF SEPARATIION INTAINED OVE BETWEEN R W/L. W L & SANtARY SEWER � �UST BE PROM ED. LOW PT STA.: VRTICAL qRAPHIC 'SCALE - - -� -_ _ .__ �__ __ _.__�_- - - - -- - - - -_ -- j - - - -_ __- -- - - - -__ I __._ - - - - -- _- ..___ -_ -_ -- __ - -- - ------ - -__._ _ ___ - - - - -_ _.- - - - - -- - - -_ - - - - -.. _.__� o .t 0 -c 445 _-i -20 fl, 00 N 23 V) -5t 0 + + 0 Lij N Li u > F LL EET I > LL ui FEET inc IL- 5 ft. -------- -- 440 0. 0 0 HORIZONTAL GRAPHIC 50 0 25 50 I 100 1 200 435 I inch = 50 ft. 430 EXISTING 15" RCP STORM rpnczqwr. LOW Py STA: 21+99.1.: LOW .T ELEV: 431.05 PVI t,LEV:430.53 I K:3l.S6 LV,C:i35.00 0) 1p 0 Ln r4 W 0 Ln Lo L" 0 rl + 00 N M + (3) CA m -It - LOW PT STA.: 20+42.50 -0 0 ri Lij ri Lu u 0i > u ui > `t 0 > ------LCAN PT-Et--E-V-.--434--4-9- ui u > Ln > Lu PVI STA: z0+00.00 > a > 0 4 L PVI ELE :435.88 U U z C) K:36.9S � � f ko ko CO 110 It :5z N -4- Ln kD 1.0 I LV& 5-00 VRTICAL qRAPHIC 'SCALE - - -� -_ _ .__ �__ __ _.__�_- - - - -- - - - -_ -- j - - - -_ __- -- - - - -__ I __._ - - - - -- _- ..___ -_ -_ -- __ - -- - ------ - -__._ _ ___ - - - - -_ _.- - - - - -- - - -_ - - - - -.. _.__� o .t 0 -c 445 _-i -20 fl, 00 N 23 V) -5t 0 + + 0 Lij N Li u > F LL EET I > LL ui FEET inc IL- 5 ft. -------- -- 440 0. 0 0 HORIZONTAL GRAPHIC 50 0 25 50 I 100 1 200 435 I inch = 50 ft. 430 EXISTING 15" RCP STORM rpnczqwr. LOW Py STA: 21+99.1.: LOW .T ELEV: 431.05 PVI t,LEV:430.53 I K:3l.S6 LV,C:i35.00 0) 1p t 142106 0) rl 1p r! Lo L" 0 rl + 0 uj + N N L Jul U 57 Z u 0i > u ui > `t 0 > rn I ui ->8 9, ,0 EXISTING 8" DI WATERLINE CROSSING 3 P rc A ING GRADE OSED GRADE T 0 ,SCOTT R. COLLINS'� Lie. No. 035791 rdh W LLJ D lo 0 Q- 142106 Lo L" z SCALE uj Lu 57 Z Z `t 0 Lu Lu z a 0 0 4 L 1.0 U U z C) z � � cn r! r- w t.0 ko ko ko CO 110 It :5z N -4- Ln kD 1.0 z m V) ri 00 10 M CL CL n m a) 0 cq 00 fn m m ce W 0 0 N 0 0 kD 14 0 ry) en u t.0 H 1�0 00 00 0 cy) ri 4- m m M U U z - Llj Lu Q ce ce ce t 0 < < L 0 z LL :;7 2E: - 0 _j LLJ Lu r 16+5o V) 17+50 m ca Alk %n > uj 20+50 < & ce C 22+50 ce 24+50 25 Lu uj 7.4. rf% co D CL Q- U) 0 0 L > -j w V) uj in c < - - E > > r L uj LLu LJ t cc z ce Q� W LLJ D lo 0 Q- 425 142106 Lo L" 'n SCALE uj 1 50' EXISTING 8" PVC SANITARY SEWER CROSSING SHEET 07: 00 `t `t C> LO Ln 1.0 425 142106 SCALE 1 50' EXISTING 8" PVC SANITARY SEWER CROSSING SHEET 07: 0*) (3) CO N Ln M Ln W co w W ko LI) rq Ln fr-� Ln H 1.0 0 U? 0 q) IP kq di 0) 0 di 6 00 cn 00 00 w k.0 k.0 r-, 9.0 r� Lo ko ko ko ko t.0 110 ql r�l ko ko cn r! r- w t.0 ko ko ko CO 110 It (i CO Wo ko 4.0 It N -4- Ln kD 1.0 to 0 I w 0 m V) ri 00 10 M 0) 14, 00 Ln LA r4 ri Ln (N --t Ln Ln 't Ln -�t 00 kD rlA 01 Ln rNI 00 rn a) 0 cq 00 fn m m re k.0 1.0 m M 1-t N m 0 00 r! N vq rl ri UD r4 rn m N 0 0 kD 14 0 ry) en k.0 N (.0 0 tD 0 cy) --t 00 0 m 0 ri C4 li lz� M m rn m m t.0 H 1�0 00 00 0 cy) ri 4- m m M w 00 w 00 rl� m M cyi z BEEN= cy) 1S +1;0 16+oo 16+5o 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25 +00 25+50 7.4. rf% 1L+rlo 1rl+00 Al Lu 0 uq) Lu F- uj u- 0 0 ry "0 11-4 C6 E 0 11) 0 -c 0 0 U V) U Lu > E C, u U 0 < C) Z_ LL LL F- LL < Uit Ull W z P-4 c > vl c c uj c 0 ry < O ui u Lu uj m c M Ln T JOB NO. 142106 SCALE 1 50' SHEET 07: NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED BY AN ENGINEER TO CERTIFY THE CONSTRUCTION OF THE ROADWAY FOR FINAL ACCEPTANCE BY ALBEMARLE COUNTY: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED, v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii- THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER AND ALBEMARLE COUNTY A MINIMUM OF 48 HOURS PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. QE�NERA4 NOTES. t it`IE ?NTEC1,Pr3LE WAR tMi17 Stt41 BE P"YM 1Tr T�li,t"03E6 DOMES. .. 2, OE.�D3dc Y14TN.MA' Ri'SiS`t•kW'e 4MTEC1't•. SURF.?IGC O'[RYfk",, T1� PLR.r, Mr E:J %Yf OF .IiF R J RW 2 .r`140T IN L24 T0 tH I4O T6 C1 STRIA,F7 tAAAcL, Qir E rrPcS, OF MArZ M MTH r1+E TPQK_A`MO r s DETl:CTAbLE Iu t� A+AY B wltx TK ROVAL O THE Etu^EM R. TYPE A . %,Qg $*FS OF L'ks2ti RAAiP UAY BE P � RFa M�4CITITOC&ILY WITH R PERF�EiVi3IC6JLirR FLOOR CR BY U.SM FERiA`5538LE CON &$RLSCT3C4N ,tCkkVT WIMH RECORE`J BAIRS, 4, ?` RAMP FLOOR 0 EL Ei*S W TftA" PD kMexC3 3"'/„Afi D 51OC`.S C,Atd Bt GA:xT !N 3'S.AOS, Ab'TmFt PLArEWE T QC - RRFCAST RAP FLOOR. PRFCASST eoucmE NkAi;s". Ar mksi1^a" A -4. 3. RElYtJ4REB EARS ARE id BE NO, 9 X 41-PLACED V CEIIEP, TO CEWER ALOW,4 g4 SAS tap N OAW F"6601 MS-WP`rH W RA#P rLOl5k NNIA# CC4CRE4F COVER la,. 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'EM.E E .7ilENiS C+i R FAC'LrT' "' YkaAT CAN BE .APPROACHED, ENTERED AND O w� �snrstrS, d RAW S MAY OF #`LACED 04 RA Xk +?P- T.."ENTIAL, StCfl ASS PROVOED TRAT HIM �'°�'�°g°•" ,2^ -.•�•r TK CL, l'T'o£NRUG IS 1,LACED Wrl- N THE LIMITS GF THE -GRY7^SSWALX AND, �" ` AT `,K > 1" IfiGEFR ritAN PHMI Tom. 9iopt AT Ttit �GTION Of THE ICU 4� 65 "°"-` AT 9 Gtf" d' A.WF44R'S PERPENDiOL?;:AR Ica T'u£ CURB„ AT '. ' , S kE A TOP 4 :LIRR . TA a�1P FT � r I wI �1 TTtI raT 4 (Agli r TYPE C tTe T4+E ry, i1T OH I)1T PATS Amv x;RUC i Ar k ^,.R TER T€ '.=0,RD � =+s 6N 4AL CIfMANCE (FEAVV PARALLEL LEL 9A PERi NOICULAR . Tfi?BCX ;<RrAT�IC3 ��rt N.T. 1'shlif C4,RY R,� S ACRE'- U'Er�, fi� Ci.YlidLt4R�.T4C,t VNtXN .A tkiAkYE' 0 4 P,h ?t3; Fsi[1079Mi -IM lYBkTtk `- A1Ae;L T:NE 'WTIkTM 12F TW,s' SHiiTEE33 Wr PATH . I: •O Q Off 9 . 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COAT (VDOT • STONE COVERING �Illlitllllllllllllllillllltlllllllililtlllllllllll EXISTING 4" COMPACTED -••• ••� ••� ••, ••♦ AGGREGATE BASE COURSE loo'o, 'o, n 0 COMPACTED SUBGRADE ASPHALT PAVING ROADS & BASKETBALL COURT NO SCALE Sin Face of =Curb � 12 in - / -R)ITI a 1 in <. T 4 .. a d z 41 Q- Builder's Option; Area may be concrete: 5 Bottom of curb may follow slope of CN sub base provided a minimum depth of 7 mcnes is maintained. `din 2 ft 0 in " Curb 'Std. CG -7 POINTOF CJL CG -7 CURB & GUTTER FINISHED GRADE ai 2" ASPHALT 2% (SM -9 "5) EXIST. GROUND ! 