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Home My WebLink AboutSW4170501stimmel LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING 601 M TRADE STREET, SUITE 200 WINSTON-SALEM, NC 27101 P: 336,723.1067 F. 33&723.1069 www.stimmelpa.com M �l cF.Aq NCBEES CERT. NO.: C-1347 \A CARO 0.. A L 041137 1 4 & G I W -- V; "T 60 1502 SCALE: NA SHEET NO.: c =0 (9) STIMMEL ASSOCIATES, P.A. SAPA: EXISTING GRADING & EC: SITE: 0 EXISTING DRAINAGE MANHOLE PROPERTY BOUNDARY PARKING NUMBER EXISTING CURB INLET PROPOSED BUILDING A REVISION TRIANGLE EXISTING GRATE INLET RIGHT OF WAY w DEMO TAG 0 EXISTING YARD INLET PROPOSED CENTERLINE DETAIL BUBBLE EXISTING FLARED END STATION PROPOSED CURB AND GUTTER 0 0 PROPOSEDFENCE G PROPOSED GAS LINE PROPOSED GRADING & EC- FOC PROPOSED FIBER OPTIC CABLE PROPOSED TREE LINE/CLEARING LIMITS SITE: PROPOSED DRAINAGE MANHOLE GUARDRAIL PROPOSED CURB INLET cry CABLE TV LINE PROPOSED CURB INLET'NO GRATE' f ni :HANDICAP SPACE Comm COMMUNICATION LINE ♦PROPOSED GRATE INLET -HANDICAP SIGN c — c c CONDUIT PROPOSED YARD INLET CURB STOP SLV eSSV SLEEVING PROPOSED OFFSET CURB INLET BOLLARD E ELECTRICAL LINE PROPOSED SURFACE DRAIN INLET -0 ID -0 'SITE LIGHTING T T TELEPHONE LINE PROPOSED TRENCH DRAIN LIGHTED BOLLARD EXISTING CURB & GUTTER PROPOSED FLARED END SECTION EXISTING CENTERLINE PROPOSED HEADWALL E EXISTING ELECTRIC LINE PROPOSED CHECK DAM HATCHES: UGE EXISTING UNDERGROUND ELECTRIC LINE PROPOSED TERRA TUBE GHE EXISTING OVERHEAD ELECTRIC LINE PROPOSED MATTING PROPOSED SILT FENCE STONE OUTLET G EXISTING GAS LINE 77-777797 -A, PROPOSED RIPRAP PROPOSED SILT FENCE TERRA TUBE OUTLET CTV EXISTING CABLE TV LINE PROPOSED GRAVEL PAVING NNW PROPOSED FLOC LOG FOC EXISTING FIBER OPTIC CABLE PROPOSED CONCRETE PAVING PROPOSED WIRE & GRAVEL INLET PROTECTION 13 m No am'' PROPOSED STONE DOUGHNUT INLET PROTECTION 0 EXISTING ELECTRIC DUCT BANK PROPOSED LIGHT DUTY ASPHALT PAVING 0 PROPOSED TERRA TUBE INLET PROTECTION EXISTING FIBER OPTIC DUCT BANK PROPOSED HEAVY DUTY ASPHALT PAVING EXISTING TREE LINE k PROPOSED SLOPE DRAIN nxrPROPOSED SKIMMER OUTLET PROPOSED RIPRAP OUTLET PAD GRADING & EROSION CONTROL: EXISTING WATER & SEWER: —100 PROPOSED MAJOR CONTOURS 101 PROPOSED MINOR CONTOURS EXISTING FIRE HYDRANT PROPOSED STORM DRAINAGE LINE RL - RL RL PROPOSED ROOF LEADER O EXISTING SANITARY SEWER MANHOLE _100— EXISTING MAJOR CONTOURS EXISTING CLEANOUT .101:, EXISTING MINOR CONTOURS SD EXISTING STORM DRAINAGE