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HomeMy WebLinkAbout6.9-303TOPOGRAPHY LEGEND: EXISTING POLE EXISTING IRRIGATION VALVE OR RISER EXISTING HOSE BIB EXISTING BLOW -Off ASSEMBLY tEXISTING LIGHT STD. W/CONC. BASE EXISTING STREET LIGHT PULL BOX K�1 EXISTING TREE EXISTING 9'e CABLE T.V. CAP x ,. SURVEY ELEVATION EXISTING EDGE OF PAVEMENT z : ----- EXISTING CHAIN LINK FENCE +- -' - EXISTING WROUGHT IRON FENCE EXISTING GROUND CONTOUR r- BOWLINE ...x5555 EXISTING CURB AND GUTTER �_ Up TOPOGRAPHY NOTES: UNDERGROUND UTILITIES OR FAOUTIE.S WERE LOCATED BY NO USUR 0 THIS SURVEY AND THE STIES NOR ASSUMES NO RESPONMILITY ATION FOP, UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. AT&T UNDERGROUND LINES ARE NOT SHOWN SINCE MAPS WERE NOT PROVIDED. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, RIGHT -Of' -WAYS, PROPERTY LINES OR ANY OTHER INFORMATION PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT THAT NO 111E REPORT WAS PROVIDED FOR THIS,SsUR Y '(�,.� s � " z N 87289 C/M- r t 2% ! a73c1 c, i87303 C/k` 87259 C- 87158 C 872.42 ( C r 87290 TC - 872.40 C 8724! 7C 871.97 C ABBREVIATIONS U IRRG. IRRIGATOR W/ NTH TRANS TRANSFORMER A.C. ASPHALT CONCRETE TYP TYPICAL ELFV ELEVATION LS LANDSCAPE EX. EXISTING CONC. CONCRETE ELEC. ELECTRIC C.N.S. COMPACTED NATIVE SOIL The GRADING PUN m "=on aIle deft ktmab/ApPlaoed. 8ey(ecvroenvMacateacarecdaKoraadNa�e. AWrvvWWftP"hBe wodmovpammrdmWBUHftgDOPsbnBMh m smPPFW O*m to designaHerie III andwrdDvna1mt0C%` and Ord'mallcea. P. M#,M ,W#m%"wderor eMgrRaa6WVLemralled siblaforexuracyolealaYuonslarari0lon 'esgmded° PIM WWcW Wdm dtfm gm&* tv zGRADANG PLAN r 1•� APN 434-010-38, 7001 AUBURN ST. BAKERSFIELD, CA. 407 GRADING PERMIT NUMBER: 19-40000026 _-- - n ., - _ = WDID NUMBER: 6F16C386807 v -' G SECTION LIFE olk" - - 589'54'42'E 501-70' - rt' -A. _- ____-_-- _ _ __- -- ___ ..._ i __ --.`.. _. ; 1_ L_ IVED ___-_' --ter' - _- _ -d 17 �- Al 876.11 TC Sf;1 ... _ JUL 18 __. _...-F=-� -.. ._..._ . _ -. _ _. d.,,r.,I ,x' 875.71 P ( .=-e- - 87550 rc , - - ' a s7a.59 P + - - -- - 6- - - - .::. _ CITY OF BAKERSFIEL p eulEalwc oEPARTaIEI a7a.A6 rc M ;IR; / aesorn 87435 P/14ATCMr 11 1 '\ E1 (TYR FN04E Irt�!I•NI \ „ I 78 TIC ` 07o 28P � r+l . •yt 136 G EX LAMP POST TO REMAIN874 .. i ✓4 47 P let 41 /Gc" `,! q;5' j� F _ 9 P87,00 :C- (TWIN r 1 ' o 5. " .. :.i f 87479 TC- .ri .. K. 7> & P.. l :: I. C \ ''._ .� -. r z `.2 .;; 1874.19 P/MATCH � � �. T ( f 88l.04 rC ..T" ... 875787587 .r `,.. ( I.:. T _ : v '�,i 38054 P 'z 87529P 'P75.77P EX. ELEC. TRANS.. .,' \' „ W/GUARC POSTS TO REMAIN r. „)- -`�T. 3,7575 Tf d75.Loo �• :. \ �, I\, 1 I 1 .. i. LS -a ,ICV(YP„ .75v9 ,i '� .A.-. 875.417 TC 87. 09 r ,...;]i it - ^I' 8.568 ,6- ' \ t '•, 875.58 r,. .� t r:• u''. _ I I .:1 ..' 98J JO F V � 1 � i � •b , r I 1 1 .876 r„ __:-- __._. __. \._ - _ _ -- -_ _ -- _ _ _-___ 880667 � ..- -, '.. - � . ;T., , 2,5°: AC PAVEMENT OVER T'•. 88G'b P • 87511 rC &» y y'- . , ` _ICICI. BASE EVEN 874.61 P/cs, . , '(. \ \, L -''.