Loading...
HomeMy WebLinkAboutSW3191104_2020.02.14-TLE Waxhaw Plans_2/14/20200 CV O CV Ca (D IL Z LU IY 0 J 0 U CO ry LLJ 0 U Cn (D (D c— CO I U) s= 0 CB X Ca LLI J 0 U ao C� CV 0-) CV ti N U CD _O n Iz- (D s= s= Lu ' edbin�tan t x SITE i4l6rJfll NewTiaa�.n�� � A Z © 2019 Microsoft Corporation © 2019 HERE E:O.r.Q N VICINITY MAP NOT TO SCALE L lilt ay w A 44 VA o. l - 1�►D/�T,4© 2. 5 C ONE MAPS' -� # L.. a THE LEARNING EXPERIENCE SITE PLAN PIN NUMBER/PARCEL ID 06156003 1425 PROVIDENCE RD S WAXHAW, NC 28173 N AERIAL VIEW OF SITE NOT TO SCALE g� ry CITY GIS / ZONING MAP NOT TO SCALE OWNER / DEVELOPER GS DEVELOPMENT, LLC C/O ELIAS GARCIA 18008 MOLLYPOP LANE CORNELIUS, NC 28031 PH: 704.763.4187 EMAIL: ELIAS@GSGHOLDINGS.COM TOWN OF WAXHAW UNION COUNTY, N.C. GRAPHIC SCALE 50 0 25 50 100 ( IN FEET) 1 inch = 50ft. UTILITIES ELECTRIC: UNION POWER NATURAL GAS: PIEDMONT NATURAL GAS WATER & SEWER: UNION COUNTY PUBLIC WORKS � ' CIVIL ENGINEER CES GROUP ENGINEERS, LLP FIRM LICENSE #: F-1240 274 N. HWY. 16, SUITE 300 DENVER, NC 28037 SEAN COLDREN SCOLDREN@CES-GROUP.NET PH: (704) 325-5425 ARCHITECT C.L. HELT ARCHITECT, INC. 6405 WILKINSON BLVD, SUITE 200 BELMONT, NC 28012 PH: (704) 342-1686 X107 FX: (704) 343-0054 VWVW.CLHELT.COM LAND SURVEYOR CAROLINA SURVEYORS, INC P.O. BOX 267 PINEVILLE, NC 28134 PH: (704) 889-7601 SHEETINDEX Sheet Number Sheet Title Drawing Revision Number C 0.0 COVER SHEET C1.0 EXISTING CONDITIONS C1.1 DEMOLITION PLAN C2.0 SITE PLAN C2.1 FIRE APPARATUS MANEUVERING PLAN C3.1 EROSION CONTROL PHASE 1 C3.2 EROSION CONTROL PHASE 1 C3.3 EROSION CONTROL PHASE 2 C3.4 EROSION CONTROL PHASE 2 C4.0 UTILITY PLAN C4.1 SEWER PLAN AND PROFILE C4.2 WATER PROFILE AND TRAFFIC CONTROL DETAIL C5.0 FINAL GRADING PLAN C6.0 DRAINAGE AREAS C7.0 LANDSCAPE PLAN C8.0 LIGHTING PLAN C9.0 EROSION CONTROL DETAILS C9.1 EROSION CONTROL DETAILS C10.0 SITE DETAILS C10.1 SITE DETAILS C11.0 UTILITY DETAILS C11.1 UTILITY DETAILS C12.0 DRAINAGE DETAILS C12.1 DRAINAGE DETAILS A ENGINEERS PLANNERS SURVEYORS SCIENTISTS CES Group Engineers, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300 DENVER, NC 28037 T 704. 489.1500 www.ces-group.net SEAL: �O °�oFEs sl o o ' = L 8 - 8 041342 8 - e 041.42 ��o�" �(a I NE�Po° Ooilt��� SUBMITTALS DATE: PURPOSE: 11/20/2019 FIRST COUNTY SUBMITTAL 2/14/2020 SECOND COUNTY SUBMITTAL I i I LU UM Z v` W ao U Z Wi U W 0. _ W J Z J Q JCNO O 0 W O I ' I W W Z D_ w � n D O J- 0 V C) W W Q J U Z O W Co Z 00 0 3 � Z W co U Z W0 O W LO 04 PROJECT NO: 7292 - 0819 DRAWING REVISIONS NO: REVISION DESC. DATE. DRAWN BY: SC REVISED BY: CHECKED BY: TC ISSUED BY: SC DRAWING TITLE: COVER SHEET DRAWING NUMBER: 000 Copyright 2019 CES Group Engineers, LLP I� _ -NOW OR FORMERL Y- _ RICHMOND HILL DEVELOPMENTS LLC CO RIM: 655.52 INV.• f644.4 00 � J � EX SSMH 15A MH ID# 12691 r640.26 RIM: 650.76 INV OUT.•640.11(2) S ED wpJ6 E ® l (DO) REBAR (FOUND \ / BEN T) STELE - ® WM T uE \ CO NOTE.• WATER LINES RIM: 655.82 /� o� ���0 ��� INV.•f644.6 THIS AREABLE IN DB 5373 203 � - - L 0 T 22, PC 11705 TCE (DB 7407165) 20OAK - -644 6 "OAK / I / 7„ OAK \\�L 12 "OAK 6 'OAK \ � 645 - - _ -7' OAK ' 20'114 "OAKF _ 4 "OAK ANGLE IRON -646-- - - - _ - - OA (FOUND) �-� -652--- 7'OAK / N. C. S. P. C. 647 REBAR. _ N: 456, 771. 76 - (FOUND) ° - - - 655 - 14 "OAK / /\ E. 1, 469, 400. 30 - -648 �10' OAK 12'%10' OAK / S 8 10 06 W 290. 74- 8 "OAK - - - -8-/- .-OAK AXLE \ j!� / CF: 0. 99985572 12' OAK '� _ (73.36)� / / .65 / .•- - -14-"OAK- - - 8 „oAK (FOUND) _ 649- / 5 OAK (217. 38) 8 "OAK R adk - - - _� !l�8 OAK / 3'%1 A / / / 7 'OAK 8 "OAK 10 OAQV WOODLINE � SNOW OR FORMERL Y 20'SSE / RICHMOND HILL DEVELOPMENTS LLC _ - - - - WELL -ss7 (DB 7407/65) _O DB 5373/203 -656 - W HEAD �,� 6 OAK LOT 21, PC 11705 652 / / / / TCE �' - \ -658 _ (DB 7407165) _ 10 "OAK EXISTING WELL »OAK t -654� / / / 8"OAK S \ - - -, / - 110 "OAK 14 "OAK 654_ 1 I "OAK / ' / 65 - - - / �`_ ° ,� 6 „OAK \ T 655 i 12 "OAK 9R�' ' OAK � 12� � / � / / � ��� �� / �� -660- �18"PINE 656 - / / / 659- i �,14 OAK n o _ _ /660�------661 O `�6 \-I -6 "OAK \00/-658--� �/ / / /-661/ -----662 / m `no 6s� 00 � J -NOW OR FORMERL Y, - ^ ,_V0 �� \ - J \ CHARLENE G CARTER - _ 10 "PINE cn 12'CEDAR 14 "OAK / / - 662' - \ O m- �- 138.11 DB 1232/893 ���� REBAR � � a� S 14 °02'34 W CP \ / / FOUND 10 "OAK LINE PER PC I/705 / - / - 664 (FOUND) \ ' 663 EXISTING UNDERGROUND - 12"OAK . REBAR z 6 t 6'MA .. PLE` FOUND , / TELECOMMUNICATIONS LINE .y. .... (FOUND) G W r;:....: ':.... - - `:�: 12 "CEDAR::..... �� 74 PINE - 6 - / / - / / �665 ° 4,00E 138.12 0 �o 2 6 / 664' REBAR N 10 LINE PER DB O / / PP (FOUND) APPARENT GAP 6717/554 � --� n (:::S I - BREAK � -6 (0. 015 A C.) � �=' `�° POINT 66 O I- / QC3 / / / / 666" WELL / / / Cr HOUSE N N O � / z NOW OR FORMERLY I FANNY CORER MAR TINEZ z 2 GRAPHIC SCALE T 20 0 10 20 40 F (IN FEET) 1 inch = 20 ft. EXISTING LEGEND , 16=10valI►1d - - RIGHT-OF-WAY LINE EXISTING CURB LINE GENERAL EASEMENT LINE - 722- EXISTING MINOR CONTOUR - 720- - EXISTING MAJOR CONTOUR w w EXISTING WATER LINE _& EXISTING FIRE HYDRANT >a EXISTING GATE VALVE OW EXISTING WATER METER -ss ssm- EXISTING SANITARY SEWER PIPE ss EXISTING SANITARY SEWER MANHOLE EXISTING STORM PIPE ® EXISTING CATCH BASIN EXISTING DITCH CABLE EXISTING UNDERGROUND CABLE off off EXISTING OVERHEAD UTILITY LINE ma- ma- EXISTING UNDERGROUND ELECTRIC FO/c EXISTING FIBER OPTIC CABLE c c EXISTING GAS MAIN - - EXISTING FENCE EXISTING UTILITY PLOE BENCHMARK EXISTING SWALE DB 67171554 PP SITE DATA L660 8"/7" OAK WM Cp C�i 1.54 ACRES / / �� PARCEL/PIN # 6156003 BENCHMARK (NO UG -� �, PIPE 8"OAK EXISTING UTILITY POLE WITH TRANSFORMER NAIL IN PP MARKINGS �A6' PARTIALLY / 1 I ADDRESS: 1425 PROVIDENCE RD S n - 8 AK f / , 666 EL V.• 667.85 �) 667 L - r - - / (NA / REBAR BURIED I v / WAXHAW, NC 28173 `-' E PIPE 9 „CEO R 66;\ GW PP / I 01 TELE PP l / (FOUND) S17°46'3 "W 136. 91 �E / FOB L C `71 OE OE - `. ) REE ZONED: O CZ (OFFICE CONDITIONAL ZONE) L _ ni \ Z_ - \ INV.