LINE DIVERSION BERM FLOW/ SWALE LINE LIMITS OF DISTURBANCE PROPOSED WATER & SEWER: SILT FENCE TREE PROTECTION FENCE I PROPOSED 11.250 BEND EPF ENCROACHMENT FENCE I mv/ PROPOSED 22.50 BEND I PROPOSED 450 BEND PROPOSED 900 BEND WATER & SEWER - PROPOSED BLOWOFF PROPOSED CROSS wm - PROPOSED WATERMAIN PROPOSED FDC w PROPOSED WATERLINE PROPOSED AIR RELEASE VALVE FIRE PROPOSED FIRE SERVICE PROPOSED BUTTERFLY VALVE w PROPOSED WATER SERVICE PROPOSED CHECK VALVE ... . . .. ............. DW PROPOSED DOMESTIC WATERLINE Iml PROPOSED GATE VALVE FOC PROPOSED FIRE DEPARTMENT CONNECTION PROPOSED POST INDICATOR VALVE IRR PROPOSED IRRIGATION WATERLINE PROPOSED FIRE HYDRANT wm EXISTING WATERMAIN PROPOSED PLUG .w EXISTING WATERLINE PROPOSED REDUCER ss PROPOSED SANITARY SEWER MAIN RINI PROPOSED TAPPING SLEEVE ss . PROPOSED SANITARY SEWER SERVICE PROPOSED TEE ss EXISTING SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY CLEANOUT ca cn uj cS E stimmel LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING 601 M TRADE STREET, SUITE 200 WINSTON-SALEM, NC 27101 P: 336,723.1067 F. 33&723.1069 www.stimmelpa.com M �l cF.Aq NCBEES CERT. NO.: C-1347 \A CARO 0.. A L 041137 1 4 & G I W -- V; "T 60 1502 SCALE: NA SHEET NO.: c =0 (9) STIMMEL ASSOCIATES, P.A. E 0 to 0 (Z! to 0 W f_ z 0 -- - ---------- -- - - -- -- ---- --- ------- ----- o ROBINSON STAGE 1 SEQUENCE OF CONSTRUCTION: NOTES: TEMPORARY TEMPORARY t CONSTRUCTION SILT FENCE W1 North 865,177.83 ENTRANCE W/ P OTHER NOTES, (TYP.) MOUNTABLE BERM East 1,59,354.70 @6. 1, OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF 1. SEE SHEET 0-0.2 FOR GENERAL SEQUENCE OF CONSTRUCTION, GRADING, EROSION CONTROL AND STONE OUTLET WINSTON-SALEM INSPECTIONS. �P.) \ _* x DA = 0.05 AC. to FF SITE 2. FLAG CLEARING LIMITS, TREE PROTECTION BEFORE PRE -CONSTRUCTION MEETING WITH 2.. SEE STAGE 1 SPECIFIC SEQUENCE OF CONSTRUCTION ON THIS SHEET. THE EROSION CONTROL INSPECTOR. CLEARING I'M N\ Z QV 3., SEE SHEET C-3.2 FOR SKIMMER BASIN ENLARGEMENT. LIMITS (TYP) 3. CONTACT EROSION CONTROL INSPECTOR AND CITY OF WINSTON SALEM STORMWATER ENGINEER TO ESTABLISH A PRE 4. THE CLEARING LIMITS ARE SHOWN BEYOND THE DISTURBED LIMITS FOR VISUAL CLARITY -CONSTRUCTION CONFERENCE AND INSPECTION DO NO M SCHEDULE. CLEAR OUTSIDE OF THE DISTURBED LIMITS. 862, THE CONTRACTOR SHALL PROVIDE THE LOCATION AND PERMIT NUMBER OF ALL BORROW AND WASTE SITES TO BE USED FOR THE PROJECT TO THE EROSION CONTROL ADDLES 0 ERD 0 -CONSTRUCTION MEETING. 