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HomeMy WebLinkAboutTract Map 9833-2 Lot 31 Precise Grading AdditionENGINEER'S NOTICE TO CONTRACT O CIVIL ENGINEER: 1. SAFETY: ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON/OR LAMDA ENGINEERING AND DEVELOPMENT RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES GRADING NE ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL 01 CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL 1. All grading, erosion & sediment control related activities shall conform to the Title 18 of the Temecula SAFETY AND THE HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR, AND Municipal Code, and if applicable, the State Water Resources Control Board (SWRCB) NPDES General WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS Permit for construction activities. CONSTRUCTION SAFETY ORDERS. BENCH MARK: 2. SITE CONDITIONS: All gradin�gg5�shall be done in conformance with recommendations of theT reliminary soils investigation 2. Earth rata Inc. 09632-10A Dated. 101�00 -- by.- CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE - --- - --- - -- - __-. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY 3. Maximum cut and fill slopes shall be 2:1 and shall comply with recommendations of the soils report CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE 4. Stability calculations with a factor -of -safety of at least one and five tenths (1.50) shall be submitted to the ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH Land Development Inspector by a registered Civil Engineer, soils engineer or geologist for cut and fill THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING Slopes over thirty feet (30') in vertical height. FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. elevation 1140.89 WM 5. Provide, as applicable ,concrete brow ditches to convey 100 --year storm flows or provide graded berms 3. UNDERGROUND UTILITIES: along the top of all graded slopes over three feet (3') in vertical height or that are adjacent to graded areas THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND OR to direct surface runoff away from the top of slopes. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE FIRE HYDRANT RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING EXCEPT AS 6• All property corners shall be clearly delineated in the field prior to a pre --construction meeting and SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL commencement of any construction grading activity. AND HORIZONTAL LOCATION AND SIZE OF ANY UNDERGROUND UTILITIES OF THOSE TO RIDGE BE USED, AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE 7• Existing drainage courses shall continue to function at all times. No obstruction of flood plains or natural UTILITIES, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO EXCAVATION OR CONSTRUCTION water courses shall be permitted. AT 1 (800) 422-4133 FOR IDENTIFICATION OF UNDERGROUND FACILITIES. 