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HomeMy WebLinkAboutWPO201600056 Plan - Stormwater Stormwater Management Plan 2017-06-28E L 0\ U �NNcp O� o 41 > � 2 O TORMW TER M N EMENT PL N FOR . � 5; a O o 1 �E c N L MONSCANE CENTER E c 0111 • 1 1 , •I WArp 1 11 IQ, SWI Cover Sheet SW2 Notes & Details SW3 Existing Conditions / Demo Plan SW4 Pre -Developed Drainage Area Map SW5 Post-Develolped Drainage Area Map SW6 Stormwater Management Plan SW7 Phase 1 Erosion and Sediment Control Plan SW8 Phase 2 Erosion and Sediment Control Plan SW9 Storm Sewer Profiles, Calculations SW 10 Erosion and Sediment Control Details VSMP GRANDFATHERING NARRATIVE UNDER 9VAC-870-45, PERMITTEES CAN CONTINUE TO CONSTRUCT IN ACCORDANCE WITH THE INITIAL DESIGN CRITERIA FOR AN ADDITIONAL PERMIT CYCLE. THIS PLAN HAS LESS IMPERVIOUS AREA THAN THE PREVIOUS PLAN (WPO 20090002) AND DOES NOT INCREASE THE RUNOFF OR PHOSPHOROUS LEAVING THE SITE, IT WILL BE SUBJECT TO THE PREVIOUS REGULATION. TOTAL LAND DISTURBANCE IS 4.40 ACRES TOTAL IMPERVIOUS AREA PRE-DEVIELOPED 0.24 AC POST -DEVELOPED 2.54 AC APPROVED by the Albemarle County 6'@ IIffwrllty Development Department bm__lie-1, A-1 PLANNER ENGINEER VDOT ALBEMARLE COUNTY SERVICE AUTHORITY FIRE AND RESCUE e`' Li No. 33028 ONAL r_1 r - Q A zl -l� } OD W Y U W 2 m Z 0 0 w Q I 7 w J Q z r� O x co Cn .4 r� DOM. PROJECT NO:16.002 INDEX TITLE: SHEET NO: 1 OF 10 DATE: 02/24/17 o � w � Z Q�4 O H w w .� W � N E E .. z LLI w W U) } OD W Y U W 2 m Z 0 0 w Q I 7 w J Q z r� O x co Cn .4 r� DOM. PROJECT NO:16.002 INDEX TITLE: SHEET NO: 1 OF 10 DATE: 02/24/17 SITE DATA GENERAL NOTES FH LEGEND 209,534 SF 4.81 AC POSTDEVELOPED: GRASS/OPENSPACE 98,742 SF 2.27 AC BUILDINGS EXIST PROP DESCRIPTION EXIST 0.53 AC SIDEWALKS PROP DESCRIPTION o,Mly GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: CONTRACTOR'S COORDINATION RESPONSIBILITIES 1.88 AC 4.81 AC C VALUES FOR MONSCANE CENTER CABLE TELEVISION ((2.54 AC * 0.9) t (2.27 AC * 0.3))/4.81 AC = 0.62 SANITARY AREA x 12' Tc DIAMETER ALBEMARLE LAND, LLC 195 RIVERBEND DR 1. The plan approving authority must be notified one week prior to the pre -construction 1. The contractor is required to obtain any/all permits required for construction of these plans. _ -------- PROPERTY LINE x 125 BC TOP OF CURB ELEVATION CHARLOTTESVILLE, VA 22911 conference, one week prior to the commencement of land disturbing activity, and one week prior 2. Any time work is performed off-site or within an existing easement, the contractor is to ADJACENT PROPERTY LINE TRENCH DRAIN LT BOTTOM OF CURB ELEVATION STANDARD 6" CURB to the final inspection. notify the holder of said easement as to the nature of proposed work and to follow any - x 125 FL DEVELOPER: 2. All erosion and sediment control measures will be constructed and maintained according to guidelines or standards which are associated with or referenced in the recorded easement. VACATED PROPERTY LINE WATER SERVICE LINE FLOW LINE ELEVATION minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook 3. The contractor is to Icheck that all easements, letters of permission, etc, are -------------------------- X 125 EOP FIRE LANE STRIPING CW HURT CONTRACTORS, INC and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. recorded/obtained prior to the start of any construction. EASEMENT EDGE OF PAVEMENT ELEVATION 195 RIVERBEND DR 3. All erosion and sediment control measures are to be placed prior to or as the first step in 4. Contractor to verify all site plans and profiles and details for consistency and if conflicts �o x 125 • CHARLOTTESVILLE, VA 22911 clearing. exists, contact engineer for clarification and/or direction. Interpretation determined by BUILDING SETBACK LOADING DOCK SPOT ELEVATION 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at contractor shall be drone at his/her own risk. x 125TW LEGAL REFERENCE & SOURCE OF TITLE: DEED BOOK 2860 & PAGE NUMBER 231 all times. 5. The contractor is to verify that the relocation of all existing utilities in conflict with proposed BUILD TO LINE TOP OF WALL ELEVATION 5. Prior to commencing land disturbing activities in areas other than indicated on these plans work has been completed including utility poles. "' " """"""""""" x 125BW SITE AREA: 4.81 AC (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a 6. Contractor shall comply with fencing and tree preservation signage required by Albemarle ZONING LINE BOTTOM OF WALL ELEVATION SIGN supplementary erosion control plan to the owner for review and approval by the plan approving county code. MAGISTERIAL DISTRICT: RIVANNA authority. 