0 INSPECTOR AT THE PRE < Uj SELF INSPECTION 16 —EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LIMITS OF _---HE RD LAND -DISTURBING ACTIVITIES, LARGER THAN ONE (1) ACRE, MUST INSPECT THEIR DISTURBANCE PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN 6 - WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM TEMPORARY SILT FENCE W/ `V11C1N1T`-'MAP SCALE: NOT TO SCALE INSPECTIONS OFFICE. y aSTONE OUTLET a74 TEMPORARY THE PHASES ARE AS FOLLOWS: (TYP.) SILT FENCE DA 0.26 AC. (TYP.) 1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. 2. CLEARING AND GRUBBING OF EXISTING GROUND COVER. 3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS. 4. INSTALLATION OF STORM DRAINAGE FACILITIES, 5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT, 6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAINA*bQlt EROSION. TEMPORARY SILT FENCE W/ 4. CLEAR& DEMO ONLY AS MUCH AS NECESSARY TO INSTALL INITIAL EROSION CONTROL 61 X 8'W X 2'D MEASURES AS SHOWN ON THIS PLAN AS FOLLOWS: (BTM. DIMS.) SEDIMENT PIT AND a. TEMPORARY CONSTRUCTION ENTRANCE/EXIT, b. CLEAN WATER DIVERSION BERMS AND PERMANENT SWALE #9. STONE OUTLET c. TEMPORARY SILT FENCING AND STONE OUTLETS (W/ SEDIMENT PITS). (TYP.) DA 0,65 AC. d. TEMPORARY SKIMMER BASIN I "IJUNDISTURBED t e. TEMPORARY DIVERSION BERMS. co f S1 ED EMBANKMENTS AND DISTURBED AnEAREA LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING 601 N. TRADE STREET, SUITE 200 VONSTOWSALEM, NC 27101 P. 336,723.1067 R 336,723.1069 www.stimmelpa,com NCBEES CERT. NO.: C-1347 stiff" , \A CARO SEAL 041137 % IN . ........... ,4"/'/ BR0� '111111100% A OF UF_VlCF_0 (INCLUDING ULMIAIM WATER IJIVERSION'). SEE GROUND STABILIZATION TIMEFRAME TABLE ON SHEET C-0.2 FOR PROJECT: ADDITIONAL INFORMATION. Now or Formerly TEMPORARY PIN 5896-55-6034 5. BEGIN DEMO, CLEARING, GRUBBING AND STRIPPING REMAINDER OF SITE AS REQUIRED, ics a, Properties. North LLC $6k �\ Book 2833, Page 1451 Deed C. Eugenio L. Sheets Heirs M SILT FENCE W/ Plot INSPECTOR FOR REVIEW PRIOR TO BEGINNING STAGE 2. t Book 4Z Page 16 (31 X 8'W X 2'D 6. CONTACT EROSION CONTROL IN, (BTM. DIMS.) 7. _862- SEDIMENT PIT AND PROCEED TO STAGE 2. STONE OUTLET DA = 0.72 AC, TEMPORARY EMPORARY SILT FENCE W/CLEAN WATER 61 X 8'W X 2'D AS TREE PROTECTION DIVERSION BERM TEMPORARY (TYP.) SEDIMENT PIT AND (TYP.) (BTM. DIMS.) FENCE _z STONE 0 10" UTLET (TYP.) DA = 0.97 AC. -84 lb LIMITS OF ff DISTURBANCE CLEARING