8• Temporary drainage shall be provided until permanent drainage structures are installed. Protective 4. VERIFY JOIN LOCATION: measures shall beimplemented to protect adjoining and down stream properties from silt deposition and PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL ponding water during grading operations. UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK AND VERIFY ALL JOIN LOCATIONS BOTH VERTICAL AND HORIZONTAL. THE CONTRACTOR SHALL BE g. Fill material shall not be placed on existing ground until the ground has been cleared of weeds, debris, topsoil RESPONSIBLE TO REPORT ANY DISCREPANCIES IN PLANS AND OR FIELD CONDITIONS and other deleterious material. If slope ratio exceeds 5:1 and is greater than five feet (5'), the terrain must be IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, keyed and benched into either bedrock or native soil with eighty five percent (857) water saturation. AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 10. All grading shall be done under the supervision of a registered civil engineer, soils engineer, or geologist 5. UNAUTHORIZED CHANGES: who shall submit to the Land Development Inspector two (2) sets of written certification that all fills over THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE one foot (1') in depth have been properly placed. FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE 11. The contractor shall notify the Land development Inspection Division (951-308-6395) at least 48 hours in PLANS. IF CONTRACTOR DEVIATES FROM THIS PLAN PRIOR TO CONTACTING AND RECEIVING APPROVAL IN WRITING FROM DESIGN ENGINEER THE CONTRACTOR SHALL advance requesting rough lot grade and drainage inspection. This inspection must be approved prior to BE LIABLE AND RESPONSIBLE FOR ALL DAMAGES AND CORRECTIONAL COSTS. building permit clearance for each lot. 6. SCALED DRAWINGS: 12. Prior to release of a building permit, a registered civil engineer or licensedland surveyor shall submit to PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS AND LARGE SCALE N.T.S. MEANS the Land Development Inspector two •(2) sets of written final pad elevation certification to• include a statement that the paid elevation is in conformance with the approved grading plan. Certification shall be DETAILS OVER SMALL SCALE DETAILS. DRAWINGS OR SECTIONS. DRAWING NOT TO SCALE. to line, grade, elevation and location of cut/fill slopes. 7. METHOD OF CONSTRUCTION AND SUPERVISION: 13. Prior to release of a building permit, a registered soils/geotechnical engineer shall submit to the Land THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, Development Inspector two (2) sets of written final pad compaction certification to include a statement UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION, That the grading has been done in conformance with the recommendation of the preliminary soils report. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, 14. Postg radin activities shall include, but not be limited to, installing where applicable, groundcover, trees, SEQUENCES AND PROCEDURES, OBSERVATION VISITS TO THE SITE BY FIELD shrubs, ora combination thereof in accordance with the Temecula Municipal Code prior to the approval of REPRESENTATIVES OF THE DESIGNER AND OR HIS ENGINEER SHALL NOT INCLUDE final inspection. Slopes over four (4) feet in vertical height shall have permanent irrigation systems with INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. backflow prevention devices per U.P.C. ANY SUPPORT SERVICES PERFORMED BY THE DESIGNER AND OR HIS ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINOUOS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS, THESE SUPPORT SERVICESOIL'S ENGINEER CERTIFICATE. PERFORMED BY THE DESIGNER AND OR HIS ENGINEER, WHETHER OF MATERIAL, AND WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ARE PE I _ A.; '•A REGISTERED CIVIL ENGINEER OF THE STATE OF - ,., ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS 6ALIFORNIY P INCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR PERFORMANCE MECHANIC HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. CONDITIONS PREVALU4T TU114 niis SITE MADE BY ME OR UNDER IN SO FAR AS THE ENCROACHMENT OF ADJACENT APPURTENANT STRUCTURES IS ,vtWAS MY DIRECTION ON Kms, -n X4.4 _, ONE COMPLETE COPY OF THE GEOTECHNICAL ENGINEERING I VESTIGATI N COMPILED FROM THIS STUDY, CONCERNED, THEIR LOCATIONS ARE APPROXIMATE AND FOR REVIEW ONLY. THEY ARE NOT SEEN AS CONSTRAINTS TO DEVELOPMENT OF THIS PROJECT EXCEPT FROM A WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE STAND POINT OF CONVENIENCE. THE FINAL DETERMINATION SHALL BE MADE BY THE CITY ENGINEER. PROJECT OWNER. Tuck r+oAninin_ 01 AKIC unvc accni acvimcn Av ur nR I imngrR my 8. UTILITY COMPANIES: �...�......,,., ...... ........,..... ... ....� ....-........_. --- ... _. -- ---- •-- -- - - - -- ELECTRIC: Southern California Edison GEOT yNICAL �FNGINEERING INVESTIGATION MENTIONED ABOVE. GAS: The Gas Company • h California Water District I WATER. Ranco � � ; SEINER: N/A S GNE TELEPHONE: Vernon California t Zf19EXPIRATION DATE CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO EXCAVATION 0R R.C.E No. CONSTRUCTION AT 1 (800) 422--4133 FOR IDENTIFICATION OF UNDERGROUND FACILITIES. CONTRACTOR TO VERIFY THE ACTUAL HORIZONTAL AND VERTICAL LOCATION DATE OF ALL UTILITIES SHOWN ON THIS PLANS, SUCH AS WATER, SEINER, ELECTRIC, TEL ETC. 9. SURVEY NOTES: ALL SURVEY INFORMATION SHOWN ON THIS PLANS IS OF RECORD BASIS OF TOPOGRAPHY WAS Topographic survey by Lamdadev.com 07/27/09 ERO�JQN T NQT QUANTIIIIIES AND REFLECTS THE CONDITIONS OF THE SITE THE DATE OF THE SURVEY NO ATEMPT WAS DONE TO RETRACE BOUNDARY, ALL SUCH INFORMATION IS OF RECORD. THIS IS NOT A BOUNDARY SURVEY. 20 INSTALL GRAVEL BAGS 3 HIGH PER DET. 20 1000 EA 10. SOIL ENGINEERING NOTE: ALL RECOMME�yq N ON THE SOIL REPORT PREPARED BY Ea th Strata Inc.-a„�_,.r 21 CONSTRUCT SILT FENCE PER DET. 21 520 LF REPORT N0. 0�6 OA DATE: 009 ARE MADE PART OF THESE PLANS / 11 CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE SOIL'S REPORT. 11. EARTHWORK QUANTITIES: 22 STABILIZED ENTRY PER SECTION DET. 22 1 EA CUT 900 CY FILL 900 CY IMPORT 0 CY 23 HYDROSEEDING/ HYDROMULCH 2500 SF EXPORT 0 CY OVEREXCAVATION 600 CY AREA OF DEVELOPMENT 0.80 ACRES 24 INSTALL CATCH BASING FILTER PER DETAIL 6 EA NOTE: EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND DO NOT INCLUDE SHRINKAGE OR F'A LOT 32 TIVI 9833- 1 2 - --------------- - - -- -----------i N10 0,. se arat permit 115 7FF% . �'. �•" •� •-.,.: / 0 ` •': ` 11 •401 AD �r A •i (, a • k• 6 P of House V ._._-.•.••••^'fir ".• t•• . •a•.• '' <� .�� ! /2 bath F 53.0 NO Goingfacili ' :v r P s V,._ • a. `�O � 1 • r • , , 14 .21 �r + ` 0�'`�' �� / /1,� Nom; r•: Q� � tier e • • � �-• �� oN A Ise op ► �� 10 00 0 Ash/ - � . 40 Ar 12' 1 , It 14 4 / • .._...•-'ter �r� " a. .. t •��•A• ,y �e. �. �..` � •� 2A. r, •Y'•`.'��..•��• F" .O '�' • w• +..--'^'T`�d�.• _ +'--.....,tea CJ • a . a ` 46 •• �•y• •+• _• F .w•,M••I•N'1•M-. �•A ..• .:r�•• 1 + 53:( _ - .rJ'�••4 •� •_ VV r•. I 52 I•a y ! •y �. ,iTA rl rig i:4 n CA,` rt_ ' �- " . ` + Jr'a`: " +'. •�i ` r�'s s�. +-? x. SUBSIDENCE. THEY ARE ESSENTIALLY FOR PERMIT PURPOSES ONLY AND Nor INTENDED FOR BIDDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN THE EXACT QUANTITIES FOR ALL CONTRACTUAL ARRANGEMENTS AND THE 6-6,10x10 WIRE MESH BASIS FOR PAYMENT. NOTE: AT CENTER OF CONCRETE IF ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS ARE FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY SEE ARCHITECT'S HARDSCAPE PLAN THE ENGINEER TO CONSULT AND RESOLVE, IT IS THE CONTRACTOR'S RESPONSIBILITY FOR SLAB COVER IF APPLICABLE TO NOTIFY ENGINEER CONSTRUCTION NOTES QU ANTITIES 3 "PCC FOR SIDEWALKS -�:�^.;:..:.