7. Contractor shall not rely solely on electronic versions of plans, specifications, and data files - DRAIN MANHOLE TEST PIT LOCATION/BORING 6. The contractor is responsible for installation of any additional erosion control measures that are obtained froirn the designers, but shall verify location of project features in LIMIT OF DISTURBANCE m LOCATION SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING 03/21/2016 necessary to prevent erosion and sedimentation as determined by the plan approving authority. accordance with the (paper copies of the plans and specifications that are supplied as part of -------------------------- -------------------------- WOOD GUARDRAIL 7. All disturbed areas are to drain to approved sediment control measures at all times during the contract documents. FLOODPLAIN LIMIT FLARED END SECTION BENCHMARK PATH land disturbing activities and during site development until final stabilization is achieved 8 C t t h II 1 °th II tl d t t °f ----------- -- TREE LINE ° SOURCE OF TOPOGRAPHY. FIELD SURVEY BY DOMINION ENGINEERING 03/21/16. VERTICAL DATUM: NAVD 88 THE AREA SHOWN HEREON IS LOCATED IN ZONE 'X' AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE 'A' FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO287D. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. WATERSHED: SOUTHFORK RIVANNA (BELOW RESERVOIR) BENCHMARK(S): TOP OF EXISTING SANITARY MANHOLE 'EX -A' ON NORTHEAST END OF SITE = 443.79' WATER SOURCE: EX. 8' ACSA WATERLINE ALONG OLYMPIA DRIVE. SEWER SERVICE: EX. ACSA 8' SANITARY SEWER ON SITE. MAXIMUM BUILDING HEIGHT: 35' PRIMARY ZONING: HC BUILDING SETBACKS C1 ZONING SETBACKS: FRONT, ADJACENT TO PUBLIC ROAD: BUILDING - 30' PARKING - 10' SIDE AND REAR, ADJACENT TO RESIDENTIAL: BUILDING - 50' PARKING - 20' ADJACENT TO COMMERCIAL: BUILDING - NONE PARKING - NONE SIDE AND REAR - NONE CURRENT USE: VACANT PROPOSED USE: OFFICE PARKING REQUIREMENTS 1 SPACE PER 200 SF OF 80% GROSS FLOOR AREA BUILDING 1: 12,000 SF BUILDING 3: 12,000 SF BUILDING 2: 21.000 SF TOTAL: 45,000 SF 80% OF 45,000 SF = 36,000 SF / 200 SF = 180 SPACES REQUIRED 80% OF 12,000 SF = 9,600 SF / 200 SF = 48 SPACES REQUIRED BUILDING 1 - 49 SPACES PROVIDED BUILDING 2 - 48 SPACES PROVIDED 80% OF 21,000 SF = 16,800 SF / 200 SF = 84 SPACES REQUIRED BUILDING 3 - 484 SPACES PROVIDED 9 ON STREET PARKING ALONG OLYMPIA DRIVE PROVIDED = 190 SPACES INCLUDING 9 ON STREET PARKING OK LOADING REQUIRMENTS (1) SPACE FOR FIRST 8,000 SF AND (1) FOR EACH ADDITIONAL 20,000 SF. FOR 45,000 SF, 3 LOADING SPACES ARE REQUIRED. 3 LOADING SPACES PROVIDED IMPERVIOUS AREA SUMMARY PREDEVELOPED: AIR RELEASE VALVE FH GRASS/OPENSPACE 209,534 SF 4.81 AC POSTDEVELOPED: GRASS/OPENSPACE 98,742 SF 2.27 AC BUILDINGS 23,192 SF 0.53 AC SIDEWALKS 5,715 SF 0.13 AC PARKING/ROADS 81.885 SF 209,534 SF 1.88 AC 4.81 AC C VALUES FOR MONSCANE CENTER CABLE TELEVISION ((2.54 AC * 0.9) t (2.27 AC * 0.3))/4.81 AC = 0.62 TRIP GENERATION SUMMARY FROM ITE TRIP GENERATION MANUAL 7TH ED. CODE : 710 (GENERAL OFFICE BUILDING) FLOOR AREA = 45,000 GSF VPD: 11.01 TRIPS PER 1,000 GSF * 45 = 495 VPH A.M. PEAK HOUR : 1.55 TRIPS PER 1,000 GSF * 45 = 70 VPH P.M. PEAK HOUR : 1.49 TRIP PER 1,000 GSF * 45 = 67 VPH SUBDIVISION AREA 77-11A2 = 47,042 SF = 1.08 AC 77-11A3 = 98,169 SF = 2.25 AC 77-11A4 = 64,341 SF = 1.48 AC 77-11 = 209,534 SF = 4.81 AC 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist OF 105% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2076) 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 order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL CONSTRUCTION NOTES FOR STREETS: 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 v tests performed on the subgrade soil. Three 3 copies of the test results shat shall have CBR t p g () p I be submitted to the County. If a subgrade soil CBR of 10 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 for this project expire prior to 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. 10. 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 5 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. . on roc or s a comp y wi a we an perms requiremen s, I a permit exists. 9. Contractor shall be responsible for all relocations, (unless otherwise noted on plans) including, but not limited to, all utilities, storm drainage, signs, traffic signals & poles, etc. as required. All work shall be in accordance with governing authorities requirements and project sitework specifications and shall be approved by such. All cost shall be included in base bid. 10. Contractor shall control stormwater runoff during construction to prevent adverse impacts to off site areas, and shall be responsible to repair resulting damages, if any, at no cost to owner. 11. This project falls within the Virginia Stormwater Management Program (VSMP), General Construction Permit (GCP) program as administered by the Virginia Department of Environmental Quality (DEQ) under the jurisdiction of the EPA. Prior to land disturbance, The construction activity operator shall obtain and post a current VSMP permit. 