• - - EXISTING USE: VACANT GAS - - - gyp, GAS GAS G S - GAS- GAS - - �S GAS GAS GAS GAS GAS AS - G S - 665.13 ` 12"RCP - - - - - N- � - - - - - - - - - - - - - - - - - - - - - - - - _ EXISTING EDGE OF PAVEMENT - - - - - _ �0 _ - - - - - - - Y - - -O - - - - - - - - - - - - T - - - - - - - T T/ - �- T T T - T SITE NOTES ITT � � � � - - - - - - - - - - - - - - - - 565.07 - - - - - / -7 S PROVIDENCE ROAD (kC- 7 6) 1. TOPOGRAPHIC, BOUNDARY AND EXISTING TREE INFORMATION 664 > 60 PUBLIC RIGHT OF WAY SHOWN WAS PROVIDED BY CAROLINA SURVEYORS, INC. DATED 5/20/2019 AND REVISED ON 10/07/2019. CP / \ PER MONUMENTATION CP ~ N , „ N17° 46 08 E 356.90 POSTED SPEED = 45 MPH 6 DESIGN SPEED = 50 MPH 6�0 � 6s ^� � 2. PROJECT IS SUBJECT TO ALL APPROVED CONDITIONAL ZONING ( CONDITIONS PRESCRIBED BY UNION COUNTY ZONING CASE j - - ---L----T -- T- 1� T -�- T T =T T T T T T T T� T #CZ-2017-007. - -- -�T �- V cnQ W W �N� - - -W - r- W 1* - W W W W - W C �� r 1°� T W T� 3. EXISTING WELL AND SEPTIC SYSTEM TO BE ABANDONED IN _W L 0 T T T T - T T - - - N _ _ DRI VEWA Y _ _W - - _ _ - _ RULES.ACCORDANCE WITH ALL APPLICABLE NORTH CAROLINA LAWS AND - , - TELE - - - _ _ -- -- _-- 1 OE OE 1 E OE OE OE Q� - - 0E - OE - - - 4. THERE ARE NO KNOWN WETLANDS ON THE PROJECT SITE. / 15. z \ % EXISTING ONSITE BENCHMARK: z NAIL IN PP \ / \ / ELEV: 667.85 (NAVD88) SIGN / ENGINEERS PLANNERS SURVEYORS SCIENTISTS CES Group Engineers, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300 DENVER, NC 28037 T 704. 489.1500 www.ces-group.net SEAL: CA RO P 00p0��000<� o _-S s1 0 �U_060�v 10�p - 0 041342 8 - ao Z` I�(-2°Z°oo <�\ Cb ,io��o�oa���, tiM 0 0�0 //II I1 ������� SUBMITTALS DATE: PURPOSE: 11/20/2019 FIRST COUNTY SUBMITTAL 2/14/2020 SECOND COUNTY SUBMITTAL w UM Z I` W00 _N N L.L Z W3: U W 0. _ w J Q CO O 0 J 0 I ' I W w LLU Z 0- �- uj w r�u) J-J =)0 V u) w,2w 0 w ZW 0 o O 0CU a Z U Z W w O 0 W� LO PROJECT NO: 7292 - 0819 DRAWING REVISIONS NO: REVISION DESC. DATE: DRAWN BY: SC REVISED BY: - CHECKED BY: TC I ISSUED BY: SC DRAWING TITLE: EXISTING CONDITIONS DRAWING NUMBER: Cl 0 ■ ,opyright 2019 CES Group Engineers, LLP CZ-2017-007 (TRUFFLE PLAZA) CONDITIONS: 1. MAXIMUM BUILDING HEIGHT SHALL BE TWO STORIES AND IS LIMITED TO 40 FEET 2. A TEN FOOT WIDE BUFFER SHALL BE LOCATED ALONG THE SIDE AND REAR PROPERTY LINES AND THE EXISTING VEGETATION WITHIN THE BUFFER SHALL REMAIN. 3. APPLICANT WILL SUBMIT A PHOTOMETRIC LIGHT PLAN TO UNION COUNTY THE COMPLIES WITH THE LIGHTING STANDARDS OF THE LIDO 4. THE USES ALLOWED ON SITE ARE RESTRICTED TO: 4.1. OFFICE USES 4.2. ANIMAL SERVICES LIMITED TO THE FOLLOWING: 4.2.1. GROOMING OR TRAINING; SUPPLIES; AND VETERINARY, PROVIDED NO OVERNIGHT BARDING OF ANIMALS SHALL BE PERMITTED OTHER THAN AS AN ACCESSORY USE TO A VETERINARY HOSPITAL/CLINIC SUBJECT TO THE FOLLOWING CONDITIONS: 4.2.2. OVERNIGHT BOARDING MUST BE LOCATED ENTIRELY INDOORS; AND 4.2.3. ANIMALS IN OUTDOOR RUNS FOR EXERCISE OR FOR BATHROOM BREAKS MUST BE ATTENDED AT ALL TIMES 4.3. COMMERCIAL SERVICE LIMITED TO THE FOLLOWING: 4.3.1. BUSINESS SUPPORT SERVICE; 4.3.2. COMMUNICATION SERVICE; 4.3.3. RESEARCH SERVICE; 4.3.4. STUDIO, INSTRUCTIONAL OR SERVICE; AND / ANGLE IRON (FOUND) N. C. S. P. C. TREE PRESERVATION AREAS EQUAL TO ZONING SETBACKS REBAR 4.3.5. PERSONAL IMPROVEMENT SERVICE WITHOUT THE NEED TO APPLY FOR A SPECIAL USE PERMIT 4.4. DAY CARE CENTER WITHOUT THE NEED TO APPLY FOR A SPECIAL USE PERMIT 4.5. SELF-SERVICE STORAGE FACILITY LIMITED TO TYPE 1 5. ACCESS TO THE SITE WILL BE PROVIDED BY ONE DRIVEWAY OFF OF PROVIDENCE RD 6. TWENTY FEET OF RIGHT-OF-WAY WILL BE DEDICATED TO NCDOT FOR THE PROVIDENCE RD WIDENING 7. BUILDING MATERIALS ARE RESTRICTED TO: GLASS, BRICK, STONE, SIMULATED STONE, PRE -CAST STONE, ARCHITECTURAL PRE -CAST CONCRETE, SYNTHETIC STONE, STUCCO, CEMENTATIOUS SIDING OR WOOD 8. EIFS AS A BUILDING MATERIAL IS NOT ALLOWED EXCEPT AS A BACK UP FOR ARCHITECTURAL TRIM ON STUCCO CLAD BUILDINGS 9. VINYL AS A BUILDING MATERIAL WILL ONLY BE ALLOWED ON WINDOWS, SOFFITS AND TRIM FEATURES 10. METER BANKS WILL BE SCREENED FROM PUBLIC VIEW AND PUBLIC STREETS 11. ROOFTOP HVAC AND MECHANICAL EQUIPMENT WILL FROM PUBLIC VIEW AND PUBLIC STREETS 12. ALL DUMPSTER AREAS SHALL BE ENCLOSED BY WALLS AND OPAQUE GATES UTILIZING MATERIALS SIMILAR IN NATURE TO THE BUILDINGS 13. ALL SERVICE AREAS FOR NON-RESIDENTIAL USE SHALL BE SCREENED FROM RESIDENTIAL STRUCTURES 14. ON -SITE LOADING DOCKS AND WASTE AREAS SHALL BE SEPARATED AND/OR SCREENED FROM VIEW AT GROUND LEVEL FROM PRIMARY BUILDING ENTRANCES AND FROM PUBLIC VIEW 15. STREET TREES WILL BE PROVIDED WITHIN PLANTING STRIPS ALONG THE PUBLIC STREET 16. DEVELOPMENT SHALL COMPLY WITH THE SUBMITTED CONCEPTUAL PLAN 17. THIS PETITION INCLUDES VESTING OF THE APPROVED REZONING PLAN FOR A FIVE YEAR PERIOD CO RIM: 655.52 INV.• f644.4 -4 ?0- 12 PROPOSED DROP CURB FOR 4 "OAKIF I PLAYGROUND DRAINAGE 7 PROPOSED SEGMENTAL RETAINING WALL PROPOSED FENCE ON TOP OF RETAINING WALL 'OAK HEIGHT VARIES V TO 11'. SEE ARCHITECTURAL PLANS FOR DETAILS w4v -NOW OR FORMERL Y- RICHMOND HILL DEVELOPMENTS LLC DB 5373/203 L 0 T 22, PC 11705 TCE (DB 7407165) EX SSMH 15A MH 1D# 12691 RIM: 650.76 INV OUT.• 640.11 .S 6 P/PE (DU) ® WM UE� UE� CO RIM: 655.82 INV.• f644.6 i� a NOTE.• WATER LINES UNTRACEABLE IN THIS AREA chill k1r%1l / S Lj GRAPHIC SCALE 20 0 10 20 40 (IN FEET) 1 inch = 20 ft. SITE LEGEND DESCRIPTION - - PROPERTY LINE SYMBOL R/W RIGHT-OF-WAY LINE PROPOSED CONCRETE SIDEWALK PROPOSED ASPHALT T PROPOSED PLAY YARD ° PROPOSED CONCRETE DUMPSTER PAD LF ° SITE DATA 1.54 ACRES PARCEL/PIN # 06156003 ADDRESS: 1425 PROVIDENCE RD S WAXHAW, NC 28173 ZONED: O CZ (OFFICE CONDITIONAL ZONE) EXISTING USE: VACANT PROPOSED USE: DAYCARE (CONSIDERED "SPECIAL" USE) REQUIRED PARKING: 1 SPACE PER 500SF 10,500 SF/ 500 SF = 21 SPACES PROVIDED PARKING: 40 TOTAL (30 STD. , 2 ADA, 8 COMPACT) REQUIRED BUFFERS 10 FT. PERIMETER REQUIRED LANDSCAPING / SCREENING: SEE LANDSCAPE PLAN REQUIRED SETBACKS 25 FT. REAR YARD 15 FT. SIDE YARD 25 FT. FRONT YARD N: 456, 771.76 aAIIIII& r OUND) DESIGN AND DETAILS PROVIDED BY OTHERS 14 "OAK 1. PROJECT IS SUBJECT TO ALL APPROVED CONDITIONAL ZONING CONDITIONS PRESCRIBED BY UNION COUNTY / E.• 1,469,400.JO 10"OAK 12%10" K 518°10'06"W 290.74 'NV 8'%�"OAK AXLE ,� ZONING CASE#CZ-2017-007. CF: 0. 99985572 8 "OAK (73.36) 10' BUFFER '"� 5 (217.38 g"OAK o 14"O K (FOUND) 1 "OK 2. FUTURE RIGHT OF WAY IS BASED ON CONDITION OF REZONING CZ-2017-007 REQUIRING 20' OF RIGHT OF WAY BE +9 Q �8 „� 4 DEDICATED TO NCDOT. PROPOSED •� . '�1 �O 7 CONCRETE PRODUMPOSED 3. PROPOSED DAY CARE FACILITY TO BE SERVED BY PUBLIC WATER AND SEWER. �.......... .......................... ......... ........ PAD AND ENCLOSURE. ........ ....... ........... PLAY EQUIP.. . . . . . . . . . ... ...... ..... . \ SEE ARCHITECTURAL / _ ' ' ' ' ' ' ' ' 20+ 10' 4. DIMENSIONS AND COORDINATE POINTS ARE TO THE FACE OF CURB, EDGE OF PAVEMENT, OR CORNER OF PLANS FOR DETAILS °' °' ' ' ' ' ' ' ' ' ' ' ' 25' EAR YARD "^Y `°°� a 3 10- "'NOW O) BUILDING UNLESS OTHERWISE NOTED. P e. . . . . . . . . . . . . . . . . . . . . . . �. . . .�-,T�. PLAN EQUIP.. ' RICHMOND HILL 10, R3 � INFANT/TODDLER N .�-'� 1 5. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL STANDARDS. PLAYGROUND .. PRE-SCHOOL.. PLAYEDLIF > DB PLAY EQUIP. .. . . . . . . . . . . . . . . . . � . . . . . O v 2,750 SF ............ PLAY EQUIP.. ... +o'•zo'. . . . PLAYGROUND.......... 6 "OAK LOT 2l PLR. . 3,575 SF ~-- E (� J '' 6. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR ENGINEER PROPOSED SEGMENTAL 1 5, , . °° a, N ARROWS SHOWN FOR �� . - - - - o (DB ai 07/65) . 10 "OAK PRIOR TO PROCEEDING WITH WORK. PARKING CIRCULATION ONLY 4....:..:;i :..a .. ::.: .::.... ...... . RETAINING WALL 10 Q- C'ONC::.:81r=V\/ALK ... :+ : - HEIGHT VARIES 1 TO 12 . 30.3ti. "Q ,� 7. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS DESIGN AND DETAILS 'Av, ®' � 8"OAK AND APPROVALS FROM ALL REGULATORY AUTHORITIES. PROVIDED BY OTHERS FL9 125'91 ��_OAK 14 "DAK o,� >- ��Q\'fir 'i�4 6,: 8. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PROPOSED TREE PROPOSED SEGMENTAL 1K PROTECTION FENCING C19, ❑ ❑ \ RETAINING WALL PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS. 12 "0 -' SEE DETAIL °' ? / HEIGHT VARIES V TO 12'. I I /DESIGN AND DETAILS 9. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMAN AND THE PUBLIC SHALL BE PROPOSED STANDARD TP °' C� 15 U . 24' 19' � PROVIDED BY OTHERS _jam PROTECTED FROM INJURY. DUTY ASPHALT �� -< y 6 OAK IN PARKING SPACES (� U D t \ -i-- v n ' �� 10. MAINTENANCE OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS AND SEE DETAIL 15 7 m ❑ ❑ SPECIFICATIONS. 00 z _ 0 U rn PROPOSED FENCE (TYP) 11. DO NOT SCALE DRAWINGS FOR ACTUAL DIMENSIONS, AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 00 -4Q. PROPOSED DAYCARE 10,584 S.F. I I�� SEE ARCHITECTURAL PLANS FOR DETAILS 14"0%QC' o 4 4 U R °° /I�N�o L ;�\ 12. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL PROPOSEE) 7 D oR VAN ACCESSIBLE \� \lI� 138 ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 2009 EDITION AS AMENDED. N �........ . 16 "OAK S 4 02 34 W PARKING BARRIER FREE ............ ........R AR 10 O� LINE PER PC 11705 13. ALL PAVEMENT MARKERS SHALL BE FOUR (4) INCHES WIDE UNLESS INDICATED OTHERWISE ON DRAWINGS. AREA PARKING SIGN o m ....... (. UND) Q ; 0 12 "OAK o 14. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS. 0 r :....... 6 „MAPLE`:::::: : a) O m (9'. ' � ''.72 CEDAR.: �� 2 14 "Pl Z E z:._ .PLAY AREA I ^ 8- 115. CONTRACTOR SHALL SAW -CUT EXISTING ASPHALT PAVEMENT AREAS TO TIE IN SMOOTHLY TO PROPOSED 18" CONC. �S O;. .-----� 'C? 4,006 SF 10' ° 4 O� E 3 l� O �.`L CURB &GUTTER ,A �` `�� `' REBAR N10 2L�NE PER 06 PAVEMENT AT DRIVEWAY ENTRANCES. r I r TYPICAL ��� I (FOUND) APPARENT GAP 6717/554 16. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS, TRASH ENCLOSURE DETAILS, FENCING FUTURE 25' 6' ,<. 5.7' 38.3' BREAK DETAILS, SIGNAGE DETAILS. j FRONTYARD POINT (0.015 AC.) n PROPOSED HEAVY 17 AND LOCATION OF SIDEWALK STOOPS, STEPS, ANDRAI � a, 26' �.`'. ;'' �71� CONTRACTOR SHALL COORDINATE CONSTRUCTION A S, S S, S S, H L, j DUTY ASPHALT AND ACCESS DOORS WITH ARCHITECTURAL PLANS I WELL IN DRIVE AISLES L O O .� A C N b T SEE DETAIL Er? _ HOUSE ," N EO........................................................ LO .............. pp N W R F RME L Y 18. COORDINATE SIDEWALK AND SCORING PATTERNS ADJACENT TO THE BUILDING WITH THE ARCHITECTURAL EO z 0 0 R 8 N FUTURE 10' BUFFER N Co FANNY CORER MARTINEZ PLANS. PROPOSED 10'X70' SIGHT o �mb_, PROPOSED 6 CONCRETE SIDEWALK � pp �►4T TRIANGLE (TYP.) UTUREFUTUREDB 6717/55419. SEE SPECIFICATIONS FOR PLAYGROUND REQUIREMENTS. COORDINATE WITH PLAYGROUND EQUIPMENT /W R/W R/WR/W R/W R/W R/W oo VENDOR FOR ALL PLAYGROUND EQUIPMENT AND PLAY SURFACES. PLAYGROUND EQUIPMENT AND SURFACES i ,t PROPOSED 5' CONCRETE SIDEWALK 70' 70' 0O BENCHMARK -� TO BE PROVIDED AND INSTALLED BY REQUIRED VENDOR. NO SUBSTITUTIONS ALLOWED. °O NAIL IN PP i 8 "OAK - - L o. N. "'.':' - 20. CONTRACTOR TO ENSURE PROPER DRAINAGE FOR PLAYGROUND AREA SO ABOVE GRADE AND BELOW GRADE :. EO f�EB,gR=:'': "PON ING" WILL FROM BUILDING AT 1/8" TO 1/4" PER FOOT D L NOT OCCUR PROVIDE POSITIVE DRAINAGE AWAY L PIPE ��- E347.5' FRONTAGE c�� GW (0 TELE PP S17°46'3 "W 136.91 (Tll PITCH. NO ROOF DRAINS TO EMPTY DIRECTLY INTO PLAYGROUND. niOF tttt OF E 21. PROPOSED PLAY YARD SURFACE AREAS TO CONSIST OF SYNTHETIC TURF AND POURED IN PLACE RUBBER - GAS GAS GAS -� GAS GAS GAS SURFACING. PROPOSED MONUMENT SIGN j T - TT fi 22. CONTRACTOR SHALL PROVIDE NECESSARY TRASH COLLECTION AND DISPOSE TO A LEGALLY APPROVED �D LANDFILL. �-' PROPOSED CROSSWALK D SEE DETAIL D 23. STOP BEFORE YOU DIG. CALL NC ONE -CALL CENTER AT 811 OR 1-800-632-4949. 0 PUB L.IC RI. H T.. F _ WA >G PER. MD U EN A. 24. PLAY AREA EQUIPMENT SHOWN IS APPROXIMATE AND FOR CONCEPTUAL PURPOSES ONLY. M T TION .. Q CP - CP POSTED .SPED ._ 45. MPH ° E DESIGN SPED -.50 MPH N.1.7.46.D8..E 356.90. E 25. PARKING LOT SURFACE SHALL BE MAINTAINED IN SUCH A MANNER TO PREVENT REPAIR OR REPLACE POSTED SPE D_ =. 5 PH _ . E DETERIORATED SURFACE MATERIAL POT HOLES AND MAJOR CRACKING OF IMPERVIOUS/PERVIOUS SURFACE T T T T T T T T T T T T T T T T MATERIAL AND STRIPING SHALL BE VISIBLE AND WELL DEFINED. V 'n W ��� W W W W W W W W W W Tv T W C N� W T 26. THOUGH IT MAY NOT BE ILLUSTRATED, SHOWN, LISTED, DENOTED, OR EXPRESSED THIS PLAN SHALL COMPLY L O - 0 T T T T TELE DRIVEWAY WITH ALL PROVISIONS OF THE UNION COUNTY LAND DEVELOPMENT ORDINANCE IN EFFECT AT TIME OF REVIEW AND APPROVAL. Y r OF OF OF OF OF OF OF - OE 27. FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE TIME THAT THE ROOT PROTECTION ZONES L SEE NCDOT ROADWAY ARE ESTABLISHED (PRIOR TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR PLANTED MATERIALS, IMPROVEMENT PLANS MAINTENANCE SHALL BEGIN AT THE TIME OF PLANTING AND SHALL CONTINUE INDEFINITELY. C; AA � arauP ENGINEERS PLANNERS [ /� SURVEYORS A,- SCIENTISTS CES Group Engineers, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300 DENVER, NC 28037 T 704. 