\ 12' G,w,S" (95% REL COMPACTION) `, n 0 1875 Be TC 87 09; 07 / :.( .! i.n_ '� - ".:p&"-+? 87575 0 .. ,, eE ., - \ ,P. 111,1, y_ n' L.S. NhJ,.: . r `! 87,9. PROJECT BENCHMARK it •, .- � I ' e jj( TTI`' II _BLUE °X" ON TOP OF GORE '.. --'_- ELEV=874.51 87534 TO I : 874.84 P I; ' ' r7 rC ' 1 • ._°`(". _T Y .;r 1,50% (',. /. 674 I.1� I .;.,"*, ..x 874.54 r1-' A J ..,:� s..e 874.47 rC , xt.,, 87404 v -- -} -2T.. e' ':'E ;,,,}� ;.�',- 873.97 P/kA ICH '•� .../ ,.S \" , : II ..:'S<8°. -..._. -I ':. 1 . 4 �.. 1 f 88077 TC -•a i r .-r - \, L68.o 8,5 C5 ,r 879.72 8 ¢.., .;. .... _ ' V_'�.87497 TC' ' h. .. �87906 r/ 174e7 S _ - _ � - - 880 05 TC _J 87504 P DR 15 I _ 87435 'C c�/ /''•`7J r • is va 1 87385 P 674 51 ii, y r I L� V\ 8740? 13o�" '1 874 8 'N IFL-' x , I 67296 TC 87246 P 87293 2 872.43 P 871.80C B728I TO 87231 c 1 -87278 TF 871.18; ^. 87279 TC - 87 -.29 C a^, 872 '' 29 P SCALE: 1" = 20' 20' 10' C' 20' 40' 51 81 C TC M ' �. 1 . ,N stir 874.25 rC ;. 5x rC i ,.._ ':?} :i•+ :>; 1 trT).. LSs' 8745 •-+. 874 P ,„I r " 873.75 P ITCH, z I: r, i u> _'.. _. I. i "� \ I g: M'. r o. - 1 1: j 87438 lC , 87E 76 !C } I 8867! 1! j 376.1! P \ 2757ti P 1 , '\ I. .E.. a: `7 873.55 rC-I -✓�. ` :v s u :. _ 1 _ .:..c:.r 87429 TC ------ 873. i. 7 r _ _- 05 P - - 873.22 TC r;3., 87355 TC�r-,. I. , n - ,-„" 8727"1 P -:'„ 87315 C a 3 , 93 z T' ^ 1 MATCH IX. 1gi011ND 87351 iC 1 87392 rC/N" -- .- 874.42 TC d "-' " x _ 873.22 TC 87301 P 4t' ,%3.1`D V' �+, X67342 P/C : a.. ' % � ,11 n 87271 P - _l 4I 0.9T� - 87d92 P/C i a r EX CELL TONER n x1( t 1 V v7 r 5 87,.480 C 1TH BLOCK WAL A SECTION VIEW - PLANTER AREAS ALONG PARKING LOT NOT TO SCALE EX. AC ` NOTES: LEGAL DESCRIPTION: SIPS 73 GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN THE SOILS '1" NT" REPORT PREPARED FOR NEW CHILDEREN'S MINISTRIES BUILDING, BY KRAZAN & `= _ ALL EXISTINGSURFACE STRUCTURES AND UNDER GROUND PIPING APN: 434-010-38 � _ ASSOC- INC., DATED NOV. 4, 2010. K.A. PROJECT NO. 022-10077 NTHIN THE PARKING LOT AREA ARE TO BE REMOVED PRIOR TO CONSTRUCTION. PARCEL 3 OF PARCEL MAP NO. 10191 RECORDED JULY 10, 1998 IN BOOK 49 OF PARCEL MAPS, ''. '.4. GRADES SHOWN ARE TOP OF FINISH SURFACE 1- NG A ',RTI Of NORTH HALF OF THE NORTHEAST QUARTER OF PAGES 15 152, O., ALSO M. IN E THE THEA - GRADING WORK SHALL BE SUPERVISED AS ENGINEERED GRADING IN SECTION 24, T.29S., R.28E., M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF ACCORDANCE WITH APP. °J" OF THE CALIFORNIA BUILDING CODE. CALIFORNIA, LUNG NORTH OF THE NORTHERLY RIGHT-OF-WAY UNE OF STATE ROUTE M-KER 178, EXCEPTING THEREHROM THE 'ASTERLY 260.00 FEET THEREOF I CONSTRUCTION LEGEND: O1 2 P.C.C. WALKWAY U REMOVE EX. CURB & GUTTER O REMOVE EX. TREE O REMOVE EX. 6° CURB & CONFORM NEW PAVEMENT TO EX. PAVEMENT \ EX ELECT. PANEL O PAINTED WHITE CROSS -WALK (REFER i0 ARCNI'TCTURAL PLANS) 70 87339 P/C 1METER TO REMAIN ® REMOVE & SALVAGE EX. CHAIN LINK FENCE (TO BE RELOCATED AROUND SUMP AREA) it ,� EJ E 874.84 BW r 8 IEP r REMOVE & RELOCATE EX, IRRIGATION SYSTEM Know what's bellow. © REMOVE EX. LAMP POLE e SHADE STRUCTURE/SOLAR PANELS (BY OTHERS) 0311 before you dig REMOVE PORTION OF EX. CURB & CONSTRUCT NEW ADA RAMP . 