Loading...
HomeMy WebLinkAbout1.9-7245, 7246, 7247, 7248 & 7254EROS SEDIMENT & DUST CONTROL PLAN TRACTS 7245, 7246, 7247, 7248, & 7254 WOODBRIDGE PACIFIC GROUP, INC. AK RSF1 LD, CALIFORNIA PROJECT STATISTICS 1. PROPERTY LOCATION: WHITE LANE & BUENA VISTA ROAD CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA SEC. 13 T.30S. R.26E. 2. LEGALLY RESPONSIBLE PERSON: JEFF EITTREIM SIERRA OAKS PARTNERS, LLC 27285 LAS RAMBLAS. #230 MISSION VIEJO, CA 92691 (949) 254-3225 3. QUALIFIED SWPPP PRACTITIONER: (RESPONSIBLE FOR SWPPP IMPLEMENTATION) 4. QUALIFIED SWPPP DEVELOPER: (RESPONSIBLE FOR SWPPP PREPARATION) 5. PROJECT TYPE: 6. DISTURBED AREA: 7. PROPERTY BOUNDARY: 8. AVERAGE DAILY EARTHWORK THROUGHPUT FRED W. PORTER II PORTER & ASSOCIATES. INC. 1200 21st STREET BAKERSFIELD, CA 93301 (661) 327-0362 RESIDENTIAL DEVELOPMENT EARTHWORK 155.81 GROSS ACRES 152.08 GROSS ACRES 4,500 CY (APPROXIMATELY) BASED ON 120 DAYS OF ROUGH GRADING APPROX. 1,000 CY THEREAFTER FOR FINE GRADING, UNDERGROUND CONSTRUCTION, ETC. w L LLdDJ C II I z C�i �CC DLETR60 1 CL-6223 J SCHOO I WHITE _ { LOT 1 PM No. ' LLA No. 11861 LOT 2 12-0351 a LLA No. 113-0176 IC Q LOT 1 � LLA No. 12-0133, i PROJECT LOT 1 __T) t LLA No. \' SITE 13-0176 TR -4861 IzL --------------- CgMP' ~nl LOT 3 a�---------------- �S ,J`. LLA No. 13-0176 � I I TO BE VACA`ED t\ a I AND REALIGNED C I ; . ZJ� LOT 2 LOT 2 a? I LLA No. 13 Ot79 -- 01 LLA No. 12-0133 c Q �I l z o w TR -5135 "B" 1LL PART OF �I LLAGE "F" ' J LOT 4 " " WEST MING SPECIFIC PLAN LLA No. TR -5186 , v 12-0133 I I I 1 I I y ------------------'� 1 I I I I I I I I I VICINITY MAP NO SCALE The GRADING PLAN as shown on this drawing is hereby approved, subject to any indicated corrections or additions. Approval by the Public Works Department and Building Department indicates approval only as to design criteria used and conformance to City Standards, Codes and Ordinances. Engineer for the subdivider or developer shall be responsible for accuracy of calculations for this plan and shall submit a certified "as -graded" plan after completion of the grading. APPROVED BY: rtment Date CALIFORNIA STORMWATER BMP HANDBOOK THE FOLLOWING CALIFORNIA STORMWATER CONSTRUCTION BMP'S SHALL BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT, CONTRACTOR AND QSP SHALL IMPLEMENT ADDITIONAL BMP'S AS REQUIRED DURING CONSTRUCTION. U_ W LL LL LL paUO mai zoa-z wp W Q WmwZW�op M _� a ag 0�=FZEWoo 0 � LU zU) I-- C:) -Q z O UOZ Er w-=wV513zm Nw I"w W xOW�W co rxCn a4= W N c`? ULLW~ < UCO �OwErr§FWZ U oza1:62,z �o O N �3LL3o0>W II W o� LLI Lu o S2Z,CO z�$�,o°g9a UJ M Lu 0WtJOw Fn zZ�ti�LJ 0004 ug~�0zCu)a 00 W N C7 00� IrMZo; Z N C) p� z 0 9% W F= Z> Q� L5 'W = v �� 0 N dUavwj~UZpa W Z +.. M p x O W W W r Zazn.