489.1500 www.ces-group.net SEAL: �0ocP°OFESSIp'L9'� O O 8 v204u134220 (pp.\ vU N �p 2!`_: Op0000000" ,//, Al. �C O\�-\\. SUBMITTALS DATE: PURPOSE: 11/20/2019 FIRST COUNTY SUBMITTAL 2/14/2020 SECOND COUNTY SUBMITTAL W U00 Zv- W00 _N C) Z W� U LU _ w J Q 00 O 0 J W 0 W w Z 0- ;�­ uj U) U) 0 J =)0 v w > 2 w w W 00 oO 0 � Z C)Z co 0 W 0 O W0 W� LO PROJECT NO: 7292 - 0819 DRAWING REVISIONS NO: REVISION DESC. DATE: DRAWN BY: SC REVISED BY: CHECKED BY: TC ISSUED BY: SC DRAWING TITLE: SITE PLAN DRAWING NUMBER: C200 Copyright 2019 CES Group Engineers, LLP STRUCTURE TABLE STRUCTURE DETAILS: PIPES IN: PIPES OUT RIM = 662.70 DI-5 INV IN = 657.37 12" HDPE INV=657.37 15" RCP INV=657.27 INV OUT = 657.27 8" HDPE INV = 658.72 RIM = 662.15 DI-7 INV IN = 659.08 6" HDPE INV=659.08 8" HDPE INV=658.98 INV OUT = 658.98 RIM = 661.48 DI-6 12" HDPE INV=658.26 INV OUT = 658.26 RIM = 661.06 CB-4 INV IN = 655.44 15" RCP INV=655.44 15" RCP INV=655.34 INV OUT = 655.34 RIM = 662.64 DI-7A 6" HDPE INV=660.22 INV OUT = 660.22 RIM = 658.49 15" RCP CB-3 INV OUT = 654.02 INV=654.02 RIM = 658.42 CO-2A INV IN = 657.25 8" HDPE INV=657.25 8" HDPE INV=657.25 INV OUT = 657.25 RIM = 647.57 HW-1 18" RCP INV=650.40 INV IN = 650.40 RIM = 659.80 DI-12 15" RCP INV=656.25 INV OUT = 656.25 RIM = 659.01 DI-11 INV IN = 655.52 15" RCP INV=655.52 15" RCP INV=655.42 INV OUT = 655.42 RIM = 655.82 FES-10 15" RCP INV=654.30 INV IN = 654.30 TOP = 657.58 15 RCP INV = 653.00 (CB-3) SF-2 INV IN = 653.00 15" RCP INV = 655.00 (CB-4) 8^ HDPE INV = 656.00 (CO-2A) 18" RCP INV = 651.00 INV OUT = 651.00 8" HDPE INV = 656.00 (ROOF) CO RIM: 655.52 INV.• f644.4 I C r1 rc 00 \ I\ IN V.- 640.26 Q0, � (�J) // RE� � (FO ND Z EX SSMH 15A MH ID# 12691 RIM: 650.76 INV T.• 640.11 (2) S ® ® USE S w / ILLL \ 1 ^TELEED \ WM 1. I T -NOW OR FORMERL Y- o �� co uE RICHMOND HILL DEVELOPMENTS LLC �RIM:655.82 DB 5373/203 o A INV.• f644.6 L 0 T 22, PC 11705 TCE J �G - � ___ 645 / � _ PROPOSED SEGMENTAL RETAINING WALL \ ANGLE IRON -646-- DESIGN AND DETAILS PROVIDED BY OTHERS (FOUND) \ N.C.S.P.C. 647 PROPOSED UNDERGROUND PRECAST PROPOSED SWALE \ N.- 456,771.76 - I (f CONCRETE SAND FILTER PROPOSED „ @ 0.7% SLOPE - E.• 1, 469, 400. JO - -648--10 "OAK \ 12'/10 "OAK DROP CURB 06 W 290. 74 8 "OA CF.• 0.99985572 �` (73 ��� - FLUSH WITH ASPHALT a - TIC 662.08 C PROPOSED LASS BNV 649.84 B 649 - PROPO'OAK SEC D LEANOUT 5 (21 38 g "OAK (DB 7407/65)/ 20 11OAK ��'� C� 7"OAK "OAK 12 'OAK 6 'OAK -7"OAK 4 "OAK / PROPOSED PERFORATED HDPE UNDERDRAIN SYSTEM WRAPPED WITH GEOTEXTILE FABRIC Gj / I SEE NOTE 17 74 "OAK i NO TE: WA TER LINES UNTRACEABLE IN THIS AREA 01 EXISTING �850 X8-14•60 XB/C 874,60 xl/% 5038 XB/w 883.51 W OH/U c�� 65,E - 747 / GRADING AND DRAINAGE NOTES: - 8'% OAK AXLE\ j!� 14 OAK _ - _ (FOUND)_ 12' OAK ,Vvl GRAPHIC SCALE 20 0 10 20 40 (IN FEET) 1 inch = 20 ft. LEGEND PROPOSED \� 850 --- CONTOUR WITH ELEVATION Xg-74 60 SPOT ELEVATION XBIC S74 60 BACK OF CURB SPOT ELEVATION xv\N $g3 j$ TOP OF WALL SPOT ELEVATION X6l`N $g3 51 BOTTOM OF WALL SPOT ELEVATION CONCRETE CURB & GUTTER - - PROPERTY LINE ❑ CATCH BASIN / CURB INLET STORM DRAIN AND ENDWALL SS SANITARY SEWER SANITARY MANHOLE NCO CLEAN OUT W WATER MAIN OR SERVICE LINE OH/U OVERHEAD UTILITY LINE FIRE HYDRANT GATE VALVE c��' POWER POLE GUY AND ANCHOR CANOPY TREE TO REMAIN RETAINING WALL T/W 660.75 10' BUFFER '� B/W 651.51 1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS NOT ASSUMED TO REPRESENT A RIPRAP APRON 64g� / - - �1 BNV 653.61. Q BM/ 655.15 / .45 B/W 655.26 8 OAK / BALANCED CUT / FILL CONDITION. �6SD T/C 660.72 T/W 661.81 TM 662.54 / T/W 663.14 T1W 662.68 T/W 662.25 / 2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATE AND SHALL PROVIDE ALL EARTHWORK NECESSARY TO 20 LF - 18" RCP 2.99% 2 - - - CO-2A 173 LF - 8" HDPE @ 1.00% - - - - ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR SPOILS REQUIRED. HW-1 - @ - z NOW 0/ \ yes - / 25 REAR YARD _ DI-7 3. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING PAVING, LAWN AND \ � / BNV 650.52 - i SSE 1-11 PROPOSED 12 NYLOPLAST DRAIN RICHMOND HILL T/W 660.37 TIC 660 A2 30 LF - 8" HDPE @ 4.12% \ B/W 651.77 6 \ \ I / ��5 , - _ - - - -s5� (DB 7407/ ) _lO (_A � BASIN WITH PEDESTRIAN GRATE DB � LANDSCAPE AREAS. \ - \ 1 / . ° T/C 660.30, I C66 6 - _ o �I' SEE DETAIL 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN \ 6s� T/W 660.00 ° 2 I �� 66�g9 66% ,6663 , 663 663 TCE + -� V- LOT 21 _ /0 w w . / SF-2 / I ��c sic - - CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO ACTUAL FIELD TIC 659.73 ° .6607/ _ NV 65 .55 PROPOSED SCM ACCESS AND _ 3 °� :.:::::.:....:. . MAINTENANCE EASEMENT _ 66p I / o, .:..., .. .. . . �� ::.'., ::..::: .�u' : �� OAK 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK, BOTH „ :� :. .... � ::�� :..� ;: , : .•.:; � ... , 2 '1�1` � 6600s -654- o00 �17 LF - 15 RCP 662.51 G66 �^ �. ►� ?� ' : .:.......:.: .-. 8"OA 66 K PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL o°' ��G� @ 2.00% �� 000' �a / - - - 32 _OAKS C14'OAK PROPOSED TREE - F�'':•;r• ,tom 6 "OAK REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT. _65 , SEE ARCHITECTURAL PLANS PROPOSED 220 LF 8" HDPE 12"OAKS PROTECTION FENCING W - \V - - TIC 661.41� I , FOR DOWNSPOUT DETAILS @ MIN 1.0% SLOPE 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. SEE DETAIL 12"OA1 \6 - Tj 5y -660- r /I\8;'PIN� 7. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, PARKING LOTS AND SIDEWALKS ARE sS 6S9 51 LF - 15" RCP Doll (0^`'6 CB-4 C I6j 8p I ^ 6 II �'' '� lib FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH C7 0 o rn �.. I �� oti�c PROPOSED 37 LF 6" HDPE 1. 6, 14 "OAK n j� @ 2.00% G G N 0 _ _ - ,T �� I I 6 TIC 663.01 coy `a MIN 1.0% SLOPE r B/W 661.42 0 \ - - CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. 6 / 10' ,� ° @ _ - - 661 2 ( I 6 \ y 6 OAK "STD." S6. \ C7 <<g 663.01 ^M -0 TNV 662.80v ��� vo m 8. ALL STD. NUMBERS REFER TO THE NCDOT OR UNION COUNTY STANDARDS. 6 �" \ U' _ 9. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. goo / m z (3) -� - _ / T/W 659.07 �- IIIIIIII ADA RAMP °� ^ �661 �- : m �' 10. PIPE LENGTHS SHOWN ARE THE ENGINEER'S ESTIMATE USED TO COMPUTE PIPE SLOPE AND INVERTS AND B/W 656.25 0�0 oa^ �^ `ems; SEE DETAIL �� o����L Y� - - s�°2i� o �// ­zz�� o I s63 (-oM . RTER PROPOSED DAYCARE - FFE - 663.25 ' 10'PINE� v �II7i SHALL NOT BE CONSTRUED BY THE CONTRACTOR TO REPRESENT THE ACTUAL QUANTITY OF PIPE REQUIRED. C>,o o� . `::.: `O.. - 2+ '` :; •/I�• �'12"CEDAR - 11. MAXIMUM CROSS SLOPE OF SIDEWALKS SHALL BE 1/4" /FT. � I 662 m- �m �� - ��`� I �� I �QB '� 93 i _ , 663 ..' \� \ '" 138. M - -- 16 "OAK S14 02'34 "W 12. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. W/ OUT ADDITIONAL STABILIZATION MEASURES AND PRIOR TIC 663.01 c(9), R R d� ? APPROVAL. PROPOSED 35 LF 6" HDPE - _ ;` D 10. "OAK LINE PER PC I/705 I663.01 o �64.( ) 13. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD 0 6� -u @ MIN 1.0 /o SLOPE , M 12 "OAK 6 _ - cfl '� <�ii:y .. CONDITIONS WARRANT OFF -SITE GRADING PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY 14 "P11 ro ��� PROPOSED DOWNSPOUT I �: 6:... 12 "CEDAR. ' �� 12 OWNERS. o� oti w _ 0 E 138 CONNECTION (TYP) 66 . 0 24 0 J / G� o°o 66 I I r °l^ SEE DETAIL 4 PROPOSED 178 LF 8 HDPE - oo N1 E PER DB 14. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS o MIN 1.0% SLOPE 6° 03 REBAR ON �„ I ��, I _ ��� Tics I I w ° ^ / @ .:: ° /rn/ lAln) A IDD A 0C-AI _ A o 67171554 WATERTIGHT. D / BM 658.99 � �- n ( O 626� FgJTURE t5' o) / 1 1 1 66'? I PROPOSED 12" NYLOPLAST DRAIN 15. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC / ��/ �i I FRIDNT YM - % 663? 663? 663 663 �'i BASIN WITH PEDESTRIAN GRATE \ T/W 660.00 -C66 6g3 BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL o SEE DETAIL BE LABELED "STORM SEWER". QC3I I _ °o / _ DI 5 6 r 6 0 DI 7A WELL ° 0 6 C - _ .: .:` �:::.' .:. :.� ..:•. 6 16. RIM ELEVATIONS OF CURB INLET EQUALS THE FLOW LINE OF GUTTER PAN NOT THE DEPRESSED ELEVATION AT s .6°3 V89 l3 W 6633 W 3 W 3: HOUSE Q / 66z84 I „�I 3 6 6 os 12„ o M NOW OR FORMERLY- n n n n n (9 0/ / y - 6 0 �F - z THE INLET. 66 \-^.,9 S / HDPE @ 1.00°� 662 FFE �� FANNY CORER MARTINEZ 17. ALL PROPOSED CONTOURS IN ALL "FILL" AREAS SHOWN ON THIS PLAN REPRESENT COMPACTED STRUCTURAL / 660 - < - < - - < - I I 662 00 DB 6 717 554 / 61 6, FUTURE � �o DI-6 FILL AND SHALL BE CONSTRUCTED WITH SATISFACTORY MATERIAL COMPACTED TO THE STANDARDS OUTLINED 660fill) 6 ,/ 662663 -cr R 665 R 666= 3° ' R/W RAN 663 R 00 -�gg4-�o 66577 -\\Cl �o6h o`'^° ^^ 664 IN THE SPECIFICATIONS. r PRC`POSED GRASS SWALE TIC 3 B NCHMAR 8"OA 66020 66311 � `���^ 665 IN PP 7 ssss� 18. RCP PIPES SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. 666 T .. 5.57 .24 19. ALL STRUCTURES AND GRATES SHALL BE COMPLIANT WITH THE MOST RECENT NCDOT STANDARDS AND BE 1 `L 0 6 6 6 Tj 6_ n E GW PP 648 C6 s i-66 ti-� G6 G6 , „ TRAFFIC BEARING AND RATED HEAVY DUTY, UNLESS LOCATED OUTSIDE OF A PAVED AREA. P \ - o �� T�css SS° ADA RAMPS 66` ���� �� 665 20. RETAINING WALL TO BE SEGMENTAL WALL. CONTRACTOR TO SUBMIT STRUCTURALLY ENGINEERED PLANS TO �i 66 \ ��a664_ - �\ ss�, SEE DETAIL ��G 665 - - THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. - -GAS�� -664 -666 S GAS GAS - - G 9i_ GAS 21. UNDERDRAINS SHOWN ARE FOR PLAYGROUND AREA. 22. ALL HDPE PIPE SHALL BE ADS N12 TYPE S OR APPROVED EQUAL. 23. PROPOSED UNDERDRAIN SYSTEM TO BE COORDINATED WITH SYNTHETIC TURF MANUFACTURER AND/OR CD > � . . ...................... .... .. � - sue.. .......................... �- - �-' - SUPPLIER. PROPOSED SCM ACCESS AND a D MAINTENANCE EASEMENT 24. PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL EXISTING TREES SHOWN ON APPROVED > P F0 BLIG RlTA . PLANS AS BEING RETAINED TO MEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING THE i, PER. MO U ENTA.T M lON CP. CP POSTED sPE D .= 4s.MPl� CONSTRUCTION PROCESS FROM REMOVAL DESTRUCTION OR INJURY. BEFORE ANY EXCAVATION TAKES 0 E DESISN SRE D 50 MPH. 6 �.. � .. N.1.7 46 .DB..E ..356.90 .. � PLACE ON THE SUBJECT SITE A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL SUCH TREES 70 _ _ - - _ T T T T SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN ---L T -� T T -T- T T _T T T T - - - - i - - THE DRIPLINE OF SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY APPROVED BY THE ADMINISTRATOR. 'n - -_W ono W W_ N� - - - --_W 1� - W W Tv - - T� W CON r - - REQUIRED TREE BARRIERS MUST BE SHOWN ON CONSTRUCTION PLANS. O _ - - \ T T T r / - TEL - - - - DRIVEWAY - _ 25. THERE ARE NO KNOWN WETLANDS ON THE PROJECT SITE. LIl OE OE o� E OE OE OE Q� - / - -0E - - Know what's below. Call before you dig. NORTH CAROLINA / \ ONE -CALL CENTER INC. DIAL 811 or1-800-632-4949 I 2 BUSINESS DAYS BEFORE DIGGING www.ncocc.org C; AA � arauP ENGINEERS PLANNERS SURVEYORS SCIENTISTS CES Group Engineers, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300 DENVER, NC 28037 T 704. 489.1500 www.ces-group.net SEAL: Oz �OocP°OESSIp 9'L,9'� 0 O - 8 041342 8 SUBMITTALS DATE: PURPOSE: 11/20/2019 FIRST COUNTY SUBMITTAL 2/14/2020 SECOND COUNTY SUBMITTAL W U00 Zv- rl- W °O EU Z W3: U LU _ W J Q 0p O 0 J 0 I ' I W w LLU Z uj U) U) 0 0 J w 0 C) w >�w w Z W 0LU o O 0 � Z U CO Z W W0 O WCII LO "I. PROJECT NO: 7292 - 0819 DRAWING REVISIONS NO: REVISION DESC. DATE: DRAWN BY: SC REVISED BY: - CHECKED BY: TIC ISSUED BY: SC DRAWING TITLE: FINAL GRADING PLAN DRAWING NUMBER: C500 Copyright 2019 CES Group Engineers, LLP TELE 00 1 \ I Lj GRAPHIC SCALE �\ I T 20 0 10 20 40 EX SSMH 15A MH ll 12691 (1640.26 V.• RIM: 650.76 ( /N O T.• 640.11 Wm> LF ( IN FEET) 1 IN = 20 ft. �- S INV- (DO) 640.76 / \ / EXISTING / \ 850 r REBAR / (FOUND / BENT) ❑ -,TELE - ® WM CO NOTE: WATER LINES RIM: 655.L. IN 82 UNTRACEABL DB 5373 203 /� o�OG��� \ INV.•f644.6 THIS AREA � — L 0 T 22, PC 11705 TCE J ,�� \ (DB 7407165) 20OAK — —644' 7 OAK \\�L �6 „OAK ___645 -7"OAK `\ 12"OAK 6 'OAK \ _ — 4 "OAK / \ \ ANGLE IRON -646� - — — _ (FOUND) ��---_ —652--- 7'OAK / \ N. C. S. P. C. 647 REBAR. \ _ _ N: 456, 771.76 — (FOUND) ° ,� — — — 655 — 14 "OAK E.• 1, 469, 400. JO _ --10' OAK \ 12'/10"OAK S 18 10 06 W 290. 74- — — 8'10 "OAK \ CF: 0. 99985572 �` 648 / / 8 "OAK -�-- AXLE 12 "OAK \ _ (73.36)� / / / .65 /5 'OAK 217.38- — -14 "OAK- _ _ — _ — _ (FOUND) /1 _ i / / ) 8 "OAK — \8 "OAK / 649- — 10 �FER '"� \ I .......... ......... / / CO-2A . . / y . //. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DI .7. \ \ H / / . . . . . . . . . . . /. �. �. .— .— . —. — / - � ............... — .— z -NOW OR FORMERLY- . ,..... 25 REAR YARD ........ 3 SSE... . rn`� .. 66 663 / RI CHMOND HILL DEVELOPMENTS LL C \ \ \ \ 65 0, .......... .............. .. ............... — .— .— DA-7 (DB. 740.7/ 5). N �........... ....... _ .... —. _ ....... — .