87366 7C �. ti J 'az;.s2 - - - .41111. y r 6 81318 C N > K ti ../" 72 SEE SHEET C-3 FOR AIA PATH AND DETAILS- - JEa>q C v 6 UNE I PROPER, ,!zi > .aria:i U) N O O O O _ s O o 00 'o f7 n GENERAL. NOTES_.(CONT.); d� a. a a e DTw 514.'zg ` NOTES: LEGAL DESCRIPTION: SIPS 73 GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN THE SOILS '1" NT" REPORT PREPARED FOR NEW CHILDEREN'S MINISTRIES BUILDING, BY KRAZAN & `= _ ALL EXISTINGSURFACE STRUCTURES AND UNDER GROUND PIPING APN: 434-010-38 � _ ASSOC- INC., DATED NOV. 4, 2010. K.A. PROJECT NO. 022-10077 NTHIN THE PARKING LOT AREA ARE TO BE REMOVED PRIOR TO CONSTRUCTION. PARCEL 3 OF PARCEL MAP NO. 10191 RECORDED JULY 10, 1998 IN BOOK 49 OF PARCEL MAPS, ''. '.4. GRADES SHOWN ARE TOP OF FINISH SURFACE 1- NG A ',RTI Of NORTH HALF OF THE NORTHEAST QUARTER OF PAGES 15 152, O., ALSO M. IN E THE THEA - GRADING WORK SHALL BE SUPERVISED AS ENGINEERED GRADING IN SECTION 24, T.29S., R.28E., M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF ACCORDANCE WITH APP. °J" OF THE CALIFORNIA BUILDING CODE. CALIFORNIA, LUNG NORTH OF THE NORTHERLY RIGHT-OF-WAY UNE OF STATE ROUTE M-KER 178, EXCEPTING THEREHROM THE 'ASTERLY 260.00 FEET THEREOF I CONSTRUCTION LEGEND: O1 2 P.C.C. WALKWAY U REMOVE EX. CURB & GUTTER O REMOVE EX. TREE O REMOVE EX. 6° CURB & CONFORM NEW PAVEMENT TO EX. PAVEMENT r O PAINTED WHITE CROSS -WALK (REFER i0 ARCNI'TCTURAL PLANS) 70 NEW 6° GONG CURB ® REMOVE & SALVAGE EX. CHAIN LINK FENCE (TO BE RELOCATED AROUND SUMP AREA) it PLANTER AREA (2:1 MAX. SLOPE) Z WE CONCRETE DRAINAGE CHANNEL 72 REMOVE & RELOCATE EX, IRRIGATION SYSTEM Know what's bellow. © REMOVE EX. LAMP POLE 13 SHADE STRUCTURE/SOLAR PANELS (BY OTHERS) 0311 before you dig REMOVE PORTION OF EX. CURB & CONSTRUCT NEW ADA RAMP 0.50' 2.50' 5.00' 4' PCC OVER I" SAND OVER 6" C.N.S EX FLUS T, , . �-CROSS SLOPE " 00%--- pj5% ADA ACCESS W/TRUNCATED DOMES 6" CONS CURB (TYP) 4' PCC OVER I" SAND OVER 6" C.N.S MERE OCCURS B SECTION VIEW - ADA PATFI ALONG PARKING LOT NOT TD SCAB 5.w EX. CURB h GOTTEN 10 REMAIN � Tom- EX. GRGUPoD IN '----- --"- J 4' PCC OVER 1" PLANTER AREA SAND OVER 6'CNS () SECTION VIEW - ADA PATH ALONG BUILDING NOT TO SCALE GENERAL NOTES 1. ALL GRADING SHALL CONFORM WITH ARE, "J" OF THE CAI IF ORNIA BUILDING CODE AND STANDARDS PERTAINING THERETO. 2. ALL CUT SLOPES SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. 3. FILL AREA SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 4. ALL FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL. FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 5. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX(6) INCHES IN COMPACTED THICKNESS AND COMPACTED .AT OPTIMUM MOISTURE CONTENT BY APPROVED METHOD. 6, ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED FORTY-EIGHT (48) HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. 7. ALL FILL MATERIAL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY CALIFORNIA BUILDING CODE AND SO CERTIFIED BY TESTS AND REPORTS FROM A SOILS ENGINEER, 8. SURFACE DRAINAGE TO BE ONE U%) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 9. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 10. ASPHALT CONCRETE SHALL. BE TYPE B-1/2" MAXIMUM PER SECTION 39 OF THE CURRENT EDITION OF THE STATE STANDARD SPECIFICATIONS AND SHALL PLACED IN CONFORMANCE WITH SAID SECTION. 11. AGGREGATE BASE SHALL BE CLASS 2 PER SECTION 26 OF THE CURRENT EDITION OF THE STATE STANDARD SPECIFICATIONS AND SHALL BE PLACED IN CONFORMANCE WITH SAID SECTION. 95% MINIMUM RELATIVE COMPACTION IS REQUIRED. 12. ALL CONCRETE SHALL BE CLASS B PER SECTION 90 OF THE CURRENT EDITION OF THE STATE STANDARD SPECIFICATIONS AND SHALL BE PLACED IN CONFORMANCE WITH THAT SECTION. CURING COMPOUND SHALL BE USED ON ALL CONCRETE SURFACES. 15, APPROXIMATE GRADING QUANTITIES : CUT - 2,400 C.Y., FILL = 220 C.Y. QUANTITIES SHOWN HEREON ARE FOR PLAN CHECK PURPOSES ONLY. NO OTHER SIGNIFICANCE IS IMPLIED OR INTENDED. ALL EXCESS MATERIAL TO BE SPREAD ON-SITE, NORTH OF THE SECTION' LINE. 16, 24 HOUR NONCE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NODHED AT 661.325.3D49 17. COMPACTION TEST NOTE: COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIADER/CONTRACTOR. THE NUMBER LOCATON OF REQUIRED TESTS SHALL BE DETERMINED BY THE CIVIL ENGINEER. I& ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SDEWAIK WHERE THE MAXIMUM SLOPE SHALL BE 27. A ITRNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 20. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (600 612 2 444). 21. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASER ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED. WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF PERMIT. 22. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOT) 10 COMPLY WI'H THE TERMS Of THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SINCE! ORDER NO. 2009-X009-DWQ AS AMENDED BY ORDER 2010-0014-00AND ORDER 2012-0006-DWO) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL I3ERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPP) BE PREPARED,. CONTINUOUSLY CARRIED OJT. AND ALWAYS BE AVAILABLE FORS PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 51715C386807 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. DISTURBED AREA: 1.8 ACNES - 4 CITY RECORDS N f, 710,4 V.-70DI 1 f r P I 1/ �` 30 y N > K I I 6 U) N O O O O O O o 00 'o f7 n Zzco m 1- 00 d� a. a a e 10 (� G. W g 0a0 ¢ez K a C3 R O �0 F3 p N J A � O 0 � a U CrD - ce a � as F 1 LL O f, 710,4 V.