�w>pZcan0 � NCO QO W C] 7 U U p w w WLu z Z w ® N LU QQ > U p W p F U U Z 0 r p x O�LU n =ui=UwOww�g� C7rnwx�Z¢�Op ZpxUtAWx K W ocn I- Of LLi M2R-swWww1�19- WQpZ>u°7WLL9jZQ L OM Z�� w WwaWz 0) it U W Q BMP NO. DESCRIPTION WCq ® EC -1 SCHEDULING ❑ TC -3 Z ENTRANCE/OUTLET TIRE WASH ❑ EC -2 w PRESERVATION OF EXISTING VEGETATION ® NS -1 WATER CONSERVATION PRACTICES ❑ EC -4 HYDROSEEDING ® NS -8 VEHICLE AND EQUIPMENT CLEANING ❑ EC -5 SOIL BINDERS ® NS -9 VEHICLE AND EQUIPMENT FUELING ❑ EC -9 EARTH DIKES AND DRAINAGE SWALES ® NS -10 VEHICLE AND EQUIPMENT MAINTENANCE ❑ EC -16 NON -VEGETATIVE STABILIZATION ® NS -12 CONCRETE CURING ® SE -1 SILT FENCE ® NS -13 CONCRETE FINISHING ❑ SE -2 SEDIMENT BASIN ® NS -14 MATERIAL AND EQUIPMENT USE ❑ SE -3 SEDIMENT TRAP ® WM-1 MATERIAL DELIVERY AND STORA1E ❑ SE -5 FIBER ROLLS ® WM-2 MATERIAL USE ® SE -6 GRAVEL BAG BERM ® WM-3 STOCKPILE MANAGEMENT ® SE -7 STREET SWEEPING AND VACUUMING ® WM-4 SPILL PREVENTION AND CONTRO_ ❑ SE -8 SANDBAG BARRIER ® WM-5 SOLID WASTE MANAGEMENT ® SE -10 STORM DRAIN INLET PROTECTION ® WM-6 HAZARDOUS WASTE MANAGEMENT ® WE -1 WIND EROSION CONTROL ® WM-8 CONCRETE WASTE MANAGEMENT ® TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT ® WM-9 SANITARY/SEPTIC WASTE MANAGEMENT ® TC -2 STABILIZED CONSTRUCTION ROADWAY DUST CONTROL BEST MANAGEMENT PRACTICES: 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) AND PROVIDE WRITTEN NOTIFICATION TO THE SJVAPCD VIA FAX OR EMAIL WITHIN 10 DAYS PRIOR TO THE COMMENCEMENT OF EARTHMOVING ACTIVITIES (AFTER THE PLAN HAS BEEN APPROVED BY SJVAPCD). 2. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT. PREVENTATIVE MEASURES SHA_L BE TAKEN B" THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. THESE MEASURES SHA_L INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. PRE—ACTIVITY: G) PRE—WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VIDE) TO 20% OPACITY. b) PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. B. DURING ACTIVE OPERATIONS: a) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VIDE TO 20% OPACITY. b) LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 20% OPACITY. c) APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VIDE TO a0% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. C, TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: a) RESTRICT VEHICULAR ACCESS TO THE AREA. b) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011, D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: a) ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE REMOVED AT THE END OF EACH WORKDAY, TRACKOUT BEYOND 50 FEET OR THE SITE SHALL BE REMOVED IMMEDIATELY. b) CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVAPCD. c) THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. d) ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. SWPPP BEST MANAGEMENT PRACTICES GENERAL N FOLLOWING ARE GENERAL NOTES, THE CONTRACTOR SHALL REVIEW ALL APPLICABLE CODES AND REGULATIONS AND IMPLEMENT CONSTRUCTION SITE MONITORING PROGRAM AS NECESSARY TO MEET REGULATIONS. 1 BEST MANAGEMENT PRACTICES (BMPs) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. ALTERNATE METHODS PROVIDING EQUAL OR GREATER PROTECTION MAY BE UTILIZED. FOR ADDITIONAL BMPs REFER TO CALIFORNIA STORMWATER BMP HANDBOOKS. 2. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN AND IMPLEMENTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, THE STATE'S GENERAL PERMIT, AND LOCAL STORMWATER MANAGEMENT PROGRAMS. CONTRACTOR SHALL OBTAIN A COPY OF THESE PROGRAMS FOR HIS OWN USE. 3, THE CONTRACTOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL DN ALL DISTURBED AREAS PER THE BMP HANDBOOK, 4, NON-STORMWATER DISCHARGES SHALL BE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM AND THE EXISTING STREET. 5, NON—STORMWATER MANAGEMENT CONTROLS AND WASTE MANAGEMENT CONTROLS SHALL BE PROPERLY IMPLEMENTED AS NECESSARY TO COMPLY WITH ALL APPLICABLE CDDES. 6. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORMWATER DISCHARGE. 7. ALL CONTROL DEVICES SHALL BE INSPECTED FOR PROPER INSTALLATION PRIOR TO QUALIFYING RAIN EVENTS AS OUTLINED IN THE GENERAL ORDER. o 8. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR DAMAGED EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN IS IMMINENT. 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, DESILTING BASINS AND OTHER DEVICES. ANY DEVICES AND SLOPE SURFACE PROTECTION DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. a 10. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE (MEP) THROUGH DESIGN AND IMPLEMENTATION OF THIS PLAN. =I 0 11. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES AND STORM DRAIN INLETS. CD3 12. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED BY THE DEVELOPER OR i R T PR T P I 0 WCq Wo u - O® J a w Z m CL �(A w w w CY 2 / 4IU_Ol co 0 L a a a Cn z 0 10 Lu HIS GENE AL CONTRACTOR ON ALL BEST MANAGEMEN AC ICES (BM s) IN LUDING a CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. DATE 07/09/2014 Cn 13. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF o PA JOB Na. 2750H WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF -HIS PROJECT. SHEET PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT CN OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. i 0 U) r- CNI �� OF 3 SHEETS PERIMETER OF DISTURBED AREA T - - -- - ----- -- -- -- -- -- ' I -A Tlil, I v 11 1 5 6 7 8 9 10 11 9 10 11 12 13 14 15 16 17 18 1 I 8 I f - --_ - 1 GAZEBO _ _ _ ' COURT , _ TYP. 3 - - - - - 7 � — - - BLUE - GRASS LANE f 1 I 1Ld 0Q / 4 3 2 1 J 14 13 12 6 27 26 25 24 23 22 21 20 19 1 7 7 MN 72,46-2 29 30 31 32 33 34 35 11 I 7 8 I 910 28 I 1 I 6 a 1 I� I A t PERIMETER OF DISTURBED AREA SEE It ♦` f 1 ' --- --�--- I — 1 TYP. 3 COURT OU -RT _ - LEMONGRASS CIRCLE \ \ _ - - - - - - - T- - - TYP. 3 NOT A PART U oaUO %2c3 � 1 `7./ wwmw vwipWw Zd- Z O wmw mm ZFw �o �J�OFF�zaZ M M �C wz�>Lum¢ F-O�r0Z�cnui<7 co VJ �O 0 .` r W W Q.=rZF Z Q W wiow�wr�U3w C7 H ww LL F / M Q ()� ��a�ZZR6W oDm co 0 �Z 5rxZ, 32 U D CO «i d 0z �&o3�3LamM 0 ca zzhwes2o .mzoLL o 00 C7�OO�Op-Od04 W�O00W° LU co LL -p 0 0 d W W o ..