��.. 4 PCC FOR DRIVE AREAS �000 0 0 0 0 3" SAND OR BASE MATERIAL 1 CONSTRUCT PCC SLAB PER DET. 1 15577 SF _ - - - = COMPACTED INSTALL PLASTIC AREA DRAIN 12 EA 4 0 � � � NATURAL GROUNG O PER DETAIL 2 SHOWN 10 -MIL POLYETHYLENE VAPOR O%-) INSTALL CONCRETE CATCH BASIN 6 EA BARRIER, T & B OF SAND. PER DETAIL 3 SHOWN OINSTALL (1) 6" PVC STORM DRAIN 375 LF PCC SLAB DETAIL 1 S=2%MIN N.T.S. 4b INSTALL (1) 12" PVC STORM DRAIN 187 LF S=1%MIN O4c INSTALL (1) 18" PVC STORM DRAIN 25 LF S=1%MIN 3-0�� SQ_ FOUNDARY OCONSTRUCT 3' PCC "V" GUTTER PER DET. 5 115 LF N0. A2012 NON -TRAFFIC TOP OF GRATE PER PLAN 5 GRATE &FRAME (1619X16's) CONSTRUCT 40# RIP RAP OR EQUAL FINISHED SURFACE O 9X6 MIN. PAD, PER DET. 6our 0 crf, 2 CY CONSTRUCT CMU RETAINING WALL °°F?po 0 0 0 � � �' 0 4r �0��IT �I O 2200 SF I PER DETAILS SHOWN SHEET 5, UNDER SEPARATE PERMIT I .�-�� i i.n ��01 no � .�{�_I�,�I I,T, '. '%• ,_ III 16 CONSTRUCT CONCRETE SLAB PER TENNIS COURT DESIGN 7000 SF #3 @6° OC BOTH WAY BY OTHERS, SEPARATE PERMIT TYP, 3' CLR. ` 8 INVERT PER PLAN � ' O9 CONSTRUCT CONCRETEDRIVEWAY APPROACH 160 SF PIPE UPTREAM IF OCCURS---,---,... r• PER CIN STD 207, OBTAIN ENCROACHMENT PERMIT SLOPE AND DIRECTION OUTLET PIPE PER PLAN �4 . ! DIG ERT.� ---------- 6- SLOPE AND DIRECTION DIAL TWO WORKING gross=net acreage= 2.34 acres 6 OUTLET PIPE PER PLAN BEFORE DAYS BEFORE _PCC CATCH BASIN DEO"10"AIL O YOU DIG YOU DIG Disturbed acreage -0.80 acres CALL TOLL FREE 1-800-227-2600 NTS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION RECORD DATE BY REVISIONS ACC'D IDATE BENCH MARK q C.ALF. Contractor Inspector Date Completed See project information above Horizontal 1 "=20' Vertical X 00 r • /`� .. LJ • 121:0 ow i „~�.� • :. + ,' • ..- .. Zc S.•„ate^' ' � � �� s • '� •` .1 • I STA o+00 CL Into Pescado Dr at Jedadiah Smith Rd C.L. DRAIN PLASTIC 12"SQR GRATE AS APROVED BY BLD. OFFICIAL i{ itt TOG PER PLAN FG 7 0 6 "PVC SCH 40 PER PLAN �J ------NDS SPEED D BASIN DOUBLE OR SINGLE OUTLET PER PLAN YARD DRAIN DE7AIL 2 N.T.S. EXIST. OR 1 ENGINEERED GRADE 8- 8 SEAL: ECT A. LARA t� 049312 * E 0 -30-10 I F.L. PER PLAN �•�-��.k_` �_,........................................... ��„�r,� _..,truer ~� LEVEL :-.- ::::::.. ... . ... 6 A ... .:::- 4 . ....4• .:.:. 6--6 1 oX 1 o W.W.MESH C CENTER 3" AB OVER COMPACTED N.T.S. NATURAL GROUND RCC DOWN DRAIN DETAIL 5 Designed By i ' Hector R.C.E. No. . Drawn By SEE GRADING DETAIL SHT.2 i LOT 30 TM 9833-2 IV �' of K EY MAP V ti.x •1 J`40 \ pfts m \3,'0 , PROJECT INFORMATION TM 9833 'DING DETAfL- >./ 001/ moi' 6./60 � �P� /. i i, 0000 Z/x Z XXX it Estimated cq{Sacity of existing culverts =76.96 cfs Calculate�.o ributary flow= 65.48cfs EX.GRAD RIP -RAP ---`_ (DO NOT FILL WITH SLURRY) PLASTIC FABRIC - CLASS 2 BASE-----W-- Checked ASE--� Checked By Plan Prepared Under Supervision Of 10 Date 12/27/2009 La. •E• C 049312 9/30/2010 Expires elev=l 140.89 BIVI cl int SECTION RIP -RAP DETAIL O N.T.S. REVIWED BY: JOHN POURKAZEMI RECOMMENDED BY: DATE: ACCEPTED BY: DATE: ! DANIEL A. YO K, CITY ENGINEER R.C.E. No 43212 Expires: 03---31-2010 24"MIN "MIN OWNER AND DEVELOPER: CIVIL ENGINEER: Mr. Jack Druet LAMDA ENGINEERING