-70DI mm OWN 1p;foll 0F®R NO,MESA 2' MIN 4" MAX 12" MIN SLOPE ;ER ROLLS MIN `3/4" x 3/4" WOOD SGKES �J MAX 4' SPACING SECTION A -A 'CONTRACTOR SHALL REFERENCE CASOA DETAIL WM-3 & SE -5 EA LEGEND SCALE: O' l� LATH & / ," MATERIAL LAY -DOWN AND STOCKPILE AREA & EQUIPMENT PARKING OPOST FLAGGING 10' � WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. O3 ON ALL MIN SANDBAG OEQUIPMENT SIDES ^ v o a OS BERM ❑ O O O SILT FENCE. DETAIL 'C', SHEET C-6 T6 EXISTING PAVED PARKING LOT SHALL BE USED AS CONSTRUCTION ENTRANCE (SEE NOTE 3) SITE BOUNDARY J Q � FIBER ROLLS N ---- A -._._. -..•-."_-_... EXISTNG GROUND CONTOUR L0 o DISTURBED A Q U In — O 1,8 ACRES ❑ 0 0 0 q3 i 10 MIL PLASTIC LINING PLAN NEW NOT TO SCALE PLYWOOD 48' x SANDBAG 24' PAINTED ITE 10 MIL PLASTIC " C4"WH BLACKuNNG LETIEAs 6" EItliT0.S" LAG }GRADE LEVEL 3'W000 % BERM -3. x , 3" % 8' HOLE FOR �. CONCRETE WASH. SECTON A-1 CONCRETE WASHOUT NOT TO SCALE SIGN DETAIL OR MOMMALENT NOTES 1. CONCRETE WASH MUST BE 10' BY 10' MINIMUM 2. CONCRETE WASHOUT SIGN MUST BE INSTALLED WITHIN 30 FEET OF THE CONCRETE WASHOUT. 3. TO BE CONSTRUCTED BELOW GRADE. 4. A ROLL -OFF DEMPSTER WITH 10 MIL (MIN) PLASTIC LINING MAY BE USED UPON OSP APPROVAL. ..a� EA LEGEND SCALE: O' l� POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) DETAIL B CONCRETE WASHOUT NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASOA DETAIL WM-6 EROSION CONTROL PLAN APN 434-010-38, 7001 AUBURN ST. BAKERSFIELD, CA. S.P.R. NUMBER: 18-0407 GRADING PERMIT NUMBER: 19-40000025 WDID NUMBER: 5F15C386807 -00 gg�� afir CONSTRUCTION NOTES: LEGEND SCALE: O' O1 POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) / ," MATERIAL LAY -DOWN AND STOCKPILE AREA & EQUIPMENT PARKING OPOST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) � WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. O3 MATERIAL LAY -DOWN AND STOCKPILE AREA, DETAIL 'A', SHEET C-2 (WM-1, WM-3) CONSTRUCT CONCRETE WASHOUT OEQUIPMENT PARKING WITH PROTECTIVE CIL PANS UNDER EQUIPMENT, (NS -9, AS 10) ^ v o a OS CONSTRUCT CONCRETE WASHOUT, DETAIL 'B', SHEET C-2 (WM-8) S'LT FCE SILT FENCE. DETAIL 'C', SHEET C-6 T6 EXISTING PAVED PARKING LOT SHALL BE USED AS CONSTRUCTION ENTRANCE (SEE NOTE 3) SITE BOUNDARY J Q � FIBER ROLLS ---- D— PROPOSED STORM DRAIN LINE -._._. -..•-."_-_... EXISTNG GROUND CONTOUR L0 o Q SITE PLAN STORMWATER POLLUTION PREVENTION NOTES L EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE QUALIFIED SWPPP DEVELOPER (DSD) OR THE QUALIFIED SWPPP PRACTITIONER (OSP). 2. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE COMPLETION ION OF EACH WORKING DAY OR EROSION CONTROL BMWS MUST BE IN PLACE. (ECI-EC13) 3. PUBLIC ROAD IS OVER 150 FEET AWAY FROM CONSTRUCTION SITE. PARKING LOT PAVEMENT WILL BE USED AS CONSTRUCTION ENTRANCE. PAVEMENT SHALL BE SWEPT AT THE END OF EACH DAY TO PREVENT TRACK -OUT ONTO PUBLIC ROAD. 4. THE CONTRACTOR SHALL RESTRICT TRAFFIC AND POST 15 MPH SPEED LIMITS ON THE SITE TO REDUCE DUST. (WE -1) S. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED TO ELIMINATE DUST. (MINIMUM OF 650 GALLONS/AC. AND ONCE DAILY, WE -1) 6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND FOR MAINTENANCE, IN DESIGNATED AREA (NS -8,10) . 