��tt W N W Z N O p0ZU�(q—Z> Qw�Qw��Zoa LL Z M Z O w W w U Z W 53 r awoz=�'opZo co O c��ZmZdZZ FnW U Z¢ W~ W w O W > U 0 N 0 tq w p��z Q U z o ll�n_CL uc�Oa�=� pr W t w cN7u=iTx�ZQ�o~p ; - Z p 5=> o= w- W gwO��w LL1z� O<H�WWfq-1�� a w¢w'gasIFA- >}vWv��t30:30CA a p—pCC aWowwUZOjm wwvawZ3ran uj 1 ' 5 I \ 36 I 1 19 \ o'�,\\ 'pF 18 12 42 41 40 39 38 ♦ y i ' " 1 I 2 43 3 7 i 1 , 13 NOT A PART 1 ' 4 1720 36 35 34 33 \\ ! `\ \ STOCK PILE 7 16 AREA � SWPPP NOTES 1 3 21 ! 7 ❑1 �INSTALL 25'x50' GRAVEL ENTRY/EXIT PER TYP. 5 ,' i BMP TC -1. \ \ 100- o / / 15 / WAY i� �P. 5 \ ; ; NERC , _ - - `,. ;' ❑2 INSTALL 15 MPH SPEED LIMIT SIGN. 2 �� 22 / \ 25 26 �\ (�_' " �_ , - / _ �'. 22 � ��� / ,' ❑3 INSTALL STORM DRAIN) INLET PROTECTION tom\ �/ �,� /� /` PER BMP SE 10. 24 ' y- 32 �F 31 � j' 23 i ,' ,, ,; \ � ` ,, , INSTALL STOCKPILE MANAGEMENT PER BMP i 23 q / WM 3 30 -'� 27 'A 21 i � � 5 SILT FENCE PER BMP SE -1 ALONG ,�� BOUNDARY FOR PERIMETER CONTROL. TEMPORARY 20 \ SUMP ` \, /'\ 2 \ 22 �� TYP. 3 ♦ ``7 ©INSTALL CONCRETE WASHOUT PER BMP 16 3 TYP._ 7 , - / 3 \� M���6�� ,,"--�'"� � 1 g i /�JP�� ❑7INSTALL GRAVEL BAGS IN CURB &GUTTER 7 ` -( '9 17 j AT PROJECT AND PHASE LIMITS PER BMP � SE -6. 29 �/ \ 18 ♦'� ® INSTALL NON-STORMWATER BMP'S AS �� ��S / 15 J EXISTING IMPROVEMENTS too—/ -% > EL - 15 �y / REQUIRED PER BMP NS -8, NS -9, & ' TYP 5 , y 20 NIS -10. //\_ �� 1 ' % 14 ' ♦� ���'�` /i"'� jam% /'-�-� 14 \ \ Q 7 /f �T ❑g INSTALL MATERIAL MANAGEMENT BMP'S AS /�� -� 19 , 7 A REQUIRED FOR PER Br`,1P WM-1, WM-2, & C , / 3 �� - 16 j i 13 F'Q/ NOT A PART WM-5. �\6 13 � � 8 MM (/2,4702 � � OF 10 INSTALL SANITARY SEPTIC WASTE \ \ 4 r� \ \ / S,Sq 1216 OAST MANAGEMENT PER BMP WM-9. \ TYP17 .\ ! l/ TYP. 3 // ' ' �J- /' 9 7 X 12 6 10 ♦�1i ` moi\ ✓ / /' 528CIA No NOTE: CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCING AROUND PERIMETER OF SITE TO RESTRICT UNAUTHORIZED VEHICLE ACCESS. V ` 8 Z 15 29 10 4 \ 20 J,: 2 9 ' ' 6 i ! 3 14 r -, �-� ♦ - 10 30 2 13 1 10 031 12 ♦ STAGING 32 , 8� �7��0��� I \ I -b `. AREA 11 26 ' TYP. 3 / % o 0 � STOCK PILE � 25 \ 33 0 a 7 f` / v 7 i AREA % 12 / yF� i 10 SUMP — MATCH—LINE ♦ `, ��, ♦ 4 34 �FNq 11 I i — II — —MATCH LINE �► — ; ♦ ` F 13� SEE SHEET 3 ♦� TYP. \ �- 23 c'�c 6Rc�F \,J o - , I SEE SHEET 3 I♦ ♦ ,❑4 - I . 1j0�. 5 � P. 3 I- I 0- 3 3 TYP. 14 v 22/4 FUTURE PARK STOPILE Ln 3159 AREA 21 39 o { 11 ' U) H O 0 C'\, N w FW, Lu o 00 W Z a� am w w w ul W t O ; - Q' LL a a U) z O O Lu DATE 07/09/2014 PA JOE No. 2750H 0 N SHEET NORTH SCALE: 1 "==1 00' i C 0 50 100 200 � OF 3 SHEETS \ \ — 10 10 2 13 LL 27 if 0 '0 1 L01 01rA AZvz 7 uwj 12 IOU 00 ZO z L < STAGING 8 26 32 www 622www'p 7 AREA 1000' 11 VTTM 7248-2 > W :A t;.i g 0 00 z LLJ z STOCK PILE z 25 33 LL' 5: 7 LLI AREA MATCH—LINE 12 I I lo ► Q - FUc L < w sumP —9MM Z06N 2— 34 MATCH LINE 54 Z 0 Lc L' 0 0 z w 06 SEE SHEET 2 3 \� Lu - 20'a L' < TYP. 3 x ",fuw �'d.H 6 SEE SHEET 2 ;-,-- 0 cl) 23 5 S2 3 V3 L 247-1 M M t) L) 10 WTM 7"" J z U) 5 F, W. TYP. 3 2w I < 14 z z L".. TYP. ZLU30900 22 LL1 11 1 1 4 0zs LLJ FUTURE PARK > z z 1.