6 " VDOT 4 " LID -4 1 2 A UNDERDRAIN STONE EXIST. GROUND BASE 3' 7 0 0° ° 47GRAVELBASE (VDOT 2zA) a8' (TRAVEL & PICKUP LANE) 1 I T 36' ACCESS ROAD SECTION (36' E%P - E /P) DESIGN SPEED: 20 MPH (NOT TO SCALE) a� EXIST. GROUND Z� EXIST GROUND POINTOF CIL Location Design CG -7 CURB & GUTTER FINISHED GRADE CG 7 CURB & GUTTER Dr �- 1Z 2 "A&IHALT I Dp EXIST- GROUND (SM -9.5) mim & ounn. EXIST GROUND •; +s S • e MOLDED WT .. GASKETED ,90 °BEND 0 1-89 °� EXISTING 4" GRAVEL 6" t/DOT 1A STONE 6 "VDOT 4" GRAVEL BASE t3�' 4' UD-4 EXISTING 4" GRAVEL UNDERDRAIN 6 T BASE 2.25 (VDOT 21A) SUB -BASE (MIN.) STONE EXIST GROUND EXIST. GROUND (VDOT zz -A) BASE 3' e data` ' MK HDPE PIPE (TYP) _• °'' (TRAVEL & PICKUP LANE) NMI• Np R X t*E'. - -U� X `"A � ASV. V10 F (5f1 x 39 x 4.5 cm) 2.14 s1 (TRAVEL LANE) (TRAVEL LANE) NORMAL. EARTH FOUMATION ROCK FOIU RATION OTHEFiVASE UNSUITABLE MATERIAL zo' PME PROJECTION ABOVE GROUND LINE MOUNTABLE CURB ACt:ESS ROAD SECTION (2o' E/P - E /P) WIN. 1.3 K.p R4N. 1 s x D MOUNTABLE CURB DESIGN SPEED. 20 MPH l - &r-TOP OF PkI,L, °^`i7P i3F (NOT TO SCALE) 1 TOP OF ntL°� «* POINTOF CJL CG -7 CURB & GUTTER FINISHED GRADE ai 2" ASPHALT 2% (SM -9 "5) EXIST. GROUND ! 6 " VDOT 4 " LID -4 1 2 A UNDERDRAIN STONE EXIST. GROUND BASE 3' 7 0 0° ° 47GRAVELBASE (VDOT 2zA) a8' (TRAVEL & PICKUP LANE) 1 I T 36' ACCESS ROAD SECTION (36' E%P - E /P) DESIGN SPEED: 20 MPH (NOT TO SCALE) a� EXIST. GROUND Z� EXIST GROUND Table 4: Pavement Design (VDOT Pavement Design Guide) VDOT STD. CG -6 CURB & GUTTER Pavement Design (Based on VDOT Requirements & Standards CG-7 CURB & GUTTER Location Design CBR SSV Dr a :1 2%_ Sub -base h a Dp EXIST- GROUND dw °° ° S mim & ounn. INJECTION •; +s S • e MOLDED WT .. GASKETED ,90 °BEND •E;•�' ° •!!•ti EXISTING 4" GRAVEL 4" UD 4 6 "VDOT 5 SUB -BASE (MIN.) UNDERDRAIN 214 2.25 (VDOT 22-A) 0 STONE BASE EXIST. GROUND 8 0.6 3' e data` 28' MK HDPE PIPE (TYP) _• °'' (TRAVEL & PICKUP LANE) NMI• Np R X t*E'. - -U� X `"A � ASV. V10 F Table 4: Pavement Design (VDOT Pavement Design Guide) VDOT STD. CG -6 CURB & GUTTER Pavement Design (Based on VDOT Requirements & Standards R = 1.0 Location Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp • _ . ADT mim & ounn. INJECTION •; +s S • e MOLDED WT .. GASKETED ,90 °BEND •E;•�' ° •!!•ti ACCESS ROAD 60 5 5 4.64 SM -9.5 2 2.25 N/A 0 0 21A 8 0.6 9.30 NOTE: CONTRACTOR SHALL OBTAIN CORE SAMPLES ALONG THE EXISTING TRAVELWAYTO CONFIRM DEPTH OF EXISTING STONE BASE. CBR VALUES SHALL ALSO BE DETERMINED TO CONFIRM REQUIRED SUBGRADE SOIL CHARACTERISTICS. 'PEDESTRIAN TRAIL 4" CONCRETE- ►% MUL TI-PURPOSE w � NO SCALE DOWNSPOUT ADAPTER INSERTED IN RISER PIPE BUILDING FACE NOTE: ALL DIMENSIONS 0 2007 ADS, INC. ARE T i/2 FOOT. VMCED DRAINAGE SYSTEMS, INC. (-ADS-) HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS ' AWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN ROOF DRAIN R/ 45 DEG RVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS WYE CLEANOpT 4640 TRUEMAN BLVD ,OVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL HILLIARD, OHIO 43026 0... VIEW THESE DETAILS PRIOR TO CONSTRUCTION, IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS mu. OVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DRAWING NUMBER: STD -TOOT AMR= DRANWE SYSMAS. W. TAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. °• a PAR'! # - !r1 •a�• ° !i ' PROJECTION OF PIPE ABOVE MOUND L(rE ° r% T0P GM` FILL TOP OF fPiL INJECTION MOLDED WT BEND r►��; ~� ! �! 4.5° • _ . ACCORDIMT°OPLANS mim & ounn. INJECTION •; +s S • e MOLDED WT .. GASKETED ,90 °BEND •E;•�' ° •!!•ti CONNECTION '° E 1B•r ° liCk�AR f} 501 2" D/z 4,• D12 rif 1 t a Oil OS 61894111 STNS. D12 c -- i"inkired l%gh diw-1 tar Poveth eno fHVPE), O � �' DTERIiFL s• wA clWr TERTr ,IQddT e data` 4>y MK HDPE PIPE (TYP) _• °'' BUILDING FACE NOTE: ALL DIMENSIONS 0 2007 ADS, INC. ARE T i/2 FOOT. VMCED DRAINAGE SYSTEMS, INC. (-ADS-) HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS ' AWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN ROOF DRAIN R/ 45 DEG RVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS WYE CLEANOpT 4640 TRUEMAN BLVD ,OVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL HILLIARD, OHIO 43026 0... VIEW THESE DETAILS PRIOR TO CONSTRUCTION, IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS mu. OVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DRAWING NUMBER: STD -TOOT AMR= DRANWE SYSMAS. W. TAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT. MIN. le1I7.C.>;�..�,,..� rODING MIN -tyro 01 I�IF31 .. .... .T X D X MATTT(R81At, AAt1. 1 /TOO " ....9E9i71NG 1t - -EART1 D MATERr I ,. 8€DarMG AL - � OH - kIATERIAL NORMAL EARTH FOUNDATION MIN.8', ROCK FOUNDATION FOUNDATION SOFT, YIELDM, OR MAX. " OTHERWISE UNSUITABLE MATERIAL BEDT M DM OED N ACCORDANCE WITH NOTES4 SECTION 302 THE ROAD AND BRWA - - SPECIFICATMNS. FCB+V 1?LA9TIG Pg'E, TtfE (,IMt75 OF THE GLASS .L 8XI(FILL MATERIAL SHALL BE CLASS T BACKFILL MATERIAL H ACCORDANCE. EXTENDED TA 12" 1WMVE THINT08P OF THE NFE. WITH SECTION 902 aF Tit£ WAD AM BRIDGE SPECPICATIONS, - FOR GENERA NOTES ON PIPE HEADING, SEE INSTALLATION OF PIPE 0AVERTS MM WIT" Tip LL ATFRFiE R4 R ACCORDANCE E : _ MFrd�D5SSyFORM .,ppS��EggWE$R{SS GENERAL NOTES ON2ESHEET 107.01 . 