� — — o DB 5373/203 ........... _ 0.09 AC LOT 21, PC 11705 ._6 . 6 "OAK \ ........ j ............/ ......... .. .......................... C= 0.95 ......TCE I - \ a / . >............. _ ._ .. 10 "OAK .40 \ ` 653 — � � � �� � j Ti / OAK 8 OAK 110 OAKS �14 "OAK 6`O 6 - 6 OAK 12 "OAK 9R�' 659 _ DA-B1 -660- jI\0'PINE� 0.12 AC \ '� C= 0.95 I . 0-iA c �o _ -'lam \ 6 6 N I / I / 660 � - 661 -1�6 v n 6 \ B_3 _— DA-3 n �/ 0.42 AC _ DA-4 Pro/ . z / ��'� \ � / C= 0.82 0.05 AC - 66 1 _ _ _ m `n No 6s� �� I C= 0.89 F ERL Y� -I--— o' C� U - I E C 10'PINE� /I\\ cn-12"CEDAR 4i"OA/ / / 1 B /662- �663 �� m\ �6 „ 1 / a j I 3 / — — — _ . . ��, 16 "OAK S 14 02 34 IN 138.1 CP LL 10 'OAK LINE PER PC V705 — � � 0 z � _ / � 12 "OAKqqma :..:.::::::::::......::.: � REBAR _ DA-Al — — ...... ...,: FOUND 66 I I i 0.12 AC .. . . . . . . - ,.:.:..: F:� t::� "ern o ................... _ (FOUND) Z -NOW OR FORMERL Y- RICHMOND HILL DEVELOPMENTS LLC CO RIM: 655.52 INV.• f644.4 I "OAKI �o GPI e LEGEND PROPOSED \� 850 CONTOUR WITH ELEVATION CONCRETE CURB & GUTTER PROPERTY LINE ® CATCH BASIN / CURB INLET STORM DRAIN AND ENDWALL BASIN DRAINAGE AREA BOUNDARY INLET DRAINAGE AREA BOUNDARY Amm � arauP ENGINEERS PLANNERS SURVEYORS SCIENTISTS CES Group Engineers, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300 DENVER, NC 28037 T 704. 489.1500 www.ces-group. net SEAL: �00cP°OFESSIp00, 'L9'� O O - 8 041342 8 - 0000,000 Cp����• SUBMITTALS DATE: PURPOSE: 11/20/2019 FIRST COUNTY SUBMITTAL 2/14/2020 SECOND COUNTY SUBMITTAL W UM Z W00 _N N L.L Z W3: U W 0. _ W J Q 00 O 0 J W 0 W w Z uj U) U) -15 w 0 w > 2 w w W 00 oO � Z C)��U (D Z W W0 0 W� LO PROJECT NO: 7292 - 0819 DRAWING REVISIONS NO: REVISION DESC. DATE: DRAWN BY: SC REVISED BY: CHECKED BY: TC ISSUED BY: SC DRAWING TITLE: DRAINAGE AREAS DRAWING NUMBER: C600 ;opyright 2019 CES Group Engineers, LLP FRAME GRATE AND H00D GENERAL NOTES: BACK OF CURB SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. Z } ~ X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Q ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q F_ , TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT rZ-i� U Y �" �' Y o 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J r Z O O _ o' L - - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. A _ IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB z W Q LL = 00 io a:. ;o AS SHOWN ON STD. N0. 840.00. U O Ur .o '.. 6" '.o B.'. 6" USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. - - - - F ~ = Z W o. 'o FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER ° D CO ~ LL O J W H Q 8'-0' TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST �,' :°''°''�� •o QUANTITIES ACCORDINGLY. O O (n= CONSTRUCT WITH PIPE CROWNS MATCHING. PLAN ° z Op t- H X g" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". r W t] SECTION X-X DRAWING NOT TO SCALE. r CD TOP ELEVATION TOP ELEVATION SEE STD. NO. 840.03 STEPS - STD. N0. 840.66 STEPS - STD. NO. 840.66 6 ° A �- 6 - - - - - - - TOP ELEVATION - - - - - D:: Cr 0 A LL v.E-�i '1: ° �° z i� Qw PD. = 6" D G .. 6" H m O_ _ SECTION Y-Y s" a" c s" < _ o: D v D '.. D .: I] 0 °•.' •o° RISER HT.LO VARIES c 1 ' ` o .' t] = Q a. . o o. .o, R Q �.i o.�'::. ': �.� :.' 0 6" SECTION J-J ' A 4 Q W O v WHERE 30" TO 36" PIPE IS USED a can W SEE NOTE SECTION M-M N WHERE 42" TO 54" PIPE IS USED WHERE 30" TO 36" PIPE IS USED >- Q 0 - RISER HT. � Z VARIES. O o J J o ci o:r- of B - - -'. 6 D..' '0.1 A A j p. r..tr....a...�. :°I � o I Iy WHERE 42" TO 54" PIPE IS USED -°- V. p: -;,.. o:.. D DETAIL SHOWING METHOD OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 840.02 z 00 43" NOTE: USE TYPE "E", "F" AND "G" GRATE =a - UNLESS OTHERWISE NOTED. oN P\ 3" P H } Q Q z = U wJaHz B 000= 21/g rr 21/8" W QQLL= Q U CDr0 ___ N N v~i�wo� o O SECTION - LL SECTION - MM 0 0 - cc CO O Q¢ A oo A ALIGN FRAME WITH INSIDE 13/g" EDGE OF WALL TO ALLOW �"{ FOR VERTICAL ADJUSTMENT o. z QD I- H ,- Lu p w r O O WALL SECTION SECTION - BB B SECTION - PP SECTION - NN PLAN =m 4L. -� FRAME,GRATE, & HOOD ASS'Y J N 3/ NI Lo Orr6CD z CC 0 00 LLom6"2' = 3' 0`co`aT113o> Q Z Q QU rn a r.� K -K Na _ n O L m 0) °' MyQ W SECTION - AA z < L M "' 7�� �Ocn JJ FRAME PLAN N SECTION - JJ Q - O W .3//� 3'-0%8rr 55 �211 c1�� fr - Q I 1i _�s„ t 1�s'� I� I R 3 RJ12 I v > 6rr 2r_Orr 6rr 19 1/2r 6rr 6rr 12/4 3/rr r rr 3/23rO3v2r3/0�3/rr 000 o OQC z _LL O LL rr r 11 SECTION - KK _ 1�s" 2' _ 111'2" 45/8rr HOOD ELEVATION SECTION - RR 3840 oU3 S06ur Protection as Required Use Rip Rap or Concrete Slab in Outlet Area Typical Pipe Outlet Detail S EXPANSION JOINTS g" E-j 4, 6" I, #4 BARS "V" 6 8 STD. 840.03 FRAME, @ EQUAL SPACESBRAT ,v2rr .I ,err 3 rr R y R co 7 U 7 U I- 6' 0" a a PLAN coN nw JJ m Q w CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES m< d o # w TOP w � Mu USE ON FLAT ELEV. EXPANSION JOINT GRADES 2% AND UNDER 11 s, 3 0 DEPRESSED GUTTER LINE EXPANSION JOINT Ir--1---�--•1 PLAN OF TOP SLAB SECTION S-S ELEVATION NORMAL CURB AND GUTTER ON LIGHT GRADES NORMAL GUTTER LINE 6jBAR�SU" #8 "W" BARS 44 BAR EXPANSION JOINT s TOP #4 BAR "V" a USE ON GRADES OVER 2% ELEV. @ EQUAL SPACES - - 'Or DEPRESSED GUTTER LINE EXPANSION JOINT 6' 0" I �1r O„ IMI MAX. j 11/2„ I DOWEL ELEVATION SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) DIMENSIONS OF BOX AND PIPE COVER DIMENSION CU.YDS. GONG. IN BOX DEDUCTIONS ONE PIPE PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT BARS-U BARS-V BARS-W TOTAL TOP SLAB BOTTOM SLAB TOT. CONC. FOR MINIMUM HEIGHT. D A B C G H E F NO. LENGTH NO. LENGTH NO. LENGTH LBS. 12" 3'-0" 2'-2" -- -- 2'-9" -- -- -- -- -- -- -- -- -- -- 0.235 0.772 0.015 0.026 15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036 18" 3'-0" 2'-2" 3'-3" 0.235 0.887 0.033 0.049 24" 3'-0" 2'-2" 3'-9" 0.235 1.001 0.059 0.085 30" 3'-0" 2'-2" 3'-4" 4'-3" V-2" 4' 0" 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 0.321 1.433 0.092 0.127 36" 3'-0" 2'-2" 3'-10" 4'-9" 1'-8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178 42" 3'-0" 2'-2" 4'-5" 5'-3" 1'-5" 3'-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243 48" 3'-0" 2'-2" 5'-0" 5'-9" 2' 0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317 54" 3'-0" 1 2'-2" 5'-7" 6'-3" 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 12'-11"1 41 1 0.180 10.386 1 2.387 0,297 0.401 