12. Contractor shall coordinate with all utility companies for installation requirements and specifications. 13. Contractor shall be responsible for site security and job safety. Construction activities shall be in accordance with OSHA standards and local requirements. 14. Contractor shall dispose of demolition debris in accordance with applicable federal, state and local regulations, ordinances and statutes. 15 Existing utilities shall be terminated, unless otherwise noted, in conformance with local, state and individual utility company standards specifications, and details. The contractor shall coordinate utility service disconnects with the utility representatives. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES TILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER (PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER )APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, 8. VALVES ON DEADEND LINIES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9, TREES ARE NOT PERMIT11ED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2!014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ABBREVIATIONS UTILITY ARV AIR RELEASE VALVE FH FIRE HYDRANT MH MANHOLE BOA BLOW OFF ASSEMBLY FM FORCE MAIN PVC POLYVINYL CHLORIDE CO CLEANOUT F&C FRAME AND COVER RIM RIM ELEVATION CTV CABLE TELEVISION F&G FRAME AND GRATE SAN SANITARY DI DROP INLET GT GREASE TRAP SCC STORMWATER CONVEYANCE CHANNEL DIP DUCTILE IRON PIPE GV GATE VALVE SD STORM ELEC ELECTRIC HDPE HIGH DENSITY POLYETHYLENE STR DRAINAGE STRUCTURE INV INVERT GENERAL ABAN ABANDON(ED) ADJ ADJUST AHD AHEAD APRX APPROXIMATE BC BACK OF CURB BFE BASEMENT FLOOR ELEVATION BIT BITUMINOUS BK BACK BM BENCHMARK BS BOTTOM OF SLOPE CB CATCH BASIN CG12 ACCESSIBLE CURB RAMP q RMA BUFFER ZONE EXISTING IRON FOUND CHAIN LINK RPA RMA - RESOURCE MANAGEMENT CORRUGATED METAL PIPE FDN FOUNDATION CONIC CONCRETE FFE FINISHED FLOOR ELEVATION UNDERDRAIN AREA CUBIC YARDS GTD RPA - RESOURCE PROTECTION ---- DRAINAGE LINE IF --- ------------ C&G CURB AND GUTTER AREA IRON SET DIA DIAMETER .....».,...�....�., ROOF DRAIN -CG-2 ELEVATION EDGIE OF GRAVEL - -._ --- - - SEWER LINE ELEVATION CG -3 EDGIE OF PAVEMENT - --- TRENCH DRAIN LT CG -6 STANDARD 6" CURB ---- WATER LINE MAXIMUM CG -7 STANDARD 4" CURB FIRE PROTECTION LINE COMBINATION 6" CURB & GUTTER WATER SERVICE LINE COMBINATION 4" CURB & GUTTER GAS LINE ,BE FIRE LANE STRIPING OVERHEAD ELECTRIC WIRE .QLD UNDERGROUND ELECTRIC 0 UJ Y BUILDING ENTRANCE • UJ OVERHEAD TELEPHONE LINE LOADING DOCK U UNDERGROUND TELEPHONE LINE BOLLARD O CABLE TV DUMPSTER PAD w� w SIGN m DRAIN INLET - DRAIN MANHOLE STEEL GUARDRAIL PLUG OR STUB -------------------------- -------------------------- WOOD GUARDRAIL w Q FLARED END SECTION PATH 0 HEADWALL TREE LINE ° -- - - - Z SEWER MANHOLE FENCE Z_r ....... wv SEWER CLEANOUT I\ STONEWALL ........... RETAINING WALL Al� WATER VALVE & BOX .......... STREAM / POND / WATER COURSE WM ® FIRE HYDRANT ASSEMBLY _ .......- DETENTION BASIN WATER METER 12 SILT' FENCE WATER WELL 00 - :, o M CONTOUR GAS VALVE `= A INDEX CONTOUR © GAS METER I�WIaI�VII�INI��I U U, Z CD PARKING COUNT ®EM ELECTRIC MANHOLE V + CROSSWALK ELECTRIC METER po ACCESSIBLE CURB RAMP LIGHT POLE ® VAN HANDICAP PARKING TELEPHONE MANHOLE °... 4 VAN -ACCESSIBLE HANDICAP TRANSFORMER PAD 0 0 o 6i 0 ♦ PARKING UTILITY POLE CONCRETE PAVEMENT / SIDEWALK �. GUY POLE D RIPRAP W J ILL m MATCHLINE NEW' ASPHALT O GRASS NOTES: Q4 C) �w 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. EC -2 BLANKET MATTING 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. Q � � Z EC -3 TYPE A EC -3 TYPE B E-1 � � Q WETLAND O q CENTER LINE EX EXISTING CL CHAIN LINK EXIST EXISTING CMP CORRUGATED METAL PIPE FDN FOUNDATION CONIC CONCRETE FFE FINISHED FLOOR ELEVATION CY CUBIC YARDS GTD GRADE TO DRAIN C/C CENTER TO CENTER IF IRON FOUND C&G CURB AND GUTTER IS IRON SET DIA DIAMETER LA LANDSCAPE AREA EL ELEVATION LOD LIMIT OF DISTURBANCE ELEV ELEVATION LF LINEAR FEET ES END SECTION LT LEFT EW END WALL MAX MAXIMUM MIN MINIMUM REM REMOVE MON MONUMENT CONCRETE REQDREQUIRED NIC NOT IN CONTRACT RET RETAIN NTS NOT TO SCALE RT RIGHT OC ON CENTER R/W RIGHT OF WAY OH OVERHEAD R&D REMOVE AND DISPOSE PE POLYETHYLENE R&R REMOVE & RESET PERFPERFORATED SD SIGHT DISTANCE PROP PROPOSED SQ SQUARE PRVDPROVIDED STA STATION PWW PAVED WATER WAY SW SIDEWALK RCP REINFORCED CONCRETE PIPE SWELSOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TS TOP OF SLOPE TYP TYPICAL UG UNDERGROUND VESCH VA. E&S CONTROL HANDBOOK YDS YARDS -_�Ea C � E 41 m 1 m m ct cr L .