5PECrrRGAT70NS. - ,CACGNE614TEL51'LE 26 ANk7 26 MAY BEL US NdE E sG1ASS I Bi fLLI WN SRM 1 OF .4 SPEWXAM RIFEITW INSTALLATION OF. PIPE CULVERTS AND STORM SEWERS W2 CIRCULAR PIPE BEDDING AND BACKFILL METHW I1 " Y AU3 VRA�: OEPARTIISTIT OF TpA7�POR7AT10N IO7:01 cc-e PAR'! # - NO PROJECTION OF PIPE ABOVE MOUND L(rE X TM #TEAL MAY IN PRECAST OR CAST N PLACE. T0P GM` FILL TOP OF fPiL 70P l fill GROLiItlO L 3IdEi1YdE #[ : CCMItlP7p LMtE H` GROUND UNE H ACCORDIMT°OPLANS mim & ounn. n _fi _ ELI 4 L*Va ^. FLOW LIN . a EAR 4 .�. 7iDCK.OB. ` UNYtE1.ONKi r A ....EARTH ' THE PAVEMERT, liCk�AR f} 501 2" D/z 4,• D12 rif 1 t a Oil OS 61894111 STNS. D12 c -- i"inkired l%gh diw-1 tar Poveth eno fHVPE), 1 DTERIiFL t.. wA clWr TERTr ,IQddT . 4>y MK PidN: kATC1 0 20'TRANSITION.. . x MAT�ERf�Ai. NMI• Np R X t*E'. - -U� X `"A � ASV. V10 F (5f1 x 39 x 4.5 cm) 2.14 s1 IN. Ff}tiND SOFT, Y� . OR NORMAL. EARTH FOUMATION ROCK FOIU RATION OTHEFiVASE UNSUITABLE MATERIAL HM90AR Calls aach 2 -1;1'x r /rth 7-,OW PME PROJECTION ABOVE GROUND LINE MOUNTABLE CURB _ MIN, 1.8 x 6 -A • AfMi. l .,^ 5 x D �. WIN. 1.3 K.p R4N. 1 s x D MOUNTABLE CURB 6- -. Ad W. t-B s D �.(..,., MNtl. s5 z i1 -' l - &r-TOP OF PkI,L, °^`i7P i3F Fi1.L 1 TOP OF ntL°� «* MIN. le1I7.C.>;�..�,,..� rODING MIN -tyro 01 I�IF31 .. .... .T X D X MATTT(R81At, AAt1. 1 /TOO " ....9E9i71NG 1t - -EART1 D MATERr I ,. 8€DarMG AL - � OH - kIATERIAL NORMAL EARTH FOUNDATION MIN.8', ROCK FOUNDATION FOUNDATION SOFT, YIELDM, OR MAX. " OTHERWISE UNSUITABLE MATERIAL BEDT M DM OED N ACCORDANCE WITH NOTES4 SECTION 302 THE ROAD AND BRWA - - SPECIFICATMNS. FCB+V 1?LA9TIG Pg'E, TtfE (,IMt75 OF THE GLASS .L 8XI(FILL MATERIAL SHALL BE CLASS T BACKFILL MATERIAL H ACCORDANCE. EXTENDED TA 12" 1WMVE THINT08P OF THE NFE. WITH SECTION 902 aF Tit£ WAD AM BRIDGE SPECPICATIONS, - FOR GENERA NOTES ON PIPE HEADING, SEE INSTALLATION OF PIPE 0AVERTS MM WIT" Tip LL ATFRFiE R4 R ACCORDANCE E : _ MFrd�D5SSyFORM .,ppS��EggWE$R{SS GENERAL NOTES ON2ESHEET 107.01 . 5PECrrRGAT70NS. - ,CACGNE614TEL51'LE 26 ANk7 26 MAY BEL US NdE E sG1ASS I Bi fLLI WN SRM 1 OF .4 SPEWXAM RIFEITW INSTALLATION OF. PIPE CULVERTS AND STORM SEWERS W2 CIRCULAR PIPE BEDDING AND BACKFILL METHW I1 " Y AU3 VRA�: OEPARTIISTIT OF TpA7�POR7AT10N IO7:01 VDOT STD. CURB A --+4 -1 INLET (DI -3) D•5 . cc-e PAR'! # - NOTES; TM PRINT analigE$WurtNATTM_ X TM #TEAL MAY IN PRECAST OR CAST N PLACE. a 2- C010IIETE TO BE r.YAl A3 IF CAST % RACE, 4000 PS: F FMCAST. A7YL TNAS TA4WfflGHTS 7NER@xpr d.. C049TIEPM QM & 061TTE:t A OTAOflIS CH ffl� .3C OF I FEET SE 4,,W Iran ACCORDIMT°OPLANS mim & ounn. n _fi _ ELI 4 L*Va ^. FLOW LIN . a THE THE tE th61L4STR1lDTpD PA1tARLa TO TIE SLOPE _..v. AC61lRI RE4y OOLR "a AND TO T16 OFPTH OF T�iMtC0FT Mi94+O?ORAWWH THE PAVEMERT, liCk�AR AiM M t o FOR TW USE OF CG-6 2" LS ON HOMNAY d2ASNICATOOM AM 1 hi R rif 1 t a Oil OS 61894111 STNS. Wi -- i"inkired l%gh diw-1 tar Poveth eno fHVPE), 1 i X FORTHEiI�'a1OSURE TOOWERS ... 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AC61lRI RE4y as °FCgW LIFE, T�iMtC0FT Mi94+O?ORAWWH 6 sM' t�A liCk�AR AS' CM0& 112PpRCM�A7EDtIDP 'E(N�R•f21HANfX7RCiLLMt.Wlttj, 4 "MIN a d n1��lzrtlL.Y�lil�� t{12i1P, 11'4+yG SS1MER. - - -. --- -- i"inkired l%gh diw-1 tar Poveth eno fHVPE), 1 i X FORTHEiI�'a1OSURE TOOWERS wA clWr TERTr ,IQddT . 4>y ........... .... (OORRLJOATEDHOPESHO !) 20'TRANSITION.. fl" �,, t1�Y6lLAi2MttT£ RW .4tEki'INGTNEFIE�1('t3pP41r4£5 #t 4 Catr18. 19314'x 75.114 =x 1,&4, COVERING (5f1 x 39 x 4.5 cm) 2.14 s1 CLASS NMAMIALASGEMED INAS'(MDM.BODRIGASAC 9LL pieces = 7 Meter s VDOT STD. CG -7 FOR SURFACE DRAINAGE IM MSHALLBEP"&004tP14L°iEC! VNIFOMYINACGORD,N"iN HA.7t' IIIII VDOT STD. CG 6 A HM90AR Calls aach 2 -1;1'x r /rth 7-,OW VDOT STD. CG -7 MOUNTABLE CURB VNIFILt .Va CELL 7"£S rfiv J CURB & GUTTER MOUNTABLE CURB tease thickness (srrengm in design net fifi)- PLAN WEIGHT FIL4W TELL TE37XG Standard, 16 tis l Pi NO SCALE Lam& 2,4 flis pane( Reduc d 7omperature �7lost F) t ravel rill 227,21;? tbslsg (56:225lbslsf ROOM TOMPe'eldaa (75 ft F) IOpsrri? R11 35,674 ibVsf 82$33 tbslsf I- w AWUmd Tempera! are ( -ide'g I) Topsail Fill 223.364 IWs 5f" 227ZI3lps1sF Dark6raen, ReYimi, Granite, ardYiack CaPAUPres Ot /ITS -STD i+xnr &"'Cod4i4. U_ O� J U U IN H THE SECTMN4 ON GS ROAD 0LMAN STAMARDS. �, LU z fx a 6AA 4 "CONC. (3000 PSIAT 28 DA Y OR STRONGER) a STONE BASE CONCRETERIBBON NO SCALE 1- i77iA11E 709!0(4. -&WH04 PAR'! # - FRAIAS M1.iIN01RBHAI.] O PIRAWTAWPERASTM 3 - UCitL R►AE7P�OK - TM PRINT analigE$WurtNATTM_ pRIIIN 6Y �C 77 ORAA689FfATDIW MMUFHAiiH ACC 3• D18MARErTO8ECUS7CHMtWW11fACR1IirR '.4ACCt OC4GTGPLANgERAiB. A7YL TNAS TA4WfflGHTS 7NER@xpr A ffl� .3C RIS iiWl91N90titiR$i*r Ri91gPP 3r 5'Li1IC'iY767b. :ORP0988 ACCORDIMT°OPLANS (a) VARlDWTrPM0F) T &a!WA0WMAVAI E: 4' - IV "COMWEA715B 1`0EWk90*W1CQRDUALWALL - n _fi _ DRAINI GhUM- SEE DAIHa Jp91d10p&i. TRRf( SFSi 'CORUDENIIN Tiff UMoFTWDM1;NOR f x Y`# GAS 'Y. _..v. AC61lRI RE4y 4- JJnGiCf09ATiE4 ;ii0M18r'14BJtlNC'C1GKR#& 91tNLL AITt? T�iMtC0FT Mi94+O?ORAWWH 6 sM' t�A liCk�AR AS' CM0& 112PpRCM�A7EDtIDP 'E(N�R•f21HANfX7RCiLLMt.Wlttj, 4 "MIN .i ++ VMSINC WALL), W12 HP. PVCWA R Pt SMX PVCDWV(OC SCH4MPVC COMM, 00Rf6tMTED& tBMPYG ' n1��lzrtlL.Y�lil�� t{12i1P, 11'4+yG SS1MER. - - -. --- -- i"inkired l%gh diw-1 tar Poveth eno fHVPE), � i X FORTHEiI�'a1OSURE TOOWERS wA clWr TERTr ,IQddT . 4>y �_ Tf�#hCftEILL 1AIITERUtL $HALI.BE O STSNE � tiiltEF7 (OORRLJOATEDHOPESHO !) ,�,, fl" �,, t1�Y6lLAi2MttT£ RW .4tEki'INGTNEFIE�1('t3pP41r4£5 #t 4 Catr18. 