- 0 C3 0 z O 4P 9 3 15 21 39 z 0 LL uj ui 'Ile 000, 7 0 00 � * 1 16 P182=u —5�0 F4 8 38 # ' x I L -L, 5 Q �'D , ##-* 00 20 5 TYP. STOCK PILE Lz' WZ rzn Z� *100 AREA 17 T >;� u—j 55 -A 0 Odd* 2 7 — — — — — - own 0 X/ 36 Ld NOTA PART 0� M 2 'z �� 0 E 2 m SEE DETAIL < oo, 18 35 U>J 40 < cz, < 6 34 01-1 oako LL Cn 0 >w 4 33 32 31 � �j 0z 21 m 000/pooll 22 5 w a 19 22 !R A 20 5 (n 6> CZD W, � Lu 3 TYP. m co g Lu 23 23 U) <= 0 C5 Lu :2 > LLJ 4 IMF 9 �— \ \ \ 40 1 F �L -0 /6 !0 ls�.PN 24 - ----- Lj_ 0 24 STAGING 18 7 '> 3 21 25 AREA'F. \ 25 26 - ----- 17 20 27 LLJ z 40, 2 9 28 , 7 wrm �I 16 26 7248- 29 1 19 LLJ 7 30 34 IQ /0001 T y/'P 1 10 RIGHT-OF-WAY 15 27 17 33 14 28 16 EXISTING FIRE HYDRANT--� 7 35 14 13 D - - I LLJ CN C-4 1 , a. J, 1 32 12 13 X 28 i LL 36 13 CO 3 14 2 P, a 0 C) w 12 37 AN L 3 ��Ty 40 /2 30 30 Z (WM R-2 LOT) 38 44 3 TYP. U) I w 7/ 4 - - - � 2 !9 11 45 31 0Y U) iu> Lu o \29 5 uj 0 , U- 39 // 0 43 32 7 (f) 6 LL 27 a. a 40 A, 4 33 15 A,, 6 8 10 9 42 26 16 10 34 T Y 3 \ \ �� 17RE 1819 7 4 41 47 7STOCK PILE 8 24 /,-_TYP. _j 20 21 / 1 LANE AREA 10 / ' 23 35 48 12 ----- - 24 7 11 22 22 23ftftft-�' 49 13 25 26 27 9 7 2. 77 15 8 ---- -- EXISTING IMPROVEMENTS 20 16 4 14 3 20 L0 15 38 17 7 LOT LINE 2 19 12 CAMPUS PARK D IVE \e 1 18 1619 T 18 TYP. 3 39 20 7 3 06 LL / / / `\ \ \ 30 6 17 10 29 28 27 EXISTING FIRE HYDRANT - 06 Z 00 < 5 7 9 7 \_ 26 4 8Z j 2 7 ----LANE I - r 3 0 3 25 2 44y 2 '40 0 4 32 33 5 34 _j 35 u TYP.L 6 24 COMMUNITY CENTER 40 ' \ \ �� , \ 22 MM 7245-2 41 23 (0 39 40 _z < ui F- 39 5 TYP. 38 37 < Z 0 38 32 1 a- 22 NOTA PART 7 L - - ---I - V) 34 A w0 c) SWPPP NOTES _Q 37 31 u") Ll J INSTALL 25'x50' GRAVEL ENTRY/EXIT PER BMP TC -1. NOTE: CONTRACTOR SHALL 1 1111 3 TYP. INSTALL CONCRETE WASHOUT F2_1 INSTALL 15 MPH SPEED LIMIT SIGN. I 1� 1 35 30 21 o U) CN PER BMP WM-8 IF SITE 24"1' \ , 01c, 19 WASHOUT IS NOT IN PLACE -10. 36 // / \ -4 \ 20 F3 INSTALL STORM DRAIN INLET PROTECTION PER BMP SE 29 2 z INSTALL STOCKPILE MANAGEMENT PER BMP WM-3. 25 Ld 18 :D HINGE 75 SILT FENCE PER BMP SE -1 ALONG BOUNDARY FOR PERIMETER Fq 28V_ CONTROL. 26 17 SUMP 76 INSTALL CONCRETE WASHOUT PER BMP WM-8. 4 I it PER BMP SE -5 AT M INSTALL GRAVEL BAGS IN CURB & GUTTER AT PROJECT AND PHASE 2 16 INSTALL FIBER ROLLS LIMITS PER BMP SE -6. ii BACK OF SIDEWALK, if TYP. 15 If 11 0 F-8] INSTALL NON-STORMWATER BMP'S AS REQUIRED PER BMP NS -8, 5 4 - NS -9, & NS -10. 14 "1 1 SIDEWALK L)LIJ 0 INSTALL MATERIAL MANAGEMENT DMFS AS REQUIRED QL 0 0) WM-1, WM-2, & WM-5. 6 CURB & GUTTEROAR 12 10INSTALLINSTALL SANITARY SEPTIC WASTE MANAGEMENT PER BMP WM-9. 7 j\ CSF STREET CENTERLINE 8 ("A'TYPICAL LOT BMP'S N. T. S. M C) F:;,P—r H SCALE: 1 "== 1 00' 0 50 100 200 9 10 NOT A PART nu 0 0 T_ li CD Ln N II o I C*, Z 0 II DATE 07109/2014 PA JOB No. 2750H a SHEET —7 OF 3 SHEETS I II CN Ln C*, Z 0 Lu DATE 07109/2014 PA JOB No. 2750H SHEET —7 OF 3 SHEETS J1,