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HomeMy WebLinkAboutsp pg 5SITE VICINITY MAP NTS FLOOD NOTE ° / x CONSTRUCTION SEQUENCE: \ \ \ �S, DMH ^ \ "NO U TURN" \ � RIM = 367.04' \ 0 ` ; SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. \ ,` 1 O ITC / COULD NOT ACCESS) "c"O SIGN A `� � / `.� / � THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT IT IS LOCATED IN ZONE X" AS DEFINED BY HUD F.I.R.M. COMMUNITYPANEL \ DBL. DI ` / l/"' *.� _15" RCP \ / TRAFFIC •' COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND NUMBER 3710958400J, WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006. \ RIM = 367.05' `� f \ SIGNAL SOX ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT. 1 \ INV. IN (W) = 363.50 .\ ` / \ /� ROAD \ INV OUT(N)= 363.05' (tYp) f J-y�i A SIGN 1. OBTAIN A LAND DISTURBING PERMIT. SCHEDULE PRE - CONSTRUCTION MEETING. \ *+`O 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT ,�\ �� \ XO/, l•- 4'F / i • t . TRAPS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLYAS \ \® 1S0 NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND \ O- ' \� 'Y` 490, lie d `(:P / .oqr / BASINS IMMEDIATELY AFTER CONSTRUCTION. SEE DETAIL ON SEEDING SCHEDULE. CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING AND ALL OTHER SEDIMENT C/) _ - IULTI LLE ELEC {SIC \ \\ 'pO< \� :\ \\ 9�T� Cy iy� CONTAINMENT DEVICES FOLLOWED BY ALL DIVERSION AND BY -PASS DITCHES/BERMS. O \ POLE BOSA ` <FO ,`•`` �-9 T f I / 1 J 6g O �J �T,/ / 3. BEGIN CLEARING /GRUBBING AND GENERAL EXCAVATION ON SITE. IT IS THE Q) G` RESPONSIBILITY OF THE CONTRACTOR TO PHASFJSTAGE EROSION CONTROL TO ALLOW FOR CONSTRUCTION. W / Ly NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION DEVICES AT LEAST ONCE . /36 A WEEK AND AFTER EVERY RAINFALL. GRADING ACTIVITY SHALL BE PROHIBITED IN THE 8•. 00 / 1363 OG`\ f yA T O,c / \ f/ AREAS OF THE SEDIMENT CONTROL DEVICES/SEDIMENT TRAPS UNTIL THEAREAS SAS /Tq / OJ '365.00 $66- \ O \ , / / \\ J / UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED. `� -{-� .., TRAFFIC 364.50 O\ -- �� ` / / SIGNAL BOX / L �\ \ °• 4. BEGIN INSTALLING UPSTREAM STORM DRAINAGE SYSTEM. INSTALL APPROVED INLET SMH �yR / / 365 \� (OG, 7,1.`� / 353 INN, (h'p) PROTECTION. TERMINATE STORM DRAINAGE SYSTEM AT TEMPORARY SEDIMENT TRAP RIM = 367.83' •-�\ \ -9�y !y Rc i b "N( DEVICES UNTIL SUCH DEVICES HAVE BEEN APPROVED FOR REMOVAL. ADDITIONAL INV IN (E) = 362.83' / S S / 0 04.0 '� %`� / '\" CONC TE MEASURES MAYBE REQUIRED BY THE INSPECTOR DUE TO THE ROUTING OF THE STORM INV OUT (W) =362.58' / S' / ��\ � G \ 'c' �\� / wv y1 /•• ISLAN a DRAINAGE SYSTEM AND ACTUAL FIELD CONDITIONS; .`� y \ / • • • ; •/�p''``�� NOTE: SEDIMENT BASINS SHALL BE FUNCTIONAL THROUGHOUT GRADING AND el 4, F,Q `: •' O ';:Y.•: EXCAVATING. ` ` "DO TENTER' 1. tiF �� . A STOP" SIGN � " C.B. 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, XNG+ ' \ pJ / �� nay �� •.38� 5/- '� \ �.�\ `�\\ ,� PAVING, DITCHLININGS, ETC.. SEED AND MULCH DENUDED AREAS WITHIN FOURTEEN (14) C`4 s \ TIC = 367.84' / / X �`\ O�cOG !Y ` �O \ �..r DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION; NOTE: THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL DEVICES REMAIN UNDISTURBED DURING CONSTRUCTION OF THE BUILDING PADS AND ASSOCIATED `.