19314'x 75.114 =x 1,&4, COVERING (5f1 x 39 x 4.5 cm) 2.14 s1 CLASS NMAMIALASGEMED INAS'(MDM.BODRIGASAC 9LL pieces = 7 Meter s NVER COMMON IIATA FOR SURFACE DRAINAGE IM MSHALLBEP"&004tP14L°iEC! VNIFOMYINACGORD,N"iN HA.7t' IIIII university of sgvffia •n MIS"Issiipo PDT IRsawo - HM90AR Calls aach 2 -1;1'x r /rth 7-,OW In N$& OPentng at3d 112'Perfineter Openings (}7oa- VNIFILt .Va CELL 7"£S rfiv J zoem and vertical dwoage), ilr eaJP wali and ROOM 7aMP011,00f (76 d8,l F:) 84208 if^1s1 3 ,15321hs1sf tease thickness (srrengm in design net fifi)- ITzsriacsd fe�ipe ature (_7 deal F") 754„2941 tb=>rsf 77,W6 f ll if WEIGHT FIL4W TELL TE37XG Standard, 16 tis l Pi )cpm 7e n la t Pra (75 . del F Gravel F, 164,303 3t3 tUs51 17144 ita:i&t Lam& 2,4 flis pane( Reduc d 7omperature �7lost F) t ravel rill 227,21;? tbslsg (56:225lbslsf ROOM TOMPe'eldaa (75 ft F) IOpsrri? R11 35,674 ibVsf 82$33 tbslsf 1- i77iA11E 709!0(4. -&WH04 PAR'! # - FRAIAS M1.iIN01RBHAI.] O PIRAWTAWPERASTM 3 - UCitL R►AE7P�OK - TM PRINT analigE$WurtNATTM_ pRIIIN 6Y �C #- ORAA689FfATDIW MMUFHAiiH ACC 3• D18MARErTO8ECUS7CHMtWW11fACR1IirR '.4ACCt OC4GTGPLANgERAiB. A7YL TNAS TA4WfflGHTS 7NER@xpr I.L ET�+.124 ffl� .3C RIS iiWl91N90titiR$i*r Ri91gPP 3r 5'Li1IC'iY767b. :ORP0988 KJNC,FTMPRffrDOESNOT '.DWI 04.�,�g n _fi _ DRAINI GhUM- SEE DAIHa Jp91d10p&i. TRRf( SFSi 'CORUDENIIN Tiff UMoFTWDM1;NOR f x Y`# GAS 'Y. @47 4 4- JJnGiCf09ATiE4 ;ii0M18r'14BJtlNC'C1GKR#& 91tNLL AITt? T�iMtC0FT Mi94+O?ORAWWH 6 sM' t�A liCk�AR AS' CM0& 112PpRCM�A7EDtIDP 'E(N�R•f21HANfX7RCiLLMt.Wlttj, REPAQ4ilr+ TMaROFTM3i +Pop1TQRAtd{Ri41FtlYlpr9DB 4900 PSI IF PRECAST, 3 CURB HA19NG A RADIUS OF 300 FEET OR LESS n1��lzrtlL.Y�lil�� t{12i1P, 11'4+yG SS1MER. CCNT'AMH RSN4OR WIWACT MOF ANT` .DATE 011.22 "13 i"inkired l%gh diw-1 tar Poveth eno fHVPE), S - AVAPr'P� CM0EM0WrEi.1ONkWANGLFGr T03110`. TODETEI'�tII MMMIHA i X FORTHEiI�'a1OSURE TOOWERS DtA it S #t l tsaa x tarrLgrc aau sa m t)#AaJ ANGLE BETTAEEFI ADAMRS SMGi7AA�iGN{A7WI-11D012.- WFORI f, QEPTSYSPEC9fGWRft'TET4 -' 04HSi96 & bCALt nrSavdi itttiy, t ii2 ,gyp, q' t,rP fl" ftoao Base DOT 21 -A) � N ,w ' Ig 8 "MIN. STONE Catr18. 19314'x 75.114 =x 1,&4, TsRAT£QPT'IOA15 vEL`E�y ` it~ i:QA1tA RATitVfl 4�E'RN PAR'! # - T4RANANCi# S ANaNXe &EET t9WCGS lv,141R ,213 SOLID C01_R I.L ET�+.124 ffl� .3C 7t,FT U OG4a _ A n _fi _ 2 D W1ffiS OF E16 A1'E f x Y`# GAS 'Y. @47 4 7i it ;f 311 -L'.4 I Nu 4 �', ' U�II PLAIN METHOD + MANHOLES STANDARD r 1 '.Y. INVERTS • 9 3 St INLET Dart patft l J Gunrtrr4ff f Brkrr7tt Trails 'I k Tt1F7N3NixAPO" (ffll t, F ✓� c` #a � � N � �� MOTES= k IiT Pads" Ath tlz Fled C t2fo s to Dr» R 1. THi'S ITEM MAY BE PRPOAST OR CAST IN PLACE, - Rno1 G rfi rrs ae s i r PLAIN METHOD + MANHOLES STANDARD r 1 '.Y. INVERTS • 9 3 St INLET Dart patft g � Gunrtrr4ff f Brkrr7tt Trails 'I k Tt1F7N3NixAPO" (ffll t, F ✓� c` #a � � N � �� MOTES= k IiT Pads" Ath tlz Fled C t2fo s to Dr» R 1. THi'S ITEM MAY BE PRPOAST OR CAST IN PLACE, - Rno1 G rfi rrs ae s TJre 4PAfkatians are (rdlsss... SPEC�FICAiII7NS ' (CSI II2,79�r PD919US Flavt`nt�} ; 4900 PSI IF PRECAST, 3 CURB HA19NG A RADIUS OF 300 FEET OR LESS n1��lzrtlL.Y�lil�� 4" �4, vl #narxrutn pt °Garsurrrree�lerl, I DETAIL i"inkired l%gh diw-1 tar Poveth eno fHVPE), Maximum 3x Vv StRdM atiolis Afte oviorirag" DtA it S #t l tsaa x tarrLgrc aau sa m t)#AaJ Fftd +ulth Siandy Loath Tbosol 9- 314" Oeit 3180daril`, -- 15-114'x 13476',y 1-114' Or AOgla(7at+3 _ , !xx S harp M85417Cj' '2it3i$. �. ( t'34x4„5 cmj 1,43sf nrSavdi itttiy, t ii2 ,gyp, q' t,rP P pism = l Meter so ftoao Base DOT 21 -A) � N ,w ' Ig 8 "MIN. STONE Catr18. 19314'x 75.114 =x 1,&4, COVERING (5f1 x 39 x 4.5 cm) 2.14 s1 Existing Sub -BBse pieces = 7 Meter s NVER COMMON IIATA 1i ICr F university of sgvffia •n MIS"Issiipo PDT IRsawo - HM90AR Calls aach 2 -1;1'x r /rth 7-,OW In N$& OPentng at3d 112'Perfineter Openings (}7oa- VNIFILt .Va CELL 7"£S rfiv J zoem and vertical dwoage), ilr eaJP wali and ROOM 7aMP011,00f (76 d8,l F:) 84208 if^1s1 3 ,15321hs1sf tease thickness (srrengm in design net fifi)- ITzsriacsd fe�ipe ature (_7 deal F") 754„2941 tb=>rsf 77,W6 f ll if WEIGHT FIL4W TELL TE37XG Standard, 16 tis l Pi )cpm 7e n la t Pra (75 . del F Gravel F, 164,303 3t3 tUs51 17144 ita:i&t Lam& 2,4 flis pane( Reduc d 7omperature �7lost F) t ravel rill 227,21;? tbslsg (56:225lbslsf ROOM TOMPe'eldaa (75 ft F) IOpsrri? R11 35,674 ibVsf 82$33 tbslsf COLORS AWUmd Tempera! are ( -ide'g I) Topsail Fill 223.364 IWs 5f" 227ZI3lps1sF Dark6raen, ReYimi, Granite, ardYiack CaPAUPres Ot /ITS -STD i+xnr &"'Cod4i4. TK R.EWREWNT13 FOR 00-6 AS �HOWT IN Gt.Yli/98Ee?esY di71#aY-dPA80PS i!RAR i&Q;iBS/ SCOTT R. COLLINSZ Lic. No. 035791,x.' kls��IOIVAL CG-2 Ln MOTES= Lo H 1. THi'S ITEM MAY BE PRPOAST OR CAST IN PLACE, s 2, CONCRETE TO BE CLASS M T CAST IN PLACE, 4900 PSI IF PRECAST, 3 CURB HA19NG A RADIUS OF 300 FEET OR LESS 4" �4, r) tALOJG FACE OF CURB)WRE BE PAID FOR AS • 4, THE DEPTH OF CUFW RAY 6E REDUGEO AS AWCH AS 3" ft5" OEPTIU OR INCREASED W W AS MUCH AS 3" l21" DEPTHS IN OROER THAT THE OOTTO'M OF CL98 VALL COINCIDE WITH THE TOP OF A ...:' �. b•. - COURSE OF TM A'AYEWi NT S1I8STROCTI,11RE. Ln 0 13TH €R'MSE, THE DEPTH G TO BE M" AS VOWN. ar. U NO ADJUSTMENT IN THE PRICE 90 IS TO BE MADE FiO t A DECREASE OR AN NCREASF W DEPTH, >g. CO- x IS TO 9E USED ON ROADWAYS MEETING . b A.- SiJRFAlS,' TK R.EWREWNT13 FOR 00-6 AS �HOWT IN U U IN H THE SECTMN4 ON GS ROAD 0LMAN STAMARDS. �, LU z z F .n. 5. BASE C ®. a O 2 °' RA6kJS ® O SIJ ®B.ASE H U F- U U z Z VS ACE W ® � � � ci� U sAP A r +. 