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT Z O F- } Q Q rZ=co LL _j O0CI) =z W Q Z W = aUM 0 =~zw COI-WOJ CC ID O Q Z H = 1 0-' W 0 _ O Z LL 1-4 O C7 H Q W CO 0- < = O � v= �L Ln V z = Q W H C()W_ } = N ��- z 0 O 0 V O Cc 840.02 z 00 DETAIL SHOWING TYPES OF GRATES USE ACCORDING TO WATER FLOW. 23/rr 2 113i4 1 /2 ~ Q z o = U B r- (3 , LL J r TYPE "G" TYPE "E" TYPE "F" A A 1 "� 9% " ooco=z U (LL D0s ~ c0\ 0 W -� WATER FLOW SAG `- WATER FLOW �- I 9%8" I W O H Q O CO CZ --------------------------- - - - - -- B 1/2,I� 13/ w r o SECTION B-B --------------------------------- 13/rr 21/„ L H -WATER FLOW SAG WATER FLOW - Q LL O DO SECTION A -A 0 2 TYPE "F" TYPE "E" TYPE "G" TYPE - E z = z Q Q L)9 Q P RAISED FLOW ARROW 23/ 4„ 1 /s�� HIGH p 0 RAISED FLOW ARROW 23/4 HIGH '1 D N Q Q W o �\ \ 1 /2 aQ~ co C3 co z m\ /8„ O a O /6 \ < L o 0 =) P 1 /2 " a \ 1 I 1/8rr 1 /2rr 13/4' Fes- 2'-113/4" 1 /2 " R /8rr 2'-113//4 M LL_ LL o LL �-^ 1 /2 rr � 1 /2''l �� I - /C / -�_ -�{ �1�2 I r 13�'If SECTION A-A� 1 /2rr I1. /8 SECTION A -A TYPE G SHEET 2 OF 2 840.03 8" Min. Low Permeable Soil Ll °o Control Joint Cut Geogrid Storm Drain Pipe For pipes larger than 24", a concrete collar may be cast around pipe for ease of construction and appearance. CReinforced Soil Keystone Cap Unit Keys dard d"W Unit r Concrete Collar if Applicable Scour Protection as Required Z c 0) 0 1' Min. Thickness Unreinforced Concrete Concrete Collar or Crushed Stone if Applicable Leveling Pad Typical Pipe Outlet Section Standard Unit - Near Vertical Setback is Y PLAN WITH GRATE & FRAME REMOVED SECTION X-X J ,urirvu�irv�iu� )P ELEVATION 840.16 FRAN RATE (SEE NOTE) GENERAL NOTES: USE CLASS "B" CONCRETE THROUGHOUT. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00. CONSTRUCT WITH PIPE CROWNS MATCHING. SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER CHAMFER ALL EXPOSED CORNERS 1" DRAWING NOT TO SCALE. MAX. PIPE THIS SIDE - 18" m SECTION Y-Y DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) DIMENSIONS OF BOX & PIPE CUBIC YARDS CONC. IN BOX DEDUCTIONS FOR ONE PIPE PIPE SPAN I WIDTH MIN. HEIGHT D A B H BOTTOM SLAB WALL PER FT. HT. TOTAL CONCRETE FOR MINIMUM HEIGHT, H C.M. R.C. 12" 3'-0" 2'-0" 2'-0" 0.222 0.222 0.592 0.015 0.026 15" 2'-3" 0.648 0.023 0.036 18" 2'-6" 0.703 0.033 0.049 24" 3'-0" 0.814 0.059 1 0.085 30" 3'-0" 2'-0" 3'-6" 0.222 0.222 0.925 0.092 0.127 1" DEPRESSION 1'-7`/8rr 1 r 7rJ/$rr CV SECTION G-G 2'-31/4" 1%6" �2" SECTION H-H 8" Min. Low Permeable Soil III11 IIII Grid Depth IIIIII :III Reinforced Soil =1 Redirect Grid Around Pipe �I as Required IIII Approximate 'III Limits of III Excavation I r Retained SoilD 1III �I oaaa =111 o CY N v sk, *N 4" Perforated PVC 'III IIIIII-IIIIII11I11111II1I11I1 �1 /21I t 1%2rr '\ 15/8 r 15/8 rr T - o G �G o 0 L --- -4 11 0_ o J O I� H N `.17 V-4%2" 1'-7`§/8" 1, 7!,'8rr PLAN OF GRATING CAST IRON #4 BAR 6" DOWEL 3'-6" F E E N �- -------- --4 F PLAN OF FRAME CAST IRON /8rr 1 j8 rr /8rr 1/8rr 1 rI 3 33/ 1 rr 1 rr 2 33/ 1 rI 1/8rr 1/8rr /8rr 1/8 rI 1 3/ rr 3/ II I 3/ " 3, " 3'-2" 2/ " �� 21/8 rr 8 _ __ _ 3'-13/4" N N Zr 13/rr N N 3'-6rr 2'-6rr SECTION E-E SECTION F-F Keystone Cap Unit Keystone Standard Unit Unit Drainage Fill (3/4„Crushed Rock or Stone) 1' c .� 0 Finished Grade Drainage Tile =111 11 1=1111 1� �� 1=1 11 I- =1 When Site Conditions Require Unreinforced Concrete Foundation Soil or Crushed Stone g Levelin Pad Typical Wall Section with Pipe in Reinforced Zone Standard Unit - Near Vertical Setback Z O On } aQ CD -1 LL -1 0 Z OCI)O = Wazw= F 0 00-i =~zw c/D�WOJ o �c~nQ 1 Lu W � o LL W cs J H Z w Q N � < oa 00 O C0 = Q Q � z W = Q H cn W _ >-W N z T � O O Ci _ 840.14 z 00 �} aQ rZ C' LL _j Ooco= WazW= a"=Or0 =~zW co LL 0 0 CO CZ z �� 1 Lu w� 0 r N 0 W 00 F- LL LL O d " O ' QZ O = Q It 00 W 0 o M Q Q C3 z LL Q `"~� W �Z = o H � H oat w W U) C fr 0 LL 840.16 IMI 4 � srawP ENGINEERS PLANNERS J� C; SURVEYORS SCIENTISTS CES Group Engineers, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300 DENVER, NC 28037 T 704. 489.1500 www.ces-group.net SEAL: 11111 \\1N\l Ill/// OZ �00 g:) ESSIp 8 v204u134220 cyo�Iv[a_/Ne 00000000 2rp SUBMITTALS DATE: PURPOSE: 11/20/2019 FIRST COUNTY SUBMITTAL 2/14/2020 SECOND COUNTY SUBMITTAL W UM Z� WC)O N Z W� U W 0. _ W __jQ CO O J 0 I ' I W W W LZ Z �n J W v W LU LU Z W O LU co oo� 0 O Z W O CO� U z 0 O w 0 w LO N PROJECT NO: 7292 - 0819 DRAWING REVISIONS NO: REVISION DESC. DATE: DRAWN BY: SC REVISED BY: CHECKED BY: TC ISSUED BY: SC DRAWING TITLE: DRAINAGE DETAILS DRAWING NUMBER: C1 2mO copyright 2019 CES Group Engineers, LLP 7 0 c a a FILTER SECTION 'A -A' FABRIC La = THE LENGTH OF THE RIPRAP APRON. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" STR # d0 d 50 dmax THICKNESS La 3d0 OUTLET WIDTH H W-1 18" 0.5' & 75' 1.125' 10' 4.5' 1 1.5' USE THIS FOR UPSTREAM FILL RIPRAP BETWEEN PIPES NOTES: 1.INSTALL A GRADED GRAVEL LAYER OR A SYNTHETIC FILTER CLOTH BETWEEN THE RIPRAP & SOIL FOUNDATION. 2. ENSURE THAT RIPRAP CONSISTS OF A WELL -GRADED MIXTURE OF STONE, LARGER STONE SHOULD PREDOMINATE, WITH SUFFICIENT SMALLER SIZES TO FILL THE VOIDS BETWEEN THE STONES. THE DIAMETER OD THE LARGEST STONE SHOULD BE NO GREATER THAN 1.5 TIMES THE d50SIZE. 3. SELECT STONE FOR RIPRAP FROM FIELD STONE OR QUARRY STONE. THE STONE SHOULD BE HARD, ANGULAR, & HIGHLY WEATHER -RESISTANT. THE SPECIFIC GRAVITY OF THE INDIVIDUAL STONES SHOULD BE AT LEAST 2.5. 4. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT FILL REQUIURED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERAIL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. 5. FILTER CLOTH, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. & CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. 7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. & IMMEDIATELY AFTER CONSTRUCTION, STABILIZE DISTURBED AREAS WITH VEGETATION. 9. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS. CES GROUP RIPRAP OUTLET PROTECTION ENGINEERS, LLP (FLAT AREA NO WELL-DEFINED CHANNEL STD. NO. 6.41 c ACE PER SITE PLAN PEA GRAVEL WRAPPED IN SOIL FILTER FABRIC 21 8" PERFORATED UNDERDRAIN PLAYGROUND UNDERDRAIN DETAIL NOT TO SCALE REVISIONS MODULE NOTES REVISION DATE REV BY DESCRIPTION OF REVISION TYPE QUANTITY I HEIGHT 1 1014119 JSA ADDED PIPE INVERT ELEVATIONS. B 1 6' 2 10/10/19 JSA ADDED TYPICAL ELEVATION VIEW. Bl* 1 6' 3 12120/19 JSA UPDATED WEIR ELEVATION AND SAND AREA. Cl* 1 6' Fl 1 6' Q1 1 6' St* 1 6' TOTAL 6 VOLUME= 1,361 CUBICFEET 06" PERFORATED PVC UNDERDRAIN LEGEND: INDICATES PRETREATMENT MODULES As = 315 SF OUTLET CONTROL WEIR. INDICATES SAND FILTER MODULES SUPPLIED OLDCASTLE INFRASTRUCTURE. STORMCAPTURE MODULES BY OLDCASTLE INFRASTRUCTURE. INSIDE DIMENSIONS: 7' W x 15' L x 6' H, SYSTEM INVERT: 651.00'. Al = 298 SF & INSTALLED GROUTED IN PLACE BY OTHERS. & - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MODULE DESIGNATION INDICATES NON-STANDARD /� MODULE SIDE WALL OPENINGS, TI . r - f - Cl* SEE MODULE DETAILS �j �\ I I j - - ----- T ------ ----- ------ ----- 08" HDPE, o I INLET INVERT: 656.00'. 018" RCP, OUTLET INVERT: 651.00'. �I I.4> I 41? 1/ w o J L - - - - - - LiL = -= - __1 08" HDPE, INLET INVERT: 656.00. - -Z J 11 - - - - - L J L i i k 024" MANWAY ACCESS WITH DRILLED IN STEPS I I I 015" RCP, (TYPICAL 4 PLACES) 1 015" RCP, INLET INVERT: 653.00'. INLET INVERT: 655.00'. DESIGN NOTES: 1. DESIGN LOADINGS: 4'-3"--I 1 V-1l%" A. AASHTO HS-20.44 W/ IMPACT. B. DEPTH OF COVER =6"-6-0"(120PCFASSUMED). 48'-Q>' (INCLUDES)v4" GAP PER SECTION) - PRELIMINARY - C. ASSUMED WATER TABLE = BELOW BOTTOM OF PRECAST. D. DRY LATERAL EARTH PRESSURE (EFP) = 45 PCF. NOT FOR CONSTRUCTION E. LATERAL LIVE LOAD SURCHARGE = 80 PSF (APPLIED TO 8' BELOW GRADE). F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALL PIERS, OR FOUNDATIONS. PLAN VIEW 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 6,000 PSI. SCALE: 3/16" = 1' Oldcastle Infrastructure 0. 3. STEEL REINFORCEMENT: REBAR, ASTM A-615 OR A-706, GRADE 60. ACRN coMRANV 4. MESH REINFORCEMENT: ASTM A-1064, S1.2, GRADE 80. S. /� /. C SPECIFICATION. CEMENT: ASTM C-ISO SPECIFICATION. EN SDD.STB.BBR ERTYtlOF OLDCASTLE THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. 6. STORMCAPTURE MODULE TYPE = DETENTION/SAND FILTER. NOTES TO REVIEWING ENGINEER: IT IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR 7. REQUIRED BASE LAYER DEPTH = NOT APPLICABLE. 1. THIS SYSTEM IS DESIGNED TO THE PARAMETERS NOTED. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE, INC. COPYRIGHT® 2018 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. 8. REQUIRED NATIVE ALLOWABLE SOIL BEARING PRESSURE = 2,500 PSF. NATIVE SOIL SHOULD BE REQUIREMENTS (I.E. LIVE LOAD AND FILL RANGE). IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE IMMEDIATELY FOR STORMCAPTURE 0 LEVEUSCREEDED AND COMPACTED ADEQUATELY TO ALLOW FOR REQUIRED BEARING REDESIGN AND RE -PRICING. CAPACITY. 2. REVIEWING ENGINEER TO CONFIRM ALL PIPE PENETRATION LOCATIONS, SIZES, AND INVERTS. SC2 Detention/Sand Filter System 9. REFERENCE STANDARDS: 3. REVIEWING ENGINEER TO CONFIRM ALL MANWAY ACCESS LOCATIONS AND RIM ELEVATIONS. customer. A. ASTM C 890 4. UNLESS OTHERWISE NOTED, ALL PIPE SUPPLIED AND INSTALLED BY OTHERS. CES B. ASTM C 891 &THIS SYSTEM IS DESIGNED FOR A GROUNDWATER TABLE BELOW SYSTEM INVERT. REVIEWING ENGINEER TO VERIFY THAT THE Job Name: ® The Learning Experience - Waxhaw, NC C. ASTM C 913 DESIGN GROUNDWATER TABLE IS BELOW INVERT OF PRECAST. IF DESIGN PARAMETERS ARE INCORRECT NOTIFY OLDCASTLE DATE SALES DRAWN ENGINEER CHECKED $ALES ORDER 10. CONSTRUCTION EQUIPMENT EXCEEDING DESIGN LOADING SHALL NOT BE ALLOWED ON IMMEDIATELY FOR REDESIGN AND REVISED PRICING. 9/30119 RS JSA JSA STRUCTURE. ANY DESIGN CONSTRAINT DIFFERENT FROM ABOVE REQUIRES CUSTOM 6. THIS SYSTEM IS DESIGNED WITHOUT A CONTAINMENT MEMBRANE LINER. IF A LINER IS NEEDED PLEASE CONTACT OLDCASTLE TO DRAWING NUMBER REVISION SHEET STRUCTURAL DESIGN AND MAY REQUIRE THICKER SUBGRADE AND REVISED PRICING. PROVIDE THIS OPTION IN THE FINAL DESIGN. DP1P1to"' SCDD-1459-3-SC2 SFDT REV DATE 1 OF 2 - 12/20/19 IM M Cfl co 29 659.70 - LOWEST PROPOSED GRADE ABOVE SAND FILTER 71 16 a° a a a a TOP OF CONCRETE WEIR ° ELEV = 656.30 a ° a ° a ° ° a a 6" PERFORATED SCHEDULE 40 PVC UNDERDRAIN PIPE a 4 ROWS OF 3/8" PERFORATIONS PER ROW a 4 ROWS PER FOOT. 1011X10" LAYER OF STONE AROUND a 6" UNDERDRAIN PIPE WRAPPED IN GEOTEXTILE FABRIC ° 4 a a� a ° a ° a a ° a a a SAND FILTER SECTION NOT TO SCALE 657.58 657.00 656.30 - TOP OF WQv STORAGE CLEAN WASHED "CONCRETE" SAND FILTER LAYER MEETING ASTM C33. 652.50 651.00 650.42 r RATED MANWAY ACCESS WITH DRILLED COMPACTED FILL, SEE INSTALLATION GUIDE, PAVING/OVERBURDEN, BY CONTRACTOR, STEPS AND RISERS/GRADE RINGS AS REQUIRED TO GRADE. BY OTHERS. SEE DESIGN NOTE 10. STORMCAPTURE MODULES BY OLDCASTLE INFRASTRUCTURE. SIDE ONLY. bbd.08 MINIMUM 5' MAX COVER IVA _q 6" MIN COVER _►I�I�I�I���I�I��I�I�I�I�I�I�I�I�I�I�I� 3'-0" III -III III tl III III III III -III ----- - - - - - - - - - - - - - - - - - - -- - ------- --' -- ------- -- II II II )III I I 6-D" III -III � 3'-0" IIII III -III EL: 652.50' :..: ". '. • � � .--'�-�-• �= � � III -III V_6" III -III - - -�- III EL: 651.00' 7„ d as a g \ d a a a e /"� d \-11' � a - d i�.\ 2S �S a- 2S EL: 650.42' WRAP GEOTEXTILE FABRIC V MINIMUM UP SIDES 06" UNDERDRAIN BY OTHERS STEPS INSIDE VAULT INSTALLED BY OLDCASTLE. 04" TERMADUCT, TYPICAL. OF SYSTEM." GEOTEXTILE FABRIC, SAND MEDIA BY OTHERS NOTE: SEE INSTALLATION GUIDE. TERMADUCT INSERTS TO BE KNOCKED OUT AT CONTRACTOR TO ENSURE ADEQUATE BEARING SURFACE SPECIFIED LOCATIONS ONLY (BY OTHERS). PROVIDED IN ACCORDANCE WITH PROJECT SPECIFICATIONS. SEE DESIGN NOTES 7 & 8. TYPICAL ELEVATION ##" PERMANENT POOL DEPTH SCALE: 3/8" = 1'-O" NOTES: 1. ALL SAND FILTER MEDIA, DRAIN ROCK AGGREGATE, PIPE AND FITTINGS, PROVIDED BY CONTRACTOR. 2. TERMADUCT INSERTS TO BE KNOCKED OUT AT SPECIFIED LOCATIONS ONLY (BY OTHERS). - PRELIMINARY - NOT FOR CONSTRUCTION ENGINEERS PLANNERS SURVEYORS SCIENTISTS CES Group Engineers, LLP NC FIRM LICENSE #F-1240 274 N. Hwy. 16, SUITE 300 DENVER, NC 28037 T 704. 489.1500 www.ces-group.net SEAL: \\1\llllllllll/// 00000 �OocP°OFESS/p'L9'� 0 0 ; 8 v204u134220 /Ne° -, -9 °o000000 Q- /" Al. I� 0���. SUBMITTALS DATE: PURPOSE: 11/20/2019 FIRST COUNTY SUBMITTAL 2/14/2020 SECOND COUNTY SUBMITTAL w UM zv- W00 N U z LLI U W 0. _ W I_ Q DO O 0 J W 0 I ' I W UJ W Z 0- 0 UJ � n V) 0 _j o p W> _j 2 Z W O 0 0 � 0 DO 0 O z U U L W0 O W� LO Z PROJECT NO: 7292 - 0819 DRAWING REVISIONS NO: REVISION DESC. DATE: DRAWN BY: SC I REVISED BY: CHECKED BY: TIC ISSUED BY: SC DRAWING TITLE: DRAINAGE DETAILS DRAWING NUMBER: C 1 201 Copyright 2019 CES Group Engineers, LLP