LIMITS (TYP) TOP OF STREAM BANK bib 30' LANDWARD BUFFER TEM I ------ 14 -Rebar SILT Fl�E W/ tK / �6�" 8'W X 2'� k, *DIMENT PITANC (BTM. IVI. U11Vl,;$.) UNDISTURBED STONE OUTLET AREA Z (TYP.),X SILT FENCE W/ DA U. Now or Formerly TEMPORARY 73 PIN 5896-55-6034 JCS Properties, North LLC TEMPORARV �3:4 9) Deed Book 2833, Page 1451 61 X 8'W X 2'D Cb LIMITS 0 / / F f SI FENCE Eugenia L. Sheets Heirs (BTM. DIMS.) URBANCE Plot Book 43, Page 16 SEDIMENT PITA 1.' 61 X 8'WX 2'D ND no 7T STONE OUTLET (BTM. IMS.) (TYP.) CLEARING SEDIMENT PIT AND DA = 0.75 AC, LIMITS (TYP) UTLET// Z TONE (TYP) Re6A 2 DA-057ab. (n 812p TEMPO R SLT FENCE I\A -i5-0) r >b", X 2'D / , / / / \ \� 8 LU 6'(LXT M -842 S DIM Z 6 ENT IT AN� STON OUTL�T _854- 856- %"Iron< (TYP.) ;b� 8�--i A 0.54AC. I L TEMPORARY 7>:... TREE PROTECTION/ OF AR (TYP.) ILT FENC W1 Phose W, Map V FENCE TEMPOR�Ay Brookberry Form 0 _5f. 61 X 8`W/X 2' Plot Book 64Pg_ 94 (BTM. OIMS 0 CO ITA P SEDIMENT 1b STON;/OUTLET P.) A=O 5A 9/ lb CLIENT: -818 _j 411 "Oe .1d a r j Z' Mr. Ron Davis ,3:62) -822 16' TEMPORARY J- Allegro Investment Properties, LLC _824 SILT FENCE ''LEGEND 380H Knollwood Street, #253 X 8'W X 2"D M. A _ // / �h� / / / / ro, IMS.) Winston-Salem, NC 27103 (336) 482-0705 IM, 826 S 828 IENT PIT AND EXISTING MAJOR CONTOUR J\ - TEMPORARY STONE OU TIfET - - - - -EXISTING MINOR CONTOUR arpllc@aol.com (TYP) SKIMMER BASIN #1 SEE SHEET C-3.2 Brookberry Farm DA 0 60 AC. DA 8.90 AC, PROPOSED MAJOR CONTOUR Phase W Mop III Plot Book 63, Pg. 147 1 000 PROPOSED MINOR CONTOUR DRAWN: AWK od oo EXISTING TREELIKE X CLEARING LIMITS' DATE: 05/04/17 �3:53) LIMITS OF DISTURBANCE REVISIONS: wA "`A DRAINAGE AREAS i._ Po7P TREE PROTECTION FENCE TEMPORARY 07, DIVERSION BERM SILT FENCE W/ 2� _-TEMPaRARY TGN-E OUTLET 864- DIVERSION BERM FLOW ARROWS Z / Ir Phase IV, Map V oo (TYP.) Z SILT FENCE �ao Brookberry Form DA 0. 14 AC. Revised _862� Plot Book 64, Pg. 94 STORM DRAINAGE TERRA TUBE JOB. NO: 17-007 STONE OUTLET SHEET TITLE: REMOVE ACCUMULATED TEMPORARY SEDIMENT AND PROVIDE POSITIVErrrtrr SILT FENCE NAG S.7513N MATTING TA E 1 DRAINAGE TOWARDS 42" NAG SC150BN - MATT . ING (TYP.) DRAINAGE PIPE. ENSURE NO T zuwx=TP T i&A M-10" PONDING OCCURS. MAT NAG SC250 MATTING Z/ Pt LIMITS OF_1_DISTURBED AREA WITH NAG ERU100 U DISTURBANCE 856--- SC250. L CLEARING �3:56) �3:5 7) 011"M ONTRO LIMITS (TYP) 3 Z_Q83? PLAN �3:5 8) Y,"Rbiil REMOVE AND REPLACE 'i5 -3 �3:6 1) ____8 TEMPORARY ROCK PIPE INLET 