� �°� 0 W ° j e 4a aero MI MYERS L' 0.33028 j ONA L � w A m 0 UJ Y UJ U O Q w� w m w Q In 0 Lu Z z c� w 0 Z_r A I\ rs O v� u..i J i✓� U U, Z CD o po �V U 6i 0 Lu O z "" W J ILL m J O Q4 C) �w Z W Q � � Z CD E-1 � � Q O I- W W W _ 07 DOM. PROJECT NO:16.002 INDEX TITLE: S W SHEET NO: 2 OF 10 DATE: 02/24/17 STEEP SLOPES : MANAGED 30 0 30 60 90 SCALE: 1"=30' L � U N — — u N N 03 g) pQtO� c niojm-2 N _ U Ny T h es 0 MIC MYER5 z Lic. o.33028 J � "ONAL pr- I rl- o cc\x cz1-1 m zI I r m z 0 DOM. PROJECT NO:16. INDEX TITLE: SW3 SHEET NO: 3 0f 10 DATE: 02/24/17 TIP TOP — RESTAURANT TM P 78-1 OA . . . . . .......... .. .......... . ...... . ....... .......... . ........... 49 .. .. ....... 49. ....... . .. C2 v I-------- --- - - ----- -------- 62 - — -------- ----- M' T, I52 — — ------- - ........... . . . ..... 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(D I\0 ------- ... -------- - ----- - '5k ,CARMA M —1/0 78, - ------ > -7 ---- --- - ---- --- ------------ .... --- ----- --- - ---- ------ --- -------- . . . ...... .......... - ---- --- ---- ... --------- ------- II -1p ......... ........ I1-0 ------ M O;NTe, S R 4, - ------- IH 0 0 L IP -6 Tmip 78 41 B III11 f . ......... I...... .. .... IIH os/ S 0 IVIONTE` 'RI// os SCHOOI, o M H TIVIP 78 12A" IIIIIIII150 ' p 50 0 50 100 IICD ISCALE: 1"=50' 5406 II Uj aj u I u J) 4-1 W F, (' , Iff, 'A LiVINo. 33028 _0NAL INDEX TITLE: SHEET NO: 4 OF 10 DATE: 02/24/17 f:4 c:) �D E— �21_ Lu Ne C) C/) Lu E— 4 Z CD z C) ca LL, F_ F— LLJ Lu T_ DOM. PROJECT NO:16.0021 m m w co uj CD C\2 C\2 CQ C) co C) z W co < C) 0 L'j I C51 z —1 C\21 I I INDEX TITLE: SHEET NO: 4 OF 10 DATE: 02/24/17 f:4 c:) �D E— �21_ C/) E-" U E— 4 LL, F_ F— LLJ Lu T_ DOM. PROJECT NO:16.0021 INDEX TITLE: SHEET NO: 4 OF 10 DATE: 02/24/17 PIPE CALCULATIONS Line Inlet DnStm Drng Inlet Tc i Flow Invert Invert Line line Line Capac Vel Pipe No. ID Ln No Area Time 0.33 Sys Rate Dn Up Length Slope Size Full Dn Travel Sag 2.00 0.083 (ac) (min) (min) (in/hr) (cfs) (ft) (ft) (ft) (°(°) (in) (cfs) (ftls) (min) 1 E-2 Outfall 0.33 5.0 7.6 6.55 55.21 429.00 429.67 23.442 2.860 36 122.19 7.532 0.06 2 E-3 1 0.00 0.0 7.5 6.59 53.48 430.66 431.22 62.880 0.89 36 68.172 7.57 0.14 3 4 2 0.00 0.0 7.4 6.60 50.44 433.36 440.00 25.246 26.30 36 370.54 7.14 0.06 4 5 3 0.00 0.0 7.4 6.62 50.49 440.10 442.80 28.860 9.36 36 220.99 9.05 0.07 5 6 4 0.00 0.0 7.1 6.68 37.18 442.75 444.40 85.310 1.93 36 10Q.48 6.23 0.27 6 21 5 0.06 5.0 5.4 7.14 9.84 452.75 455.80 53.789 5.67 15 16.66 14.13 0.1.1 7 22 6 0.04 5.0 5.3 7.16 9.49 456.00 458.40 38.496 6,23 15 17.47 9.19 0.08 8 23 7 0.20 5.0 5.1 7.20 9.30 458.50 466.52 59.254 13.53 15 25.74 8.32 0.13 9 24 8 0.00 0.0 0.2 0.00 5.93 466.62 470.40 91.466 4.13 15 14.22 5.32 0.32 10 25 9 0.00 0.0 0.0 0.00 5.93 470.50 476.00 62.400 8.81 15 20.77 6.39 0.22 11 26 8 0.35 5.0 5.0 7.24 2.20 466.62 468.75 15.472 14.21 15 26.37 1.98 0.14 12 17 4 0.32 5.0 5.5 7.11 1.3.96 443.00 449.00 35.900 16.71 18 46.51 7.90 0.08 13 18 12 0.00 0.0 5.3 7.16 12.14 449.10 450.75 83.901 1.97 18 15.95 7.56 0.20 14 19 13 0.67 5.0 5.0 7.24 3.83 451.85 465.00 48.049 27.37 15 36.60 19.31 0.26 15 7 5 0.04 5.0 6.7 6.78 27.73 444.50 446.18 138.853 1.21 30 48.72 6.99 0.41 16 8 15 0.03 5.0 6.6 6.80 24.99 447.88 449.20 31.721 4.16 24 51.34 16.23 0.06 17 9 16 0.01 5.0 6.5 6.83 24.87 449.30 452.90 49.652 7.25 24 65.38 8.92 0.11 18 10 17 0.44 5.Q 5.0 7.23 23,98 453.00 459.75 81.608 8.27 24 70.47 8.62 0.18 19 11 18 0.57 5.0 5.0 7.24 21.92 459.85 460.00 7.480 2.01 24 34.70 7.98 0.02 20 12 19 0.00 0.0 0.6 0.00 19.03 460.10 460.90 39.798 2.01 24 34.74 7.19 0.11 21 29 20 0.00 0.0 0.2 0.00 3.52 462.14 463.30 55.220 2.10 15 10.14 7.51 0.32 22 30 21 0,00 0.0 0.0 0.00 3.52 463.40 464.76 40.597 3.35 15 12.80 5.39 0.24 23 13 20 0.00 0.0 1 0.0 0.00 1.5.51 461.00 466.04 47.184 10.68 24 80.08 6.28 Q.16 24 28 17 0.20 5.0 5.0 7.24 1.17 453.00 453.70 86.320 0.81 15 6.30 0.96 1.51 25 20 13 0.75 5.0 5.0 7.24 8.37 450.85 452.00 65.890 1.75 15 9.24 6.87 0.16 26 27 15 0.52 5.0 5.0 7.24 2.67 446.78 449.00 32.697 6.79 15 18.23 2.21 0.25 27 E-16 2 0.39 5.0 5.0 ' 7.24 1.89 432.54 437.81 29.751 17.71 15 29.44 1.54 0,32 28 E-15 2 0.00 0.0 5.2 7.18 1.49 434.37 435.71 26.631 5.03 18 25.52 0.84 0.53 29 E-14 28 0.37 5.0 5.0 7.24 1.50 436.17 437.58 23.277 6.06 12 9.50 1.91 0.20 y �_ * " r... ... . INLET CALCULATIONS do 4 4 jn/hr OF Line No. Inlet ID Drng Area (ac) Inlet Time (min) i Inlet (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff {%) Curb Len (ft) Junct Type Gutter Slope (ft/ft) Gutter Width (ft) Cross SI, Sw (ftlft) Cross SI, Sx (ftift) Gutter Depth (ft) Gutter Spread (ft) 1 2 0.33 5.0 5.69 0.85 1.60 0.00 1.60 0.00 100 2.00 Curb Sag 2.00 0.083 0.020 0,25 6.12 2 3 0.00 0.0 0.00 0.00 0.00 .... .... _.. .... .... MH .... .... ._. m 3 4 0.00 0.0 0.00 0.00 0,00 U-1 Y MH .... .... U W 4 5 0.00 0.0 0,00 0.00 0.00 .... .... .... .... .... MH .... .... .... .... .... 