0 0 z J SiaBBAar- ® w w Ce Q a ff Am ACCEPTABLE ALTERNATIVE ¢ ¢ W IF CURB IS EXTRUDED ce w SPECIFICATION m a '�> REFERENCE STANDARD 6" CURB U ROAD MO BROGE STANDARDS orr 146 REVISON DATE Lij U] 502: 1ARW41A DEPARTMENT OF TRANWORTAION fL Uj 2uz :Ds d 0 U01 SCOTT R. COLLINSZ Lic. No. 035791,x.' kls��IOIVAL L, Ln Ln Lo H s r) W • W W ...:' �. Uj Ln 0 Z U ¢ Q U U U LU z z F z C ®. a O ® O H U F- U U z Z VS W W ® � � � ci� U 0 0 z J ® w w Ce Q a ff Am > ¢ ¢ W o ce w w m a n a- U orr w Lij U] Lf) fL Uj d 0 U01 H > > w 1 UJI ULI Z tx ( i W Ce L, Ln Ln Lo U-1 s r) • N ...:' �. Uj Ln l�U s r) • ...:' �. Uj x xi 1 LU O 5 Uj 1 i LU •• NO. SCALE K. J SHOWN • t DROPENLETS STRUCTURE DRAINAGE 435 FLOW'INIPE I CA INCR A X, UNI TYPE ,A PERLMETER. A C:... I DIA ---- ----------- - 15" CL III RCP OR V14-L FLOW REMARKS TIME 27-16 LF @ 1.66% Intensity =400::] ACRES C 15 --42-29 D1-5 5.00 6.33 -0...68 0.47 4.00 1.28 2.0 WEIR F.LOW CT,S, DI-5 5.00 6.33 0.69 0.47 6.50 2.09 2.7 NVEIR FLOW STR:12 VDOT STD. DI-313 (L=16') TP=436.81 STR:14 VDOT STD. DI-313 (L=14') INV IN: 432.35 TO 141 TP-436 * 81 440 INV OUT: 432.25 TO EX-104 INV OUT: 432.80 TO 12 STR:EX-ioA EXISTI INV I EX EX IN NG MANHOLE TP=431-96 N: 425.90 TO 12- INV IN: 425.90 V OUT: 425.80 1 PROPOSED GRADE EXISTING GRADE i ---------- 435 RUNOFF COEFr. I CA INCR A X, UNI INLET 'TIME RAIN FALL RUNOFF Q 430 U 430 DIA ---- ----------- - 15" CL III RCP OR V14-L FLOW REMARKS TIME 27-16 LF @ 1.66% Intensity =400::] ACRES C 15 --42-29 MIN MIN C.F.S, UPPER LOWER FF A' FTIFT. 425 CT,S, --- ---------------- - ------- SEC 0.0243 CONTRACTOR TO FIELD-VERIFY I 171 ,fl > r4 EXISTING MANHOLE LOCAT ION i DI-3C CG-6 & ELEVATIONS BEFORE CONNECTION 20 420 - 5 4 S Inlet ry) 0 C! Ln F-_8 HOPE Ok$ rn rn rn ko M 5,81 19 440 435 -J 0 z 0 1H -t 0 00 1- V) 0 1-n c° rq 00 Ln rq 't H N N n I- > r4 in Z Z :3 0 > z > > z z 430 EXISTING GRADE)/ 425 VDOT STD. EW-2 420 1 INV OUT-419.00 RIPRAP OUTFALL- 1 415 cq a) CL III RCP 30-oo LF @ 12.50% ri U? N rn -0+25 0+00 0+50 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST -1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. POINT DOWNS'IREANI STRUCTURE DRAIN AREA RUNOFF COEFr. I CA INCR A X, UNI INLET 'TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENG*ni SLOPE DIA -tXPA� CITY V14-L FLOW REMARKS TIME Intensity 6:507 Intensity =400::] ACRES C 15 --42-29 MIN MIN C.F.S, UPPER LOWER FF A' FTIFT. INCHES CT,S, F.P,S. SEC 0.0243 4.4.4 /us I 171 ,fl > r4 DI-3C CG-6 6 431,15 V T S M. IS- I DO - 5 n = 0.025 for S Inlet Y!4! 2iogy n = 0.013 for RCP Inlet F-_8 HOPE Ok$ 047 0.32 0.32 8.00 5,81 19 D` -1° Pipe, GRADE DI-3C CG-6 6 431.15 VOOTSTD, IS-I ulyAn 6 201,46 0,52% 42190 422,85 Z 1 °C -- 424.50 424.25 4129 0.0059 15 5.O 17 11.3 6 011 52 10-11 -H 431.10 8,19 53? 2,5 2 12.5011/o 422,75 419,00 RCP FT - 0.88 - 420 -4 --- 0.0 Z 9 > < -It 424,15 424.110 26:92 10056 t5 4.8 19 6,8 4 2 0.09 - :� �-790-0 -�6-5-09-30 5.74- 2-9 423.9d0 --TO146 422.85 0602 uJ 0- - - -T. TO R-)7 2 tno�r 0100 0,90 6,66- 0;67 9A5 5.55 3.7 left 0,17 0,52 G�M 0-367 0,00 0435 0- 0010, 0,I)MI OUT 0,�4.IMJ- 1 6-m - UJLILI right 419,00 30.00 .0,1250 ce I5 22,8 13.6 2.2 0.0= 2.0 1 0.0833 1 4.16"50 1 4;04 1 1195 14 tz 6 3C 6.0 combined flow 0.4 of-3B CG-6 14 436.81 0.07 0,160 15 27.16 1.6611/o 432.80 432.35 RCP INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) F 15 9Ti 6.48010 to 425790 9- -7673-0 0:17 570 6.67 1.1 e x Mannin s Coefitcien n is 2 Inlet Hvdrolody- Curb and Gu ter --- 427.001 425.00 73.75 0M271 15 10,6 5,6 13.1 41 -j 01� 0 1-: LU 16 zo IN 6. > < d 0 1 3P U) 0.1 0,90 Ul- M al 0.0200 12.0 0 1 4,1650 1 &94 1 0,75 14 I 3a &0 0.34 0.75 0.26 0.26 1 00 5.58 1.4 0'a i I e33 --- 1 4,1650 --- 1 6,76 20 c P 2 0.1466 - 0.1432 12 1.53 IM 0.68 O.00 6.60 V 12 432.80 432,35 27.16 0.0166 15 83 5.0 5,5 0.0500 0ANUT, - O�76 033 ().5� x,50 --54 7 3,2 OM 0179 0.063 0A1 1 0.00 1 0,41 0.0010 0.0200' 2.0 EX- I OA 1 41M 1 7,36 02 6�25sTlm- 1.66 0.00 1.02 43125 425.90 97.96 0,0648 15 16.4 104 9.4 0,1466 0-1490 4 3G =6 0 -- 00 11 02 1 0.00 &00 Cos a- 0-166 3.90 1,86 1,86 leer -ol7-F--o52---1 424,25 0088 TO67 000 0�57 0 �010,0��00 4,96 2�O ti.�M 4�`IM 1 �,34 1 0.66 6 4 CULVERT 021 0:39' 0.34 f 0.13 013 ]1. 518 0.7 4.165-01- 4.iis 1 0,88 424.16 1 26,0 0,01 OM% 6 3e 6,0 OUT 0J.L- 3;94 GAI 0.io 0.221 1 427,00 426�00 40,00 O�0250, 15 10.2 4,(i 8,6 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) F PIPE INFORMA11ON INLET INFORMATION 0 STR�. Nip. DIA, Qn.L intensity and 6.5 Whr for capacit (intensity is for spread, a y and depth) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb lype Intensity 6:507 Intensity =400::] Mannin S CoeffiCtent n is 0 >i31,3 7 15 --42-29 -T,5-9% -Z2-450 424.25 RCP DI-5 Inlet dr Curb and Gutter 429.00 Mannin Coefficient, r Is 0.013 6 inlet 0.0243 4.4.4 /us I 171 ,fl > r4 DI-3C CG-6 6 431,15 V T S M. IS- I DO - 5 n = 0.025 for S Inlet Y!4! 2iogy n = 0.013 for RCP Inlet Ft ....... y rotoqL HOPE Curb anti Cutter U Inlet --- 4 Inlet D` -1° Pipe, GRADE DI-3C CG-6 6 431.15 VOOTSTD, IS-I ulyAn 16 201,46 0,52% 42190 422,85 Z 425 °C uJ 0 425 2 2 U- C� 1.57 CFS q= 1,92 CFS MH NIA -H 431.10 VDOT STD. IS- I 1 15 2 12.5011/o 422,75 419,00 RCP FT 0.5 0.88 - 420 L --- 0.0 Z 9 > < -It 't Ui 00 uJ UJ C --j- sett 0-4191�1-06030-.02r35,1 0,00 015 0,0010 OVOO ZO 1 O�2s� i -- 4-1650. 1 F,73 1 0. 1 a ca > UJ 6.01 0.79 0.008 0.03 uolo 0,020W 2.0 right 01 Ji 0 0833 - 1 4.1650 1,09 uJ 0- 4 L 3c 1 combined flow 0 .3 CG•6 tno�r 433.22 VDOT STD, IS-I om 0,120 1 2.75 2.71% 427.00 left 0,17 0,52 G�M 0-367 0,00 0435 0- 0010, 0,I)MI 2.0 0,�4.IMJ- 1 6-m UJLILI right 0.04 0,52 ce Aa�oo - - -0X010. 0.0= 2.0 1 0.0833 1 4.16"50 1 4;04 1 1195 14 tz 6 3C 6.0 combined flow 0.4 of-3B CG-6 14 436.81 0.07 0,160 15 27.16 1.6611/o 432.80 432.35 RCP INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) F 15 9Ti 6.48010 432.25 425790 RCP DI-38 Intensity 6.60 (intensity is 4 inthr for spread, and 6.5 in/hr for capacity and depth) :9 766T VD, IS-1 e x Mannin s Coefitcien n is Inlet Hvdrolody- Curb and Gu ter --- Inlet 41 -j 01� 0 1-: LU 16 zo IN 6. > < d 0 1 3P U) 0.1 0,90 Ul- M al 0.0200 12.0 0 1 4,1650 1 &94 1 0,75 14 I 3a &0 0�io 0.90 1 0,171 1 068 � 0.68 0.0100 0'a i I e33 --- 1 4,1650 --- 1 6,76 20 c P 2 0.1466 - 0.1432 a 1.53 IM 0.68 O.00 6.60 V 12 1 38 16�0 CA4 0,731 2L 134 0.00 0 5- 0.0500 0ANUT, � 7083ST4A6507 V 5�50 OA5 -0 -88 3,6192 -3 tet OM 0179 0.063 0A1 1 0.00 1 0,41 0.0010 0.0200' 2.0 1 0,0833 1 41M 1 7,36 02 6�25sTlm- 1.66 0.00 1.02 0.01 0Y9 0,008 0.o.