\\ ATij�OL k ` \ / PARKING /DRIVE AREAS ADJACENT TO THESE DEVICES UNTIL THE CONTRIBUTING / ,( \ FS,`� \ \ `\ / \ / UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED. ASPHALT I / / \ / / .gy / \ ~36J.50�J \ 4y `.,''� / \ "DO NOT ENTER" / AND "STOP" SIGN/ 6. WHEN SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT / `�\� / `�\ 361. _ ., \ DMH BASINS, ETC.., AND SEED OUT OR PAVE ANY RESULTING BAREAREAS. CONNECT .3 ` \ RIM = 36i. 72, / 363 0 \ / 0' SANITARY - /`� . UPSTREAM STORM DRAINAGE. .c 3�1 'Z' INV. !N (NW) = 358.22' / / / `J' 361.70 �i ` SEbI[ER EASEILTEAq ` ` / / 3 .20/ / / `� \` `x. ` ` Q„ `� ham{'\ INV OUT (SE)58.357.72' \ 01 360 B.O.M�P 12, OG 9 / 6350 ' '� \\ /fie / \ GRADING /EROSION CONTROL NOTES 363.00 . 360.50 OG \ // F'' `I,, / + �\ 4 "SANITARY ER ` �\, \ ^h `�., \/ \ `� FORCE MAIN R \ \ / !y `� / 1. ALL GRADING, BACKFILLING, EXCAVATION, ETC..., SHALL BE IN ACCORDANCE WITH THE 360.70 �` DEVELOPER'S LkINS) \ /\ DBL. DI �` \ / RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORTS. /� /y / RIM = 361.66' REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO 362.00 { :. 360.20 ._'l FIR HYDRANT TYP. �h`. 2 yryi ( ) tNV OUT = 358,71' ` \ THESE PLANS. { 360.50 \ i ` ` LOT 3 / / / / /g6 9 / 361.50 361.80 T� ` 360.00 , SITE TBM ON FLANGE / �` /\ i s, \ / 361.30 OLT NDER SET SCREW / . / \ PROPERTY OF HMS KIDS, INC. 1 / / / / I I I I I I I I \ � e E�EV. = 363.85' `� / \ `� � � / 2. CONTRACTOR IS TO CONTACT NORTH CAROLINA "ONE CALL "AT 800 - 632 -4949 FOR / / / 4' . II / . / PLAT BOOK 2010, PAGE 735 / � / / g6 � IIIIIIIIII { I { I I I I I I I T (NAND 88) / � / \ �� � I'�' WATER / UNDERGROUND UTILITY LOCATION 48 HOURS PRIOR TO ANY DIGGING. N/F ,3ya 4 / / / / / / '361.80 `� \� �`� ' / \\ / \W VALVE TRI -ARC FOOD SYSTEMS, INC. / IS \ ` 3y1 \ / \ 3. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK. �� JRI�GATION DEED BOOK 2799, PAGE 213 / \ / / 1 361.80 / \ ` 4. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS " f r 362.OB`� I ��gONTROL VALVE / \ `��� - / 362.35 ' / 6 361.30 361.50 D ` / "�- ` ARE STABILIZED. gS \ 1 c GJ / ,�/ 361.85 pG I �O` / ` 361.50 62.50 �(p� CR s MEN�`� \ ` 5. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT A MINIMUM JA J / / / / 1 "O pSE Zpq 2, I I O / !y \ `\ OF WEEKLY BASIS AND AFTER EVERY RAIN EVENT. / 36P,10 B•O M 50.153 6. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE 360.50 �� II j �.T a SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUNOFF TO ANY STORM 362.30,_ 360.00 359.50 II 1 / i / OG \\ DRAINAGE SYSTEM. 361.80 \!Ni O�V �,• .362;5 - ) l CB o5 359.00 h - \ 7. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO \ T/C = 359.50 arm 11 / WATER \ \ \OG BEGINNING CONSTRUCTION. % / INV. = 356.00 / ''1 , . , -* M / / 1 LIGHT i i VAULT TELEPHONE 3 2 / / / 361.00 - / / ! 360 8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION /CONCRETE PAD PEDESTAL 61f05 362.00 �y>` 361.50 3 2.,i0 3625' // (t0yp.) I i /, / pp ENTRANCES. (NP) �/ / 361.50 + / / 361.0361 i ,/ w� P 5 11 / \ 9. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND CONSTRUCTION IS ELECTRIC / f l / / / / / 1�P /�/ / W \ 1.22 ACRES. METER 1. pp% 10. PURSUANT TO G. S. 113A- 57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL UTILITY / / / / / `Q� 361.00 ! / / BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER / tS 4j / / OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY 367.61' POLE / / / / / / to 360.00 % / / EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION •• " „\ 1 / yi 61./70 / / ` OTp / /" 359.50 j k / / / / / OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH / DMH © RIM = 367.50' / / / / 362.30 W+ TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES +•, "•, - :s,3, ! / SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR 361.80 360 50 / / ` / / J '359 PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE .. ! / ��,0 62.00 , Z r / ////// ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS • • O6 !',/ �B� p / // FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. rj Qy 5J . / `3 l r '� 361.80 / QJ •' a 0 11. ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED, '.•.'OJ V • t / 9 / / / / /` �� 361.50 / Qk 0e / y\ i w1 / SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED INACCORDANCE WITH: y/ / o` / / ♦ / / A. 100 LBS PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL / / 9y ° j / / TEST REQUIRED FOR INITIAL ESTABLISHMENT. / f 61.80 �a ,w B. 20 LBS OF 10 -10 -10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT. c�'\ C. VARIETIES TO BE SEEDED: 1. SPRING SEEDING - MARCH 1 - APRIL 30; SPRING OATS 2.5 LBS PER 1,000 SQUARE FOOT. p 70 : k / Z SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER 361:7!1. / y / h� Q' / / / / / Q. QQ ! / SQUARE FOOT MIXED WITH 1 BUSHEL OF SAWDUST FOR UNIFORM SEEDING. HIM = 367.231 ^ / a 61.50 / / B� j O ! f / PUALIC UTILITYAND 3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING WILL BE :.361 j Q} ) /C 7,101 U .>A % f / /STORM WATER MULCHED. ACCESS EASEMENT 359.80 369.50 f s , , { / k / / �Q- / ,�ys / 1� BOOK OF MAPS 2012, 12. SEE LANDSCAPE PLAN FOR PERMANENT SEEDING. $61, +3 50 360.00 l` ;361.80 / �,. / / / I Q / �h PAGES 150 -153 J \i' /f / ; " / / / 13. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, ALL STORM DRAINAGE PIPES ARE A ` 3 . / '$ \ 3 / / •' i f / i i /� i / / TO BE RCP CL. 111. /3 .5 / / 3611:5 '361.50 , ... a 0 0 360.00 /f / 361 50 / N4 i / /, \ - �� TEMPORARY SEEDING IN NORTH CAROLINA 36 OJ4i / 359.5 60.00 35 . \ , >. , y, / e 15 "RP S��(0'J / // SEEDING MIXTURE 359.50 36x.0 // / / f A' /� / 20' S/gNITARV SEWER EASE / / r V /i / / SPECIES RATE (Ib /acre) 0.80 36 .00 - <j G / / �� 359.50 BOQ'K F MA S 20,12'Pl1C`ES, / / k RYE (GRAIN) 120 I2 / / ! / / 359 DO ` 360.75 O ! ! � / � !� \� 9y ANNUAL LESPEDEZA KOBE 359.00 /CB / i / �,/ 6 / / i S\�/ J / LATE WINTER & IN PIEDMONT AND COSTAL PLAIN, / _ - - / C = 59 75 yL` . / / i P/ Q" / LOT 2 KOREAN IN MOUNTAINS 50 359.50 3 INV <354 $D' / / �/ / EARLYSPRING 0 / / A Q C7 / + / UB 3 �y y�/ / $ // �j,\ g� O�\ / NORTHGATE SUBDIVISION OMIT ANNUAL LESPEDEZA WHEN DURATION J AN / / TIC = 359.00 s0 / % E �/�� j /Il Q P G /// PLAT BOOK 2011, PAGE 641 OF TEMPORARY COVER IS NOT TO EXTEND 359.30 "S9 INV. = 355.50 ` \�/ j Q' / / N/F BEYOND JUNE. + / / SAN E 360:0 / 360.1 359'15 / / / \ / ��� /// // RALPH HUFF HOLDINGS, LLC GERMAN MILLET 40 OUTp 359. 