0) 1,62.74 -_83 ill 60' PROTECTION ratcLaoft SCALE: Gmto S4& 2 60 0 60 120 180 Inv. out 84 SHEET NO.: Brookberry Form 3 �3:64)365 1 Phase IV, Map III NAG SC150BN Plot Book 63, Pg. 147 - MATTING STAPLE I Brookberry SWALE #9 PATTERN "D" TEMPORARY Phase W, Moor- (TYP.) TERRA TUBE Plot Book 64,FP, .241 CsmlO A�Wy @ 50. O.C, North SCALE: 1" 60' (TYP.) (A TEMPORARY () STAN MEL ASSOCIATES, P.A. SILT FENCE W/ STONE OUTLET (TYP.) 0 R I Catch Basin Cutter 870.91 Inv. Out 565.86 Catch Bo ,Gutter 870.69 C Inv. In 867.79 Inv. Out 867.61N North 865,177,B3 East 1,596,364.70 X C) #1011 t> 61 CI #100 \0�1 2- 1\ 41 - LOT 1 876 \ �� \ \\ IN, ,�� ,/ a LOt \CatchBasin Gutter865.45 Inv. In 861.60 ,Inv. Out 861.55 a66 Catch Basin % Gutter 865.32 CID (T Out 861.77 / J \ FES #1 00 �OT 32 LOT -V I �?, _01 � \:: LOT 1 A N 0 1 #90 0 N LOT 3 Now or Formerly N\�OT 4 JCS Properties, North LLC C9 PIN 5896-55-6034 Deed Book 2833, Page 1451 OD Eugenic L.Sheets Heirs Plot Book 43, Page 16 LOT LOT 292 . 3 IOf� /;P 28 CI 00 T B/ FES #2 %% C11 #901 'T 3A o ell, X FUTURE STORM PIPE FOR CITY OF < WINSTON-SALEM MEADOWLARK DRIVE -848 N, WIDENING PROJECT BY OTHERS. ry1LO LOT 46 CI #i00 no CI #802 LOT/35 A 20 el 411" L T 26 LOT 45 853. le, no FES #4 O� DOUBL INLET�CI#801 a M 855.0 TOP OF STREAM BANK WT CI #201 %� CI #80 85A a) I- 30'LANDWARD BUFFER CI #400 z - In M� L /36 65"" 0m, W OT LO 4-4 C) Now or Formerly d 1 + j / / / j / \ \ 2 PIN 5896-55-6034 N �3:4 -4) Properties, North LLC 850 /_LPIT 2 Deed Book 2833, Page 1451 OT,6 - 11 �_\_ 111% , . //-- - r�\\ E Plot Book 43, Page 16 . -4 BLE INLET V 3F,5v I CI #7 �T/d \\\\ugenia L. Sheets Heirs 14/ / \ 71Yo �yl 6 1 L 852 k VICINITYMAP SCALE: NOT TO SCALE0 'a F�V#8 A 22 R,,1 L�OT'43 iw '-"846 Trym LCI #401 844-, 3 ) m�6 / ! �M 4�ry 0�'� / \\ ( LPI 9/ X16 Z LOT 38' LGT 22,z T-854 -856 I J -r, 814 L)O �� 'F // \ �c0 /° 6 .85 S` % - _ 7 L � C J '� . j / / / \ / / ✓ / j /! ` \ / / /� / / �� / FES #9 866 A- CI 17001 FES #7 1-0- OF 1W - '1/ / Brookberry Form Phase IV, Mop V >1 _j L/LOT 39 Orr Plot BookV164, Pg. 94 Aq� nJ x, t/o x, AL CP GRADING NOTES JCI#10 -8 \� __,\/FES #5 1. SEE PROJECT NOTES SHEETS FOR ADDITIONAL GRADING NOTES. 