& 0.130 0,0" 0633 1 4.165D, 1 3,37 0.98 - A Q7 1 51-92 0,1466 0-1490 4 3G =6 0 -- 00 11 02 1 0.00 &00 Cos a- 0-166 3.90 1,86 1,86 leer -ol7-F--o52---1 424,25 0088 TO67 000 0�57 0 �010,0��00 4,96 2�O ti.�M 4�`IM 1 �,34 1 0.66 6 4 0.52 021 0-14 6-00 _L.10 0.14 1 0.0010 1 0.0200 2.4 0,0833 4.165-01- 4.iis 1 0,88 424.16 1 26,0 0,01 OM% 6 3e 6,0 combineid ilow 0J.L- 3;94 GAI 0.io 0.221 1 5.06 1 5 50 STR:4 VDOT STD. DI-3C (L=6') TP=43315 INV IN: 424-oo TO 6 INV OUT: 423.90 TO 2 ROPOSED GRADE 1.o' MIN. CL III RCF 201-46 LF @ 0.520/0 0 a) kD 0� U? r! -1 0 ri 0 r CY) t 't 1+00 1+50 2+00 440 STR:6 VDOT STD. DI-3C (L=6') TP=431-15 INV IN: 424.25 TO 8 INV OUT: 424.15 TO 4 435 ------ STR:8 VDOT STD. DI-5 ,zTP-4- 29.00 N � OUT: 424.50 TO 6 430 -PROPOSED SANITARY LATERAL CROSSING 425 L15" CL III RCP 42.29 LF @ o.59% 420 15" CL III RCP 26.92 LF @ o.56% 0 C4 tD C4 0 0 0 rn M 1�r It 2+50 IN FEET I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 25 50 100 IN FEET 1 inch = 50 ft. 435 lo-YEAR STORM DEPTH= 1.2" 12" DEPTH PROVIDED INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) F PIPE INFORMA11ON INLET INFORMATION 0 STR�. Nip. DIA, Qn.L LENGTH` (ft.) SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb lype Intensity 6:507 Intensity =400::] {intensity is4in /hr for spread, and 6.5 infhr for capacity and depth) 7 15 --42-29 -T,5-9% -Z2-450 424.25 RCP DI-5 NA It 429.00 Mannin Coefficient, r Is 0.013 6 Mannings Coefficient n. is 0:013 0.0243 4.4.4 /us I 171 ,fl > r4 DI-3C CG-6 6 431,15 V T S M. IS- I DO - 5 n = 0.025 for CMP Inlet Y!4! 2iogy n = 0.013 for RCP Inlet Ft ....... y rotoqL HOPE Curb anti Cutter U Inlet --- 4 Inlet D` -1° Pipe, GRADE DI-3C CG-6 6 431.15 VOOTSTD, IS-I ulyAn 16 201,46 0,52% 42190 422,85 Z 425 °C uJ 0 425 2 2 U- C� 1.57 CFS q= 1,92 CFS MH NIA -H 431.10 VDOT STD. IS- I 1 15 30.00 12.5011/o 422,75 419,00 RCP FT 0.5 0.88 - 420 L --- 0.0 Z 20 4 NIA -It 't co 00 uJ UJ C M M rn M rn ca > UJ st -4- It 10 uJ 0- U-1 6- DI-313 CG•6 tno�r 433.22 VDOT STD, IS-I 01 15 73.75 2.71% 427.00 76 RCP ;5 G! UJLILI zg S ce z T 'P 14 tz -51 of-3B CG-6 14 436.81 V00T STD. t5 -1 -I 13 15 27.16 1.6611/o 432.80 432.35 RCP 12 11 F 15 9Ti 6.48010 432.25 425790 RCP DI-38 -6 16 :9 766T VD, IS-1 e x 41 -j 01� 0 1-: LU 16 zo IN 6. > < d 0 1 3P U) 0.1 0,90 Ul- M 0,0100 0.0200 12.0 0 1 4,1650 1 &94 1 0,75 14 I 3a &0 0�io 0.90 1 0,171 1 068 0.00 0.68 0.0100 0'a i I e33 --- 1 4,1650 --- 1 6,76 0.84 3.51W 0.1466 - 0.1432 5-21 1.53 IM 0.68 O.00 6.60 1 77 12 1 38 16�0 CA4 0,731 0.3341 134 0.00 1-34 0.0500 0ANUT, � 7083ST4A6507 0.34 5�50 OA5 -0 -88 3,6192 -3 0,1466 1 0,1446 - 11,13 - 1.44 1 1,00 1,34 (100 0183 - 14 86 14�O iii o775 6�25sTlm- 1.66 0.00 1.02 0.0540 0:0206 2.0 0.0833, A IrAn - A Q7 51-92 0,1466 0-1490 9,75 �1�,441 00 11 02 1 0.00 &00 - fnr intAktirptininn to stnrrrwater rnarfaciernent facilities. where overland flow to facilities is not avaIiame, iuu,/o capture is requireo atio.oirunr INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) F PIPE INFORMA11ON INLET INFORMATION 0 STR�. Nip. DIA, Qn.L LENGTH` (ft.) SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb lype Intensity 6:507 (intensity is 4 irdbr for spread, and 6.5 irilhir for capacity and depth) COMMENTS 7 15 --42-29 -T,5-9% -Z2-450 424.25 RCP DI-5 NA It 429.00 Mannin Coefficient, r Is 0.013 6 1157 0.0243 4.4.4 /us I 171 ,fl > r4 DI-3C CG-6 6 431,15 V T S M. IS- I DO - 5 n = 0.025 for CMP Inlet Y!4! 2iogy n = 0.013 for RCP Curb and Gutter n 0.01 for HOPE < U Inlet --- 4 z 0 D` -1° Pipe, GRADE DI-3C CG-6 6 431.15 VOOTSTD, IS-I ulyAn 16 201,46 0,52% 42190 422,85 RCP 425 °C uJ 0 425 2 2 U- C� 1.57 CFS q= 1,92 CFS MH NIA -H 431.10 VDOT STD. IS- I 1 15 30.00 12.5011/o 422,75 419,00 RCP FT 0.5 0.88 - 420 L --- 0.0 Z 20 4 NIA -It 't co 00 uJ UJ C M M rn M rn ca > UJ st -4- It 10 uJ 0- U-1 6- DI-313 CG•6 tno�r 433.22 VDOT STD, IS-I 01 15 73.75 2.71% 427.00 425.00 RCP ;5 G! UJLILI zg S ce z 'P 14 tz -51 of-3B CG-6 14 436.81 V00T STD. t5 -1 -I 13 15 27.16 1.6611/o 432.80 432.35 RCP 12 11 F 15 9Ti 6.48010 432.25 425790 RCP DI-38 -6 16 :9 766T VD, IS-1 x 41 -j 01� 0 1-: LU 16 zo IN 10 1 3P &D 0.1 0,90 0.17 0,0100 0.0200 12.0 1 0-0833 1 4,1650 1 &94 1 0,75 3,5192 0,1466 1 0,1,300 6,77 1.18 1,00 Ill 0,00 12 1, 3e 1 - 6,0 0,4 4 V6 1 0,334 2,17 1 O�00 2,17 0 -F0200 .05-00 Q, 2,0 1 0,083 3 1 4,1050 1 6.60 1 77 5192 V 466 0,1329 14,35 1.11 11,00 2,17 0,00 4 � Pip run: 8 -OUT 0.34 0775] 0.255 1,66 0 W 66 0500 Z0 1 11, 650 :4.1650 0183 1 3.5192 0,1466 0A417 12,31 1.14 1 7,06 1.66 0.00 for inlets draining to sbrmwater rnanagernant facilities, where overland vow to iacAirties is not avallaole, 4uu to k;dpwf PIPE DESIGN' F PIPE INFORMA11ON INLET INFORMATION 0 STR�. Nip. DIA, Qn.L LENGTH` (ft.) SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb lype SLOT LENGTH RIM ELEVATION COMMENTS 7 15 --42-29 -T,5-9% -Z2-450 424.25 RCP DI-5 NA It 429.00 VDOTSTD, IS -I 6 1157 0.0243 4.4.4 /us I 171 ,fl > r4 DI-3C CG-6 6 431,15 V T S M. IS- I DO - 5 n = 0.025 for CMP to z 424.15 n = 0.013 for RCP RCP n 0.01 for HOPE < U U --- 4 z 0 D` -1° Pipe, GRADE DI-3C CG-6 6 431.15 VOOTSTD, IS-I ulyAn 16 201,46 0,52% 42190 422,85 RCP 425 °C uJ 0 425 2 INLET CONT. U- C� 1.57 CFS q= 1,92 CFS MH NIA -H 431.10 VDOT STD. IS- I 1 15 30.00 12.5011/o 422,75 419,00 RCP FT 0.5 0.88 - 420 L --- 0.0 Z 20 4 NIA -It 't co 00 uJ UJ C M M rn M rn ca > UJ st -4- It 10 uJ 0- U-1 6- DI-313 CG•6 tno�r 433.22 VDOT STD, IS-I 01 15 73.75 2.71% 427.00 425.00 RCP < UJLILI S ce z 'P 14 -51 of-3B CG-6 14 436.81 V00T STD. t5 -1 -I 13 15 27.16 1.6611/o 432.80 432.35 RCP 12 11 F 15 9Ti 6.48010 432.25 425790 RCP DI-38 -6 16 436.81 766T VD, IS-1 ME IN > < J� E Pip run: 8 -OUT a 6 0.68 0�47 0,320 0.320 &00 5,81 1,86 1,86 424,50 424,25 42.3 0,01 OA059 15 4,96 .1 3, 74 0,19 6 4 0.52 OA09 0A29 8,19 5,77 0,63 2.47 424.16 1 424,100 26,0 0,01 OM% 15 4V 3;94 GAI 4 - 2 OJ9 0.071 0.500 a30 5�74 0.41 2.87 42-3,90 422,86 20L5 00 - 0,0052 15 4.e6 3X 0,85 2 OUT 0-00 090 0000 0.671 9115 5,55 0.00 3,72 1 422.75 419,00 3" 0,01 0.1250 15 22.64 13.62 0,04 Pipe run: 10 - 2 1 0 14 1-.