359:25,' I /yv! PLAT BOOK 2012, PAGE 150 SUMMER IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUNDAGRASS MAYBE SUBSTITUTED AT A RATE OF 50 LB/ACRE. C / \so P 2 '369 % -- / ' / / /'/ / / FALL RYE (GRAIN) 120 40g 15" RCP V„ / 60 L7!,- 3.13% O 15" RCP / / / / / '�' OB 1 357.75N(p @ 1.00 (i i i / % / ; j �4� / / / / SEEDING DATES: INV. = 354.25 MOUNTAINS -ABOVE 2500 ft. FEB. 15 -MAY 15 LATE WINTER & <1( BELOW 2500 ft., FEB. 1 -MAY 1 \ sA. ' EARLY SPRING �S / GHT i / % F`� i / f/ / / COASTAL PLAIN -D CA /LI I - -APR. 15 LOT6 \ r\ _ j POLE y1�� BUJ f // i MOUNTAINS -MAY I5 -AUG. 15 NORTHGATE SUBDIVISION \ \ sP� r- i I / (ry-.1 /3 / / / I 2p.0 / + / / / / 4�' �> SUMMER PIEDMONT- MAY 1 - AUG. 15 PLATBOOK 2011, PAGE 641 `357 COASTAL PLAIN -APR. I5 -AUG. 15 GRADING /EROSION CONTROL LEGEND ELMWOOD HOLDINGS, LL C 25.15 "RCP \ nn \k� i // G // / FALL S MOUNTAINS -AUG. I5 -DEC. 15 3F i / / )l COASTAL PLAIN AND PIEDMONT -AUG. 15 - DEC.30 PLAT BOOK 2012, PAGE 150 @1,40% 20' DRAINAGE EASEMENT ■ DROP INLET -SF- SILT FENCE BOOK OF MAPS 2012, PAGES 150 3 I // / N�{ IiiiiPli SOIL AMENDMENTS \ /� t / / {141111 /lllryl /I d itl +i � /�. �tp/ SITE / /// " N ' +,° FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE GROUND CURB INLET INLET PROTECTION x•-356 i I i / / FIRE HYDRANT \P\' ........... /4 /e/ e'..'' `"s, AGRICULTURAL LIMESTONE AND 750 LBS/ACRE 10 -10-10 FERTILIZER SITETB/140NFLANGE yrwe� /4�o coq,; " 0, ; F S >Q'• ® STORM PIPE • BUILDING DOWNSPOUT - C.B. (UNDER CONSTRUCTION) + \ I j ; / BOLT U DER SETSCREW gg.$!f'�� Oq .e �o q f =': 9':.2 ? MULCH / /� y = ` S <3'3 APPLY 4,000 LBS /ACRE STRAW. ANCHOR STRAWBY TACKING WITHASPHALT, XXX)O( TOP OF CURB TOP OF BLOCK = 357.26' { { \ / 4 / 1 / EV. = 359.83' O e -. r. 's ro _ CA - TP - TREE PROTECTION 1-- { i / / r NAND 88 ? U ; w o 5 n z c - - XXX.XX BOTTOM OF CURB INV. OUT = 352.26'(FIELD VERIFt SMH I l i { / S / ( ( ) a P -0266 26411 - NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY (ADJUST EXISTING RIM = 357.85' I { { ' J j \ / / / = p y Q.,,14 .?. �1`•; �Q� ? STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. HANDICAP AREA(MAX. 2 %SLOPE) • ���-DIVERSION DITCH INV OUT = 347.85'1 , j jn -^I -%-'� !Y O 1# -1 2-1 STRUCTURE, GRATE 1 / < / AND FRAME TO 1 ` { { / ! l y / ''. rC' "•.H, CAR,..• QO ��` F` "••• I N EE.•''.� o MAINTENANCE SPILL CURB -LD- LIMITS OF DISTURBANCE , �` rf GP .e` ,�3.••`'• " "'• G ``` REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTILIZE AND MULCH PROPOSED CURB LINE) I I ! W k NORTH O ,,, ,/. BE �`` 7W= XXX.XX TW IS GROUND AT TOP OF WALL ® FLARED END SECTION NEW TIC = 357.75 1 I / (0� SEWER �\ ( a, o" IMMEDIATELYFOLLOWING EROSION OR OTHER DAMAGE. BW =XXXXX BIN IS GROUND AT BOTTOM OF WALL NEW INV = 353.90 METER I �j� t / %P 356 LLCL (nNp; UT SS\ ■ INLINE DRAIN _ (EMPTY) I i /�, �k �/ \/ S \ ROOF DRAIN CONSTRUCTION ENTRANCE i�0 S, � \' `� 20 0 10 20 40 GRAPHIC SCALE 8" CORRUGATED PLASTIC ` . -RD- 3'MIN. COVER 20' SANITARY 1% MIN. SLOPE / I { O' PVC IN TRAFFIC AREAS SEWER EASEMENT y I { / \ S BOOK OF MAPS 2012, PAGES 150 -153 �/ 1 inch = 20 ft. 11 O f; a U W O O O Z �O U Q 1Z � U O% N p^, W s_ 0 A/ � /Ir y�•, w LL � W U cn n N Z_ O J a0 �a U g O Lu Lu N J ig U � O O Z J W� �V) C- O� IW-Z CL LL Cr Z Q Q zI C) o= ZQL U coz co ® O O A z V BRI -1301 BR11301 -GP JWR 1 "= 20' 03 -2013 CC =3 U rn Z� °o ZY g O Q 0 CL Z>. oW� Cl) Lu 14, U O � QO � O Z Z Q. ~ ;i w (o �U- IW n N Z_ O J a0 �a U g O Lu Lu N J ig U � O O Z J W� �V) C- O� IW-Z CL LL Cr Z Q Q zI C) o= ZQL U coz co ® O O A z V BRI -1301 BR11301 -GP JWR 1 "= 20' 03 -2013 CC =3