5 6 0.00 0.0 0.00 0.00 0.00 .... ... . .... .... .... MH .... .... ca m ... .... 6 21 0.06 5.0 5.69 0.85 0.29 0.00 0.29 0.00 100 6.00 Curb 0.080 2.00 0.083 0.020 0.10 1.15 7 22 0.04 5.0 5.69 0.70 0.16 0.00 0,16 0:00 100 6.00 Curb 0.100 2.00 0.083 0.020 0.07 0.88 8 23 0.20 5.0 5.69 0.82 0.93 0.00 0.74 0.19 80 6.00 Curb 0.100 2.00 0.083 0,020 0.14 1.69 9 24 0.00 0.0 0.00 0.00 0.00 .... .... .... _._ MH .... .... .... ..._ .... 10 25 0.00 0.0 0.00 0.00 5.93 0.00 5.93 0.00 100 Grate Sag 2.00 0.330 0,330 0.81 2.46 11 26 0.35 5.0 5.69 0.87 1.73 0.00 1.73 0.00 100 8.00 Curb Sag 2.00 0.083 0.050 0.16 1.95 12 17 0.32 5.0 5.69 0.82 1.49 0.00 1.49 0.00 100 6.00 Curb Sag 2.00 0.080 0.050 0.17 2.12 13 18 0.00 U 0.00 0.00 0.00 .... .... MH .... .... ..., 14 19 0.67 5.0 5.69 0.79 3.01 0.00 3.01 0.00 100 6.00 Curb Sag 2.00 0.083 0.050 0.26 3.98 15 7 0.04 5.0 5.69 0.90 0.20 0.00 0.20 0.00 100 6.00 Curb Sag 2.00 0.083 0.020 0.04 0.53 16 8 0.03 5.0 5.69 0.70 0.12 0.00 012 0.00 100 6.00 Curb Sag 2.00 0.083 0.020 0.03 0.37 17 9 0.01 5.0 5.69 0.90 .0.05 0.00 0.05 0.00 100 6.00 Curb 0.090 2.00 0.083 0.020 0.05 0.59 18 10 0.44 5.0 5.69 0.65 1.63 0.00 1.63 0.00 100 6.00 Curb Sag 2.00 0.083 0.020 0.18 2.48 19 11 0.57 5.0 5.69 0.70 2.27 0.00 2.27 0.00 100 6.00 Curb Sag 2.00 0.083 0.050 0.22 3.07 20 12 0.00 0.0 0.0Q 0.00 0.00 .... .... .... .... MH .... .... .... .... .... 21 29 0.00 0.0 0.00 0.00 0.00 .... .... .... ... .... MH .... .... .... .... .... 22 30 0.00 0.0 0,00 0.00 3.52 .... .... ..,. .... MH .... 23 13 0.00 0.0 0.00 0.00 15.51 .. .... .... .... MH .... .... .... 24 28 0.20 5.0 5.69 0.81 0.92 0.00 0.92 0.00 100 6.00 Curb Sag 2.00 Q.083 0.050 0.12 1.45 25 20 0.75 5.0 5.69 0.40 7.91 0.00 7.91 0.00 100 .... Fidwall ... .... .... .... 26 27 0.52 5.0 5.69 0.71 2.10 0.00 2.10 0.00 100 8.00 Curb Sag 2.00 0.083 0.020 0.18 2.88 27 16 0.39 5.0 5.69 0.67 1.49 0.00 1.18 0.31 79 6.00 Curb 0.050 2.00 0.080 0.020 0.19 3.61 28 15 0.00 0.0 0.00 0.00 0.00 .... .... .... .... .... MH .... ... .... 29 14 0.37 5.0 5.69 0.56 1.18 0.00 1.18 0.00 100 2.00 Curb Sag 2.00 0.083 0.020 0.20 3.85 O C �n NN� 6� oQ�� E �mm .E c: •E - U c W 0loo I 4J r tea ae5 O M � L° . No. 33028 SNA L A m U-1 Y U W U O H O Q ww ca m W Q C7 W Q m 0 W o z 0 c„ W 0 A co C\2 ci ci O i% Z V2 rn v U) O O C:) 0 M U U L1J Z O W J U- C) O � w IL-1 O �1 w Z Q W W �I O V 1 E" i W� di O UD 1-i W J W W T- U) fn DOM. PROJECT NO16.0023 INDEX TITLE: SW5 SHEET NO: 5 OF 10 DATE: 02/24/17 STORMWATER NARRATIVE STORM WATER MANAGEMENT FOR THE SITE IS PROVIDED BY AN EXISTING, REGIONAL RETENTION POND DOWNSTREAM FROM THE SITE THAT PROVIDES WATER QUALITY AND QUANTITY CONTROL FOR THE SITE. PLANS AND DESIGN CALCULATIONS FOR THIS POND WERE PREVIOUSLY APPROVED BY THE COUNTY ON 2/20/08 (WPO 20070078). THIS MAP SHOWS THE PROPOSED SITE AS PART OF THE DEVELOPED DRAINAGE AREA FOR THIS POND. FURTHERMORE A POST -DEVELOPMENT C VALUE OF 0.84 WAS ANTICIPATED FOR THIS SITE. THE C VALUE FOR THE PROPOSED SITE IS 0.62. THEREFORE, THE ACTUAL RUNOFF FROM THE SITE IS BELOW THE APPROVED RUNOFF TO THE RETENTION POND. ALSO, THE SITE DOES NOT EXCEED THE MAXIMUM IMPERVIOUSNESS OF C = 0.84 TO COMPLY WITH THE WATER QUALITY CALCULATIONS. m IMPERVIOUS AREA SUMMARY PREDEVELOPED: -,, �, ��, , ,_, _f,,, ,��,�, " - ____ - - ��a I �,, �:��-- -- E wvv­ _____ ____ ,,'-, '' x-, -1 I GRAVEL DITCHES 10,352 SF 0.24 AC - 11'__ _1111 ­,�1'1, , 1'/,/�;/, - " ----� ---- -,- -- -- ..- ­ - I .... .. 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No.33028 A ( 1�_( 4t� 1c, I - 7 _�,-,j _�`7'wlo k 0 N A L � V,�_2kw;"' cf) �2-, c) �� z 0 r_ _:::� 0 w = C/D � - >--q Ill pq p ---q �;_ 54 = cn DO = P-r-1 �D I �_: m �_, 3� Q:� C) 1 :1 �4 Q_.) §_ a, E----, &--I �?,_ E--, Z ��, FZ74 m P4 �� �-T� �� c ) I<T� ;2ii P4 C_� F4 0 �4 1 1 1 C_� �4 M �2,- ::� �, �� z _<4 �il 6 ,c::� - I CD E-1 124 04 I u 1-4 P:� E - C/) W in ��' 04 r- -1 1-1 r- 1-4 ___1 - — 9 �� � Ico a) cq C\2 04 cf) �2-, c) �� z 0 r_ _:::� 0 w = C/D � - >--q = (:D pq p ---q �;_ 54 = cn DO = P-r-1 �D I �_: m �_, 3� Q:� C) 1 :1 �4 Q_.) §_ a, E----, &--I �?,_ E--, Z ��, FZ74 m DOM. PROJECT NO:16. INDEX TITLE: mv!� SHEET NO: 6 OF 10 DATE: 02/24/17 _:::� 0 - >--q = (:D pq &--q �� �ij- P-r-1 �D I = Q:� C) ra, :1 �4 Q_.) �_: a, E----, &--I �?,_ E--, Z ��, FZ74 m P4 �� �-T� �� c ) I<T� ;2ii P4 C_� F4 0 �4 1 1 1 C_� �4 M �2,- ::� �, �� z _<4 �il 6 ,c::� - I CD E-1 124 04 I u 1-4 P:� E - C/) W in ��' 04 r- -1 1-1 r- 1-4 ___1 - — 9 �� � Ico a) cq C\2 04 CD C:) E-4 -:i-, �� E ---i cn 0 , �2,- — — �� ��. 0-4 Q4 F_ F- co LLI w m U) cf) _<4 6i __j U) �� CD z 0 r- m 5� 9 ul F.� w I < 0 U) n �� P'q m u 1/1 P4 ,c,> 0 u N 04 9�1 0 N �o u u I di I I I -1 �, . I I Ui I C5 - I C, I I I _j E: qd I DOM. PROJECT NO:16. INDEX TITLE: mv!