-14---- 427,00 425100 73.8 0.01 0 15 0.22 ------- Pipe rin. 14 - EX,10A 14 12 0,34 0-75 0.255 ,7--F- O�255 9--T .00 .00 5.58 432.80 432,35 1 27.2 0-0 " 1 E 1-3=2 1 4-96 0.09 1 - 1 EX-10A 0,44 0.76 �D 9.W 5,47 1,83 1 3,23 437 '>5 I =00 O.W48 'I I 5 6 44 1040 1 0-16 Pips turf: Gulr:ert GkJLV EtT (JUT 0.39 0134 0.133 0 :133 11.40 5 :1$ 4.69 0.6g 427.00 ,Do 40,0 0 0250 0.0250 5 10,21 4.64 OA4 DRAINAGE DESCRIPTIONS F PIPE INFORMA11ON INLET INFORMATION 0 STR�. Nip. DIA, Qn.L LENGTH` (ft.) SLOPE INVERT IN INVERT OUT MATERIAL INLET TYPE Curb lype SLOT LENGTH RIM ELEVATION COMMENTS 7 15 --42-29 -T,5-9% -Z2-450 424.25 RCP DI-5 NA It 429.00 VDOTSTD, IS -I 6 1157 0.0243 4.4.4 /us I 171 ,fl > r4 DI-3C CG-6 6 431,15 V T S M. IS- I DO - 5 1-5 26.92 to z 424.15 424.00 RCP Q 2 0.53 CFS < U U --- 4 z 0 D` -1° PROPOSED GRADE DI-3C CG-6 6 431.15 VOOTSTD, IS-I 3 16 201,46 0,52% 42190 422,85 RCP 425 °C uJ 0 425 2 INLET CONT. U- C� 1.57 CFS q= 1,92 CFS MH NIA -H 431.10 VDOT STD. IS- I 1 15 30.00 12.5011/o 422,75 419,00 RCP FT 0.5 0.88 - 420 L --- 0.0 Z 20 4 NIA -It 't co 00 uJ UJ C M M rn M rn ca > UJ st -4- It 10 uJ 0- U-1 6- DI-313 CG•6 tno�r 433.22 VDOT STD, IS-I 01 15 73.75 2.71% 427.00 425.00 RCP < UJLILI uJ ce z 14 of-3B CG-6 14 436.81 V00T STD. t5 -1 -I 13 15 27.16 1.6611/o 432.80 432.35 RCP 12 11 F 15 9Ti 6.48010 432.25 425790 RCP DI-38 CG-6 16 436.81 766T VD, IS-1 415 3+00 3+50 NOTE: HDPE CAN BE USED IN SUBSTITUTION OF RCP 20 200 435 <ISTING GRAD E VDOT STD. ES -1 PROPOSED GRADE ------------ VDOT STD. ES -1 INV OUT-426.00 1425 1 42S ------ ----------- ----- -J INV OUT-427-00 CL III RCP RIPRAP OUTFALL 40.0 0 LF (5) 2.50% 41 420 20 0+00 O+SO 0+75 UJ 00 -J If 0 -J z :r im a0 11 't 0 0 001 Ci SCOTT R. COLLINSZ/ Ln t- 0 N U17) 0 U Lie. No. 035791;�� In 0 Ln q Cq N r-4 N C4 > IL > r, :1 0 ry) D �! M M 0 0 -101VAL 435 ! SCOTT� Lie t1ss, F CL Z un F- C y4t c ri 0 N N GRADE N 0 cc a) Q 6 c6 N N GRADE 0000 N N [lei. Z 425 1+25 -It t It 0+00 O+SO 0+75 UJ 00 -J If 0 -J z :r im a0 11 't 0 0 001 Ci SCOTT R. COLLINSZ/ Ln t- 0 N U17) 0 U Lie. No. 035791;�� In 0 Ln q Cq N r-4 N C4 > IL > r, :1 0 ry) D �! M M 0 0 -101VAL 435 ! SCOTT� Lie t1ss, NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. F CL Z un F- C y4t c Area CA. 0 j EXISTING GRADE Fan h fn=0.03) D PROPOSED ri i 1- 430 Q GRADE -- -- - ------- - ------ EXISTING i I 430 Ln 0 F- GRADE 0000 Vel. 425 [lei. Z 425 1+25 0 0 010 - - -------- 1.5 0.47 00 032 4.9 1157 0.0243 4.4.4 /us I 171 ,fl > r4 42 LU 00 0 .. 't > 420, - 1011 Earth 00 430 to z 243 0 0 Q 2 0.53 CFS < NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. -0+25 0+00 0+50 1+00 1+50 1+75 DITCH Job Nu Designed By: A � & Numb ex: 142109 'D T Laim) C y4t c Area CA. 0 j EXISTING GRADE Fan h fn=0.03) 435 1 ri i 1- J(irVhr)ka-)1 Q 435 Min.DeSIRTI Ln 0 F- De P0 Vel. D�Oh [lei. Z Z 1+25 0 0 8 0.47 00 032 4.9 1157 0.0243 4.4.4 /us I 171 ,fl > r4 elev. 429.36 LU 00 0 .. 't > 2: 1011 Earth r) 430 to z 243 0 430 Q 2 0.53 CFS < U U z 0 D` -1° PROPOSED GRADE So= L= 2.50% Inv, El. 426.00 Orig, Gc 151e-v. -CFS z z rL GRASS DITCH Z) Q1B 425 °C uJ 0 425 NO SCALE INLET CONT. U- C� 1.57 CFS q= 1,92 CFS (dWD)12-T-ho-F U) -H V�=2.71 FPS Vlo=,185 FPS 7�Mooth LU 0,53 0.53 0�1 0.44 FT D, Q.47 FT 0.5 0.88 - 420 L 1.0 - 0.0 Z 20 4 NIA -It 't co 00 uJ UJ C M M rn M rn ca > UJ st -4- It Proposed 154'CMP -0+25 0+00 0+50 1+00 1+50 1+75 DITCH Job Nu Designed By: A � & Numb ex: 142109 Sla Prone Sla TO T Laim) C y4t c Area CA. I Q, cf,) Slope ftift Fan h fn=0.03) U) u J(irVhr)ka-)1 Q Depth. (ft) Min.DeSIRTI F- F- De P0 Vel. D�Oh [lei. Z Z 1+25 0+00 8 0.47 00 032 4.9 1157 0.0243 4.4.4 /us I 171 ,fl elev. 429.36 LU 5- 2: 1011 Earth r) Skew Y 0 0 AUT Q 2 0.53 CFS < U U z 0 verbppingStage 01 Flood Rain Managernerif Criteria and Significant knpact thnv. E. 427,00 Orig. Gr, Eliv-, So= L= 2.50% Inv, El. 426.00 Orig, Gc 151e-v. -CFS z z rL D Z) Q1B HEADWATER COMPUTATIONS °C uJ 0 0 COMMENTS INLET CONT. U- HWID I u U (dWD)12-T-ho-F U) -H U.J LLJ -ffM- 7�Mooth LU 0,53 0.53 0�1 01 015 0.5 0.88 - < L 1.0 - 0.0 Z 4.62 -- NIA ir�etContwited(+D.I),FupropoutfalI 0 uJ UJ C In co a ca > UJ < L C Proposed 154'CMP uJ 0- U-1 6- tno�r L 01 > 5:04 1 NIA Uj U) LU In < UJLILI uJ ce z Sla Prone Sla TO T Laim) C y4t c Area CA. I Q, cf,) Slope ftift Fan h fn=0.03) lute(Sod) PaNv4 (n=UDI,5)J J(irVhr)ka-)1 Q Depth. (ft) Min.DeSIRTI Ditch Width (ft) I-va De P0 Vel. D�Oh [lei. I Depth T (NPth)1(ypo) 1+25 0+00 8 0.47 00 032 4.9 1157 0.0243 4.4.4 /us I 171 ,fl elev. 429.36 6. W 1 192 1 0.471 1011 Earth r) Skew Note; ditch outfalls.irODI-5structwe Project' Charlottesville Catholic School,, Phase It Plan Sheet No. Rev. Data Designer AML, PE Date 5114115 AHW Controls STATION: HIMROLOGICAXL D,A,= 0.39 ac, 100 yr. Flood plain_ elev.