820- T 401 #6G _822- C 2. OWNER SHALL OBTAIN A TEMPORARY CONSTRUCTION / GRADING EASEMENT FOR �3�52)x - WORK ON ADJACENT PROPERTIES PRIOR TO CONSTRUCTION. _824- Bbo// #1008 826- <0 3. ALL PLANTING AREAS, CURBED ISLANDS, ETC. SHALL BE BACKFILLED WITH �' • TOPSOIL. TOPSOIL SHALL BE RAKED DOWN SMOOTH AND FREE OF CLODS, ROOTS, 5 868 AND VEGETATION, READY FOR SEEDING AND PLANTING, Ib Brookberry Form CI 501 4. CROSS SLOPES ON ALL WALKS SHALL NOT EXCEED 2%. IV, Mop III Phase 40 1 Plot Book 63, Pg. 147 5. ALL PAVED SURFACES SHALL HAVE A MINIMUM OF 1%a SLOPE UNLESS OTHERWISE 0 +o �' // + j .. CI #500 NOTED ON GRADING PLAN. GENERAL CONTRACTOR TO MAKE SURE THAT NO if% PONDING IS TO OCCUR ON ANY PAVED SURFACE. LO -86,9 /�'' �/ l 1 r -6. ALL STRUCTURES WITHIN THE GRADING LIMITS SHALL BE ADJUSTED TO FINISHED GRADE, CI #1005--- FE #6j r 7. DUST CONTROL AND STREET SWEEPING IS REQUIRED. #600 8. CURB AND GUTTER SHALL NOT HOLD WATER. PROVIDE SPILL TYPE GUTTER AS. 64l � l / / �,v16 1 #10�od Brookberry Form APPROPRIATE AND AS SHOWN ON THIS PLAN, _864-1 ------ - Phase IV, Map V Revised 9. SEE EROSION CONTROL PLANS FOR MATTING TO BE USED FOR STABILIZATION OF LOT 13 Plot B Pg. 94 fL�) T/ I SLOPES AND SWALES. 862 LOTA __61 #100 /Z 10. SEE EROSION CONTROL PLANS FOR RIP RAP APRON DIMENSIONS AND STONE SIZE. ''- - .-ugp--- ' -- �R f I CI #1001 #100 Ys Rebar \ -1 X, C.0 I),,, -�� -0 1 81W----=,_, HW #1003 06 :5� I0 -j 5r 03 1 1-000 .1b 856 W CP Cf) V2 8 6 854 852 13ou - 8 8-+6� 844- 856_� -842 46 5) - I //// 6-.r SURVEY DISCLAIMER INFORMATION- �3:5 7) 6"R�b- m-, 7 1 BOUNDARY & TOPOGRAPHIC INFORMATION HEREIN IS FROM �3:5 9) In, .75 SURVEY INFORMATION SUPPLIED BY: In. 'n" .36 BRADY SURVEYING COMPANY, P.A. �3:6 0) 842 1+62.74 __838 Cam 0-b 2990 BETHESDA PLACE, SUITE 601-B kolz out 47 15"C.- WINSTON-SALEM, NC 27103 Brookberry Form �3:65) PHONE: 336-760-2716 a _�3:6;i) �3:64) 1 Phase IV, Mop 11/ 844*) VIA "BOUNDARY & TOPOGRAPHIC SURVEY" FOR ALLEGRO Mate Brookberry Form INVESTMENT PROPERTIES, LLC, DATED 10113/2016 815,07 1. 83392 Phase IV, Map AND SUPPLEMENTAL INFORMATION PROVIDED IN CAD FORMAT ON Plot Book 63, Pg. 147 In, Q.f 83Z67 -+,lot Book 64, Pg- J, , JI 3123/17,413117, AND 4113/17. North 2. DATUM: NAD83(201 1) NAVD88(GEOID12A) 0j.ft_r1F_1 _U_r_k3.fUjV r_rn"VF_" Streets & Drainage City Engineer-"-, Date 60 0 60 120 180 SCALE-. 1 60' . . . . . . . . . . . 00/01 LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING 601 M TRADE STREET, SUITE 200 WINSTON-SALEM, NC 27101 P; 336.723-1067 F: 336,723,1069 vire w'stimmelpa,com A -MAW NCBEES CERT. NO.: C-1347 0 P j, SEAL 041137 V, (31 N . ............. b®10111113 & SREV'00110�� 10111113"t DRAWN: DATE: REVISIONS: A,O%k AOL OSTIMMEL ASSOCIATES, P.A.