� SHEET NO: 6 OF 10 DATE: 02/24/17 _:::� >_ - >--q = (:D &--q �� �ij- P-r-1 �D I �?,- Q:� C) ra, :1 �4 Q_.) a, E----, &--I �?,_ E--, Z ��, FZ74 �_4 P4 P4 �� �-T� �� c ) I<T� ;2ii P4 C_� F4 �4 ­:� C_� �4 M �2,- ::� �, �� �_� ­::� _<4 �il t� 12� ,c::� - I C ) E-1 124 04 91 u 1-4 P:� E - w E- ��' 04 -:V, 0 C) E, U) �_� ��_- �� �� �� r::� = 04 CD C:) E-4 -:i-, �� E ---i cn U) , �2,- �� L�j _j �__ 0-4 Q4 F_ F- LLI w m U) DOM. PROJECT NO:16. INDEX TITLE: mv!� SHEET NO: 6 OF 10 DATE: 02/24/17 CONSTRUCTION SEQUENCE 1. 2. 3. 4. a No j; T7n parcel to Carrriax AutgiSuperstores 502 DR, 69-663 DB 1726_356 DB 1919-443 DB 1964-184 Zoned; HC -EC Use: Used CarDe¢lship PROVIDE 1" CONNECTION AT EXISTING WATER METER INSTALL CONSTRUCTION ENTRANCE AND TEMPORARY CULVERT CROSSING INSTALL PERIMETER SUPER SILT FENCE AS SHOWN INSTALL STORM SEWER FROM EX MH -4 TO STR-8 AND FROM STR-5 TO STR-20 TO PICK UP OFFSITE WATER FROM PAVILIONS MAINTAIN POSITIVE DRAINAGE OF OFFSITE FLOWS TO EX MH -4, UNTIL STORM SEWER ND DAM CONSTRUCTION, AT WHICH TIME THE OFFSITE FLOWS FROM THE WEST SHALL BE DIVERTED TO THE SEDIMENT BASIN, AND THE OFFSITE FLOWS FROM PAVILIONS WILL BE DIVERTED TO THE SEDIMENT BASUN, AND THE CLEAN FLOWS FROM PAVILIONS WILL BE DIVERTED PAST THE ONSITE CONSTRUCTION VIA STORM SEWER PIPE RUN VIA THE END SECTION AT STRUCTURE 20-18-17-5-4. COMPLETE SEDIMENT BASIN CONSTRUCTION AND CONSTRUCT DIKE ON WEST SIDE OF SITE. DO NOT MASS CLEAR AND GRADE THE SITE UNTIL THE PHASE 1 E&SC MEASURES ARE INSTALLED AND OPERATIONAL. BEGIN PHASE 2, COMPLETE EARTHWORK OPERATIONS TO MASS GRADE THE SITE, SEED ALL AREAS THAT ARE INTENDED TO BE LANDSCAPED. CONSTRUCT UTILITIES AS SUBGRADE IS ACHIEVED. CONSTRUCT CURB AND GUTTER. PERMANENTLY REMOVE E&SC CONTROLS ONLY AFTER PERMISSION GRANTED BY COUNTY INSPECTOR. INSTALL THIS STORM SEWER AS PART OF PHASE 1 1 1 1 •1 •1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 DIRECT DITCH TO STR 20 4 Li o. 33028 'k� �,ONAL i C/D CD 0 Q W � w A A m � w D } m O O CD z E— W p P4 u, Lu 0 w 2 Y co C O 02 c2 O ui P4 Q C) C/D CD 0 Q W � w A m � w D DOM. PROJECT NO:16.002 INDEX TITLE: SW7 SHEET NO: 7 OF 10 DATE: 02/24/17 m w Z O O CD z E— W p P4 u, Lu 0 2 A co C O 02 c2 O P4 Q U] E w O ii E— O w P:� J F-� ,Lf O o H z V N 1�1 yO, y0 U U 6i 0 Z Lu O z •-� cu � � m DOM. PROJECT NO:16.002 INDEX TITLE: SW7 SHEET NO: 7 OF 10 DATE: 02/24/17 O a a E— W p P4 O I� W W W O P4 Q O E w O E— O w P:� = W DOM. PROJECT NO:16.002 INDEX TITLE: SW7 SHEET NO: 7 OF 10 DATE: 02/24/17 CLEARING LIMITS NOTE: DIRECT WASH WATER TO PROTECTED STR 7. 41: C) No. 33028 �` lONAL � w >_— o L � V nNN00 4� ppQap� m 0 ^' W 41D o (�� O w C) No. 33028 �` lONAL � w 8. 71.4 0 0 l \ f 75.75� 5: X S , _ 1 ` X -- oo COPE % 71 �. � �• , 2 \ , _ X28 HP x25 LOADING � SPA' CE , 460 ; W _ r _.._LL TICK fl z `� m - 2s__ ROP- � f ' X10' _ _ „ 012 l PAD l \24� , i 78 _.. _ 8J./ 7 5 0 _�� -" sr x x7 -o 77 .)DIDi tch to STR 20 ��- r f J" _ — '" 1 2 East Ditch to STR 25 SW8 West Duch to STR 25 SW8 30 0 30 60 90 SHEET NO: 8 OF 10 SCALE: I"=30' DATE: 02/24/17 m w U Lu U � C) Q W � W m Q W Q m 0 w z o c� z {„ Lu n Aco CD C\2 CQ O d di J � c O Fes„ z va U U)z W W 8. 71.4 0 0 l \ f 75.75� 5: X S , _ 1 ` X -- oo COPE % 71 �. � �• , 2 \ , _ X28 HP x25 LOADING � SPA' CE , 460 ; W _ r _.._LL TICK fl z `� m - 2s__ ROP- � f ' X10' _ _ „ 012 l PAD l \24� , i 78 _.. _ 8J./ 7 5 0 _�� -" sr x x7 -o 77 .)DIDi tch to STR 20 ��- r f J" _ — '" 1 2 East Ditch to STR 25 SW8 West Duch to STR 25 SW8 30 0 30 60 90 SHEET NO: 8 OF 10 SCALE: I"=30' DATE: 02/24/17 Note: The existing storm outfall elevation is 429.00. The outfall structure flows directly into a sediment forebay for the existing storm water management pond with an elevation of 421.00. There is an existing rip rap channel tha t flows from the storm outfall to the sediment foreba . y 500 495 490 485 480 475 470 465 460 455 450 445 440 435 430 485 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 ,_� 18 �'l �I' 4 5 6 47 Vert. 7 8 �N 0 N pQcp- c 9 10 11 m>Gi� 12 13 �- i , _ _ ---- .1111 ..1111 _ cQ _ _ - . ..:_. , . _ _� _.1111, ._.1111_ . ,, .. 1 1111_.._ . . .- _ - o o - ,,,-- I _1111__ 1 `n 1111. I ... _, ., 1111._ 1111 _. 00 _ . (o a� cD _ (r•) rn. _ 11.11_..1111..._ (D '� _ II N cD -d 460 (o Lc) •- 1111 I w 1111. -_, _ Q, I ......,,..._ cn 1111 �- _ 'T �� J 1111.. d - _ 1111... 1111.__ __ 11__1_1._.. _ 1111. M Lo __ U CD L) _ . , , .. .,� -- .,.,_.., ,. 00 - lf? = ... �, - - _ - ...1.1.11_. _ __..... . .. .. ... _- _ _1111_.,. _ 1111... .._........ ........ ._......... ,, .........rte _ .. , . � Il 1111.__ J _.._........ __.__,.,. - _. I ......__I'9-- . _ _ 1 C2 _ _. _.-._._........... ..._ ___.,.... .._...._._..- ---...00 _ :'z", !" �� i >/ f` //1 I _. If ... J.-1111_._. - - _._............. 1111._._ _.._.....,,..._....... _ _. 1111 ...Q ..---_ ,.,..,,. ...to....,. I I ca � cD 1 _. _ __.._... 