- Design AHW depth elev. Structures - elev. teq. TWelev. - Cw 0.34, Tc -11.0 min., 12 - 4.0 in/hr, 110 - 6,4 inthr Shoulder elev. 429.36 Skew CL elev. 42191,24 Cover ''DISCHARGES USED- AUT Q 2 0.53 CFS Detours Available Length --TO-= --F -CFS Q .12 -cps --CFS verbppingStage 01 Flood Rain Managernerif Criteria and Significant knpact thnv. E. 427,00 Orig. Gr, Eliv-, So= L= 2.50% Inv, El. 426.00 Orig, Gc 151e-v. -CFS CULVERT TYPE & SIZE Q Q1B HEADWATER COMPUTATIONS CONT. HK ELEV. OUTLET VELOCITY End Treat COMMENTS INLET CONT. OUTLET CONTROL HWID I HW -Te-F-dc (dWD)12-T-ho-F -H -ffM- 7�Mooth Proposed 15"CMP Culvert (2 yr) 0,53 0.53 0�1 01 015 0.5 0.88 - 0.88 01 1.0 - 0.0 0.1 - 4.62 -- NIA ir�etContwited(+D.I),FupropoutfalI Proposed 154'CMP 01 5:04 1 NIA linletconuolted (41), Piprap 0081i CL :D • ) z ur) l f 1 0 3 0- in In In In 00 v C:) M C11 ry) Ln In LD NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL NOTES: _ BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE 1. COURTYARD DETAILS TO BE PROVIDED BY OWNER. HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS 2. OWNER RESERVES THE RIGHT TO MODIFY PLAN AND I �._, r MATERIAL AS LONG AS THE CHANGES ARE IN AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO - �� . ACCORDANCE WITH MINIMUM STANDARDS AS 1 SUPPORT THE OVERALL HEALTH OF THE PLANT, - " ,� I OUTLINED IN THE ALBEMARLE COUNTY CODE. -- '� J f 1 - -- / 'l`-- CLOUDED PLANT SYMBOLS INDICATE PHASE II 3. Landsca e Not 0s / PLANTING. s. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERI AN ASSOCIATION F NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER " THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE �- ____ ----- �. ----- � "" ,�" ,• ; : �a / \ \ -- VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD -- r' SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 1 {' AND BRIDGE S - - TREE PROTECTION FENCING (TYP.) - 1 \ T REACH, AND BE � � 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED O - TREE PRESERVATION AREA MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND T.. ,f --- �; :: - t E LL BE PRUNED MINIMALLYAND ONLY TO SUPPORT THE OVERALL HEALTH OF THE TREES SHALL x 1 - ` PLANT. 7 3 QR - PLANT LIST SYM SCIENTIFIC NAME COMMON NAME SIZE QUANTITY TREES LA AG ACER INNALA TLAME' "FLAME" AMUR MAPLE 8' ht 6 GT GLEDi S!A TRIACANTHOS "SHADEMASTER" LOCUST 2 -1/2 cal 26 JV JUNIP RUS VIRGINIANA VIRGINIA CEDAR 6' ht 56 LS LAGER TROEMIA X'NATCHEZ' "NATCHEZ" CRAPEMYRTLE 6' ht 31 PA PLATA US x ACE RIFOLIA'BLOODGOOD' LONDON PLANE TREE 2 -1/2 ca! 48 PS PRUNI JS SERRULATA'KWANZAN' "KWANZAN" FLOWERING CHERRY 1 -3/4 cal 10 QR QU ERC US RUBRA (BOREALIS) NORTHERN RED OAK 2 -1/2 cal 13 TIC j TILIA C RDATA'GREENSPIRE' "GREENSPIRE" LINDEN 2 -1/2 cal 25 SHRUBS 3r SA SPIRE X'ANTHONY WEBSTER' ANTHONY WEBSTER SPIREA 24" 106 GROUNDCO V RS. LM LIRIOP MU5CAR1 "B {G BLUE" BIG BLUE LIRIOPE PINT 2040 VM VINCA MINOR PERRIWINKLE PINT _ 600 I , - \ % _ . c Z:. u � r LIMITS OF FENCE TO BE DETERMINED BY PROJECT ENGINEER SNOW FENCE BOARD FENCE f , CORRECT METHODS OF TREE FENCING FENCE C FENCE TRIANGULAR BOARD FENCE CORRECT TRUNK ARMORING TREE PROTECTION AND PRESERVATION FENCING Sp DETAIL N.T.S. GUYING DETAIL CONSISTS GUYS,SET 120° AROUND ,IT PIT ON "UPHILL" SIDE =R TO TREE KING DETAIL (PACT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE VCH EDGE AROUND RE AREA TO BE ..HED =R TO ROOTBALL PIT AIL NOTES: 1, SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT /'-2� TREE PLANTING ON SLOPE oo� SECTION BACKFILL TO TERMINATE —,, AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE I i YP CUT AWAY ALL WIRE BASKETS AND /OR NON- BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP FOOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT: BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) N.T.S. REFER TO TREE STAKING DETAIL VARIS ROOTBALL BACKFILL WITH CULTIVATED, ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS, COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 112 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS -RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. FOOTBALL PIT SCOTT R. COLLINSZ > Lic. No. 035791 0 NA L Lur° MMci t'! N M� i' ✓ It W> 1 CV N w mmumm U) J w Lq F- F- 0 Q U t w F- rE5 M z w w 0 U) F- w 1J.. 0 0 N N F_ Z w UJI O V) O a a_ T C O O v- N rn w t—i 06 U) r� �z W U W 0 � r0 Ez W Z O Z 0 d J � h � J 6.1.E - O 0 O O 0 V U O z =_ CL0 0 ® U 2 U ® N 0 - ( /'1 v / O 3 ® n u m z O x O N CT �I E 0 O O rn z c Ell- W � �/ W � Z CD � s _ z O ( `�/] W + U c i W z J � / 0 0 ®i v E O O T � �/rA7' 0-6 p V / 0 0 w 6 � -o U O O U ® N i We a) O 0 C w O U !!! (D Lu O [� O \.� w :D E ce z 0 _ a- 0- - O JOB NO. 142106 a 1n U) j SCALE O 6 -0 2 1 " =50, O C D O SHEET NO. a'� 0 Q) co 8 a � 3 i LA Lr, U" w O w v\` V_ N In �Lj O Z w 3r 2 Q Q O O w U O � } U) ul 0 W t- H O O Q Z � tom-+ � Z a ce 0C ® cn O 0 d z u- J ® w w a Q a > Q a uj W m a W d --1 ¢ d Q �% Lu W Lu w Lu Q H H 0 F- > > w U) z IY to ~ W Lur° MMci t'! N M� i' ✓ It W> 1 CV N w mmumm U) J w Lq F- F- 0 Q U t w F- rE5 M z w w 0 U) F- w 1J.. 0 0 N N F_ Z w UJI O V) O a a_ T C O O v- N rn w t—i 06 U) r� �z W U W 0 � r0 Ez W Z O Z 0 d J � h � J 6.1.E - O 0 O O 0 V U O z =_ CL0 0 ® U 2 U ® N 0 - ( /'1 v / O 3 ® n u m z O x O N CT �I E 0 O O rn z c Ell- W � �/ W � Z CD � s _ z O ( `�/] W + U c i W z J � / 0 0 ®i v E O O T � �/rA7' 0-6 p V / 0 0 w 6 � -o U O O U ® N i We a) O 0 C w O U !!! (D Lu O [� O \.� w :D E ce z 0 _ a- 0- - O JOB NO. 142106 a 1n U) j SCALE O 6 -0 2 1 " =50, O C D O SHEET NO. a'� 0 Q) co 8 a � 3 i LA Lr, U" w O v\` V_ N In �Lj Lur° MMci t'! N M� i' ✓ It W> 1 CV N w mmumm U) J w Lq F- F- 0 Q U t w F- rE5 M z w w 0 U) F- w 1J.. 0 0 N N F_ Z w UJI O V) O a a_ T C O O v- N rn w t—i 06 U) r� �z W U W 0 � r0 Ez W Z O Z 0 d J � h � J 6.1.E - O 0 O O 0 V U O z =_ CL0 0 ® U 2 U ® N 0 - ( /'1 v / O 3 ® n u m z O x O N CT �I E 0 O O rn z c Ell- W � �/ W � Z CD � s _ z O ( `�/] W + U c i W z J � / 0 0 ®i v E O O T � �/rA7' 0-6 p V / 0 0 w 6 � -o U O O U ® N i We a) O 0 C w O U !!! (D Lu O [� O \.� w :D E ce z 0 _ a- 0- - O JOB NO. 142106 a 1n U) j SCALE O 6 -0 2 1 " =50, O C D O SHEET NO. a'� 0 Q) co 8 a � 3 i