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS DIRECTED BY THE QSD/OSP, AS NEEDED. (SE-1,SE-5,SE-B,SE-8,SE-9) 8. EXCEPT AS OTHERWISE APPROVED BY THE OSO/OSP, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 48-HOUR RAPD PROBABILITY FORECAST EXCEEDS 5OX 9. ALL LOOSE SOIL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED BY THE QSP. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS AT THE DISCRE'CON OF THE OSP. 11, EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED. 12. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF BMP'S SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY. OSP IS TO REMOVE OR SELECT ALTERNATIVE SMP'S FROM CASQAS HANDBOOK AND REDLINE THIS PLAN AS NEEDED. 14. WHEE NOT ALL THE USTED BMP'S ARE NOT INCLUDED IN THE SPECIFIC TEXT OF THE EROSION CONTROL PLAN, MANY OF THESE ITEMS ARE STILL NECESSARY TO ADDRESS SPECIFIC CONSTRUCTION PROCEDURES THE CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING STATIONS, BATCH PLANTS, WASTE FACILITIES AND THE UKE ARE NOT SPECIRCALLY SITED ON THE PLAN BUT STILL ARE REQUIRED TO BE ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED LOCATIONS 15. ALL BMPS MAY NOT BE LISTED ON THIS EROSION CONTROL. PLAN. THE CONTRACTOR IS REFERRED TO BE FAMILIAR WITH THE SWPPP DOCUMENT FOR THIS SITE, AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP'S. 40' 20' SCALE: O' 1" = 40' 40' 80' � m � GENERAL -CONTRACTOR: DISTURBED AREA: 1.8 ACRES 93, Know what's below. 0811 before you dig. 0 � m � O Z o0 ^ v o a � Z 2 I Q J J Q � W DO L0 o Q U In — q3 i 12 SHEET C-1 /5' WADE PAINTED WHITE �9 CROSS -WALK W/1 4 STRIPES * 3' c/c SCAI E: 1" = 10' 0' —10, 20' 9-0. (TYP) B -or (TYP) V -v (TYP) 3' SQ. PAINTED INTERN. Ba BOB LEI 81UTY OF ACCE OF 6) N N&d N 4" WIDE PAINTED 2) 3 8 DIA. PAN HEAD SITE PLAN — WHITE STRIPES WITH WASHERS TYPICAL (TYP) OF TWO PER SIGN F. 2 1/2-0 GALV STD. PIPE SIGN POLE TROWEIL SMOOTH TOP IE maw RUSH W1 GRADE r. ti 4' (TYP OF 3) 6* CURB PER< J SHEET C-1 (TYP) n --- --- sC S x 4' TRUNCATED DOMES MAT'0 JPU40DMI OMR EQUAL 3) F ADA PATH OF TRAVEL 6" CURB PER rBx YP OF 6) SHEET C-1 (TYP) ADA TYPICAL PARKING STALL DETAIL 3' A 4' TRUNCATED DOMES WAUSAU JU4008 OR EQUAL ACCESSIBLE PARKING PLAN - PATH OF TRAVEL ACCESSIBILITY SIGN - 0,10" REFLECTORIZED ALUMINUM W/ PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN REFLFCTORIZED WHITE LETTERING WITH TEXT SIGN A AS SHOWN ON BLUE L BACKGROUND TYPICAL SIGN A SHALL HAVE VAN SIGN AT VAN ACCESSIBLE SPACE REFER TO SITE PLAN EF FOR LOCATION OF asexca�k TYPE "B" SIGN MAY BE V� AWAY AT MER'S REFER TO DTI. 03/A1.1 IPIh➢ 19 FOR SIGN POST YAY AT BY �LFPH� — SEE POST DTLS. SIGN 8 BOTH SIGNS '-IV MOUNTING NOTES: FOR POST MOUNTNG, USE 3/8' MACHINE BOLTS WITH WASHERS, 2 PER SIGN. SIGN -PER 2) 3 8 DIA. PAN HEAD SITE PLAN TORX DRIVE THROUGH BOLTS WITH WASHERS TYPICAL OF TWO PER SIGN F. 2 1/2-0 GALV STD. PIPE SIGN POLE TROWEIL SMOOTH TOP 1/2' R. EMS TYR RUSH W1 GRADE B ADA TYPICAL SIGN AND POST DETAIL w