11.11__. ----� � - _ - � 1111 - .._._... �- ....._._.._...... ...._LO - ._..,..... _ _................... � _ , - �- o 445 _r 00 COMPACT TO 95% 10.E I�.d i-_ ... J © .... 1111. _ � __ 440 _ - 1_ F. - 11.11__. 1111 =Ozz 1111. 1111 1111. DOM. PROJECT NO16.O023 1111 > > > .._.. z -z z _ ... _........ ..... _11.11_.. _. .-. _ _1111 a0 11.11__ - ... _ , ... , I _..... 1111 __. :, _ II - _ --- _. -- -.....,,.._ .. II _ . _...__.._._ _ . - II _-.....__. II .._ _ _.___ _ _ _ _ ._.. II � I 1111 . -- - ---. . _ .. Il__ rt? __II . _ 11.1.1... _.Ii %::_:. _ _ 11 11...... _.._ ___IL _ 1111__._ 111 - -11.11. _. _. 1 __. ........ IL. _. I ...___._ _. -_ _ _ - - It ......._... 1111... 1111. 1111..-.. ....1.111,.._.... v� .. - X _ o - 1111 11 1 - _ _ 1111 _. 1111. _. _ . _.1111 n- Q ... 11.11,. -- ___-------- _ - -- -1111 ---- 1111., ,.....,.. 1111. 1111 ,.... 1111_____ _ - .. _ ..... ^ ........... ...... 1111___ .. -- ---- 1111_._. 1111.-_ „ 1.111. _,___. . 1111. 1111.. 1111. 1111 .. 1111... 1111__. _. - _ - _ _ a 0 F_ - - o _ . 11.11. 1111... ---1111 1111 11.11 _ . a -o - o. .- -- .......__..._.__ --- -:... 1111._ �_ OI-- I - o a O a OF- :_ 1111... . .. - -- 1111_ _n _, �_ i 8.81% _ i. .- - - - -F- _.... _ , , ----1- �_ - -- _ R . , -- - _ 1111 „, ,. _ ..._.._. - _ _ .. .. _ . 1111 _ `- _ _. . - 1111 1111. _, . _ _ . / _. 1111_ 11 1_ - _ _ _ -1111 1111 .. ,,, _ 1111 _. .. 1111,___„ _ _._ _ 1111. ..... _ _. - 1111 ___ _ „ _ -.- __ - _ . ___ 1111.... 11...11___. 11.11. _,.._.... --- _ ......._. _ . _ _. ._._,._. _ 8" PVG SAN SEWER . _ -- - -- _ . . . - ....._ ___ _ _ �, . 11.11., _ . 1111._ _ 1111 _ _ -STA. 10+81.36-� 1�53q° _ STA. 16+09.81 _ " _ _ ;. . _ _ _ 1111 1111 1111_ __..__._.. 1111_ PROPOSED 1111_._.. 1111 1111 1111_ 11,11_. 1111.._ 1111._ 1111 - - ---- ....,11 w _.,,.,. _ -- _ ; , 1111_.--- _ - - __ _1111 11 ._._____ _ .. _ - - 1:1' 1111 -- SURFACE __ _ _ _. ... ._ ... .... ;_ _......._. ----_ 1111-- ._-- . .. - - 1111 1111 _ 3.19 -1 _ _- _ We. _ _ 1111 _ 4__ __ __ 1 %jam - _ __ ...... _. : _ _ _.. 1 ... ._ _ ...11,11 - _ y1, _ _ ___ - _ ---- _. _ _. _ _ ._1111-._ - .. _._1 _ _ _ 1.11.1_...._.. _ - -- _,,,,,. _,,_.,,., _ 1111. - -- - ... ___....., _ _ . . _ . , 11,11 ._ 1111,.. _ 11,11,,, , _. _ _ _._ _ _ .__ _ 11.11. . __ , .. 1111. _ ... 11_ _ -- 1111.... _. _ 1111 _ _ _ _ _ _ ... N 1111._.. _ _.,... 7.48 HD .2:01% „ 1111... 1111... -------- - ETrr 00 - __ 111_. __ .-_._... 0._ 1111.._.. _ o0 0 -STA.=13+07.69 �... 1111 ..... 1111. � ._. 1 . Lei. ._ _ _- .. � U_ 21% .. ...... _ . . 11.11 __ _. . LL 1111 ... _. _ ov_ _ ou _ _ 1111 ... _ _ .. -- ---- _ __ _ . 1111-1111 _ _. „, 111 1... _ 1.1....1......, ,, . _ _ . , 1111._. ...1.111 _----- _ .__,._, „ ..- ci o. ...11....11.. _ - -- „ __._._..� 111 1---- I -, ... ___ = ., 11.11 1111. 1.111_.. _ ..._ - - / . ---11 _ 0 ..._ � 0 1n �O „ 1111 h .MD 1 -2_ 11.11_.. (D _ - 11 i U- � .. - ----------- - -_ _,,-___ .._ -- --- __ _...._..____ _ _ . 1111 1111 , _0 II `- ,It :::ii d- ,1111..__ _ + --- ... II �_ .1111 : _... _. .._. ___ -_ 8 PVC SAN _SEWER...._... 1111 1111..::.1111 1111: ..:::_ __K+, _ __::+ --- 1111... 1. 6 8_ _ 1111._ „... _,-, :._39.80 - 24 DPE _ 2.01% 47.18 - 24 HDP ®1 :68% _.__ _, .-._._.. __. _ ... _. II - ... -_ _ _ . ., , _ OZ:_ _ _IL.pz.z - _ ____ p.Z - _ 11 p STA.=13+07:69 - 11- _ -I z_Z..Z ____. --_.1111 �->> Z Z...----- ___ Q . I->> _ Z z-- ........__. _____ __.: 1111.. Z Z_Z. a f->> Z....Z 1111.... 1111 1-- _ 1111 __a .. 1111. H.> 1111. _. _ .. �--- - 1111- .. -- .1111 _ _ __ _ _ _ ..... .....1111_..__.. . N--- _ _ . _. . V)- 10+00 . _.. - 1.,.1.1_.,__1. 11-11, 1111 . _ _ -- „ ., .-_-IN-V,-449,41 1111 - E _ _ _ „1111 ---. D ST -6 -> ST -25) _ _ 1111 _._ __ _......_ . __ SW11 Horiz. Scale: C=30" _ . _ _ . - ._ --1111.. 1111 .. , 111 . _ 1111 __ .. . 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(nZ 0 Z Z Z Z f~/L Z z Z,Z__ z Z Z N Z Z 10+00 11+00 12+00 13+00 14+00 15+00 16+00 C NORM SEWER PROFILE (ST -1 -> ST -13) 500 495 490 485 480 475 470 465 460 455 450 445 440 435 430 485 480 475 470 465 460 455 450 445 470 465 460 455 450 445 440 435 430 425 485 480 475 470 465 460 455 450 445 STORM SEWER PROFILE (ST -12 -> ST -30 1111._. _ Horiz. Scale: 1" 30"' Vert. Scale: 1"=10" 465 460 455 450 445 435 430 425 50 STORM SEWER PROFILE__(STT 7 -> ST -27) Horiz. Scale: 1"=30" Vert. Scale: 1 "=10" 475 470 465 460 455 450 445 440 435 475 470 46 5 460 455 450 445 440 435 00 STORM SEWER PROFILE (ST -9 -> ST -28) _ 1111_. _ _ 111... .... ........ ...__. _ 1111 Horiz. Scale. 1° 30" Vert. Scale: C=W' 18 � W1 I% Horiz. Scale: 1"=30" 470 `0)-- n N 47 Vert. Scale: C=10" _ _ �N 0 N pQcp- c 6 21 22 m>Gi� 23 24 25 N coCD _J oN� _ p� Y p r�� _ 465 _ 1:.. .:::.. r, 1 LOw 0! � 00 = ; N W CD J _. 1111. W t>j J ,.. II _ _ _. Lp _ = .. .. _.._ 1111 , 460 (}j _ D w _ , . _ ........_. ._ 11.11...4- 1111. � , .11111111 455 .. 0 � � 455 . Q4 I U 65.89' 15" HDPE ° P-+ 11 - - 11.11. -II_. _ 31 rI _ ._..It_ P� r1 � _.II ._.. ... _ :'z", !" �� i >/ f` //1 I _. w II _ , d - 1111__ ®Q :: - ILa OF- - 445" CLo o _ , - �- o 445 _r 00 COMPACT TO 95% 10.E I�.d i-_ ... J © .... 1111. _ � __ 440 _ - 1_ F. - 44 4. =Ozz II.o . DOM. 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LL 1111 ... _. _ ov_ _ ou o_v _ _ N"" o.. ci o. 0 00��rNn 10 rn s\ rn o _ N w rn �r�j o 00 (D cD (o _ 0 ..._ � 0 1n �O 04 (D i U- � 0 _ (D(QD , _0 II `- ,It :::ii d- ,1111..__ _ + II d' ...._...____,_ ... II �_ .1111 : ... 1111 :: ,::..:...:. _ 1111...:: 1... ;. N 11 � 1111..::.1111 1111: ..:::_ __K+, 11- 11:11... __::+ ........___ _.:.._ 1111... ..:::. II pzz _11 - 0z, - 11 OZ:_ _ _IL.pz.z - 11 p.Z - _ 11 p a- _,...._. I->>> - 11- _ -I z_Z..Z ____. --_.1111 �->> Z Z...----- ___ Q . I->> _ Z z-- ........__. _____ __.: Q _..1->>> Z Z_Z. a f->> Z....Z 11- .......... 1-- _ 1111 __a .. 1111. H.> 1111_. , . . Z... .. ._._.._. �--- a,-- U)-- N--- U)- V)- 10+00 11 +00 12+00 13+00 3 STORM SEWER PROFILE ST -6 -> ST -25) SW11 Horiz. Scale: C=30" Vert. Scale: C=10" 500 495 490 485 480 475 470 465 460 455 450 445 440 435 430 485 480 475 470 465 460 455 450 445 470 465 460 455 450 445 440 435 430 425 485 480 475 470 465 460 455 450 445 STORM SEWER PROFILE (ST -12 -> ST -30 1111._. _ Horiz. Scale: 1" 30"' Vert. Scale: 1"=10" 465 460 455 450 445 435 430 425 50 STORM SEWER PROFILE__(STT 7 -> ST -27) Horiz. Scale: 1"=30" Vert. Scale: 1 "=10" 475 470 465 460 455 450 445 440 435 475 470 46 5 460 455 450 445 440 435 00 STORM SEWER PROFILE (ST -9 -> ST -28) _ 1111_. _ _ 111... .... ........ ...__. _ 1111 Horiz. Scale. 1° 30" Vert. Scale: C=W' 8 STORM SEWER PROFILE ST -18 -> ST -20) -1111... ...1111. ............... 1111..._ __...... SW11 Horiz. Scale. C=30" Vert. Scale: 1"=10" 490 485 480 475 470 1k 465 460 455 450 445 480 475 470 465 460 455 450 445 440 435 430 485 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 (-I 1T1 n T)A rf CSI nTAT11 T) TT:I-)nllTT T-1 /lym r- rlT A n\ Horiz. Scale: 1 °=30" Vert. Scale: 1 "=10" 23 26 490 N to - O cc 11.11. (V J __� J _. , 0- ,. � _ 485 11 i' 11 7 a_o . D_ o o 0 4 0 EXI TING - FACE 47 . . 2�% F 470 9 ... PR POS D16 5 SU FACE - - (0 � NN_. 460 �� O O of � . . �.� ._. t` 1 1.11. 4 5 O (D (D (D O � 0 (O D__oo ©.ii��©u. 40 II � Z Z .11 O-- - O Vz>z-z V)z _: 445 10+00 10 30 g STORM SEWER PROFILE ST -23 -> ST -26) SW1 "I Horiz. Scale: C=30" Vert. Scale: 1"=10" 480 475 470 465 460 455 450 445 440 435 430 00 coy z 0 1- - M w (04 18 20 470 `0)-- n N 47 6� N n- _ _ �N 0 N pQcp- c m>Gi� C6 =... 6 N E s q)mv--Z m Q4 . p� Y p •- 465 LO� . LOw E � E-1 W � W W II _ PROPOSED II 460 W W w w F-� 4.. 455 .. 0 � � 455 . Q4 I U 65.89' 15" HDPE ° P-+ � 450%'r w rn 1111 ... F i �/ /? /',> P� 4 0 � :'z", !" �� i >/ f` //1 I _. w ��-� � -Of W EXISTING ._.. - 445" 0 � w AC 0 445 '�-, 00 COMPACT TO 95% 10.E I�.d Qj J © II 0 ) OPTIMUM MOISTURE©:ii � ~ 440 �_ + P4 1_ F. - 44 4. =Ozz II.o DOM. PROJECT NO16.O023 .... < > > > .._.. z -z z _ ... < > z 435 � � 43 10+00 10 75 8 STORM SEWER PROFILE ST -18 -> ST -20) -1111... ...1111. ............... 1111..._ __...... SW11 Horiz. Scale. C=30" Vert. Scale: 1"=10" 490 485 480 475 470 1k 465 460 455 450 445 480 475 470 465 460 455 450 445 440 435 430 485 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 405 400 (-I 1T1 n T)A rf CSI nTAT11 T) TT:I-)nllTT T-1 /lym r- rlT A n\ Horiz. Scale: 1 °=30" Vert. Scale: 1 "=10" 23 26 490 N to - O cc 11.11. (V J __� J _. , 0- ,. � _ 485 11 i' 11 7 a_o . D_ o o 0 4 0 EXI TING - FACE 47 . . 2�% F 470 9 ... PR POS D16 5 SU FACE - - (0 � NN_. 460 �� O O of � . . �.� ._. t` 1 1.11. 4 5 O (D (D (D O � 0 (O D__oo ©.ii��©u. 40 II � Z Z .11 O-- - O Vz>z-z V)z _: 445 10+00 10 30 g STORM SEWER PROFILE ST -23 -> ST -26) SW1 "I Horiz. Scale: C=30" Vert. Scale: 1"=10" 480 475 470 465 460 455 450 445 440 435 430 00 coy z 0 1- - M w (04 y y i 04 a° o % 5 e r - f i I _ .. _ ._ E . No. 33028 O %� ti L.� ( I �n 61 U ryry V U rr 1' 0 Y NAL R9 A r- r- A o C w m Q w Y U w = 0 0 W Q co Z 0 0 w Q m M w z in w 0 O Li.i J U U) R I I iii 0 z w J ; _ .� E 0 `0)-- n N 6� N �� �N 0 N pQcp- c m>Gi� O Q� °'mm E > a O E s q)mv--Z m Q4 L p� Y p •- N� .� & - v E � E-1 W � W W ___ y y i 04 a° o % 5 e r - f i I _ .. _ ._ E . No. 33028 O %� ti L.� ( I �n 61 U ryry V U rr 1' 0 Y NAL R9 A r- r- A o C w m Q w Y U w = 0 0 W Q co Z 0 0 w Q m M w z in w 0 O Li.i J U U) R I I iii 0 z w J •`f SHEET NO: 9 OF 10 DATE: 02/24/17 O O �' � E � Q4 O W U I. � � E-1 P4 � W W � Cn W W w w F-� 11�� F --I Q; 0 � � Q4 I U &- P-+ � U ~ w � P� w � �' w ��-� � iD � 0 E -i UD '�-, O Qj J � ~ �_ + P4 1_ F. - w w DOM. PROJECT NO16.O023 INDEX TITLE: •`f SHEET NO: 9 OF 10 DATE: 02/24/17