AND DEVELOPMENT TPMC Services, LLC 33173 Temecula Parkway A--505 Att: Mr. Brinks Graval TEMECULA, CA 92592 45525 Caminito Avila (951) 676--7688; FAX (951) 676-5150 TEMECULA, CA 92592 FINISH FLOOR (951) 326--6473 EXISTING GRADE (SURVEYED) SOILS ENGINEER BENCH MARK: Earth Strata USCGS BRASS DISK @ THE top bridge 26047 Jefferson Ave. Suite "C" railling 13' S.E. of the N.W. end of Murrieta, Ca. 92562 concrete bridge on Pala Road 800 +/- (951) 461--4028 southerly of the intersection of Hwy. 79 0/S F.B. 69/2 Elevation= 1011.70 TBM TBM= cl int of Pescado & Jedediah Smit TC elevation 1140.89 APN: 945-030-009 LEGAL DESCRIPTION: Lot 31 of Tract # 9833-2 MB 101/89 SHEET INDEX SHEET 1 TITLE SHEET/ NOTES SHEET 2 PRECISE GRADING PLAN SHEET 3 PRECISE GRADING PLAN SHEET 4 EROSION &SEDIMENT CONTROL PLAN LEGEND R/W RIGHT OF WAY A.C. ASPHALT CONCRETE BW BACK OF WALK CL CENTERLINE EG EXISTING GRADE F.F. FINISH FLOOR (XX.XX) EXISTING GRADE (SURVEYED) ELEV PROPOSED GRADE FL - FLOW LINE FND FOUND .. FS FINISH SURFACE (OR GRADE) LS LICENSED SURVEYOR 0/S OFFSET TBM TEMPORARY BENCHMARK TC TOP OF CURB WM WATER METER WV WATER VALVE SL STREET LIGHT FH FIRE HYDRANT PP POWER POLE HP HIGH POINT R RIDGE TOG TOP OF GRATE SHRUBS 12-24" DIAMETER TREE O SEWER MANHOLE DAY LIGHT, LIMITS OF GRADING, V- Z., EXIST CMU WALL GRAVEL BAGS FOR EROSION CONTRO PLANS PREPARED BY LAMDA ENGINEERING & DEVELOPMENT I I - 10 1 33175 Temecula Parkway, Suite A-505 (951) 676-7688 TEMECULA, CA 92592 FAX (951) 676-5150 E-mail: lamdadev@yahoo-com CITY OF TEMECULA APN: 945-030--009 LD 09-042 GR --- -1 ----- Drawing No. DEPARTMENT OF PUBLIC WORKS PRESICE GRADING PLAN TENNIS COURT, SWIMING POOL AND ADDITION DRUET RESIDENCE Lot 31 TR 9833-2 31280 Pescado Drive, Temecula CA. 92592 0709C614 Sheet 1 of�4 24" I... -I Part # GISB-24-24-24 TOP VIEW FLOW SCHEMATIC 'I'UM 1JUUM SKIMMER Flow Specifications Description Percent Total Square Flo w of filter Open Square Inches Rate A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION Inches of Total (Cubic opening Va,od on SG'>Ml'i per Unit Unobstructed Feet per Dihmst°n" openings Second Skimmer protected 10070 162.3 162.3 6.7 cfs By -Pass Coarse Screen 122 ,314'* x 1-314" END VIEW stainless steel 62X 143.5 89.0 4.3cfs flattened expanded CONCRETE STRUCTUR Medlum Screen 1 ox 1 o mesh 5691 143.5 80.4 4.3cfs stalnless steel Fine screen 14 x 18 mesh 680 156.1 106.1 6.3cfs stainless steel THROAT FLOW RATE TREATED FLOW RATE Total: 4.4 cfs Total: 14.9cfs FLOW RATES BASED ON UNOBSTRUCTED OPENINGS G RAT THROAT TURBULENCE DEFLECTOR SKIMMER PROTECTED BYPASS COARSE SCREEN MEDIUM SCREEN FINE SCREEN SIDE VIEW BOX MANUFACTURED FROM REMOVE GRATE MARINE GRADE FIBERGLASS &GEL INSERT GISB COATED FOR UV PROTECTION REINSTALL GRATE 5 YEAR MANUFACTURERS WARRANTY EXCLUSIVE CALIFORNIA DISTRIBUTOR: PATENTED BIO CLFIAN ENVIRONMENTAL SERVICE P.O. SOX 869, 0CEA1V,91DE, CA. 92048 TEL. 760-433-7@40 FAX:7@0-433-3176 ALL FILTER SCREENS ARE STAINLESS STE Email: irstoOPbloolaanenvironmosatal.raet SIZ.TNTRFJE TECHNO2.OGIES► "1O�"'` 798 CLEARLAKE RD. SUITE #,2 SUNIR££ Ql4WlY PRiDDUC15 ARE BUILT FOR EASY C[fW/NC AND ARE COCOA FL. 3292a DESIGNED TO BE PERAOW£N7 /Ni7L1S1RUClURE AND SHOULD TEL. 321-0937-7662 FAX 321 -837-7604 [AST FOR DEGDES. CRATE INLET SKIMMER BOX C3I38-24-e34-24 M4TM DATE:00/00/00 SCALE:SF 15 "rim DRAFTER: N.R. .VNIT3 "TM 24 CATCH BASIN FILTER DETAIL NOT TO SCALE 0N11N.. U N I'f.E,, .I4,,.J.f 0 .�N1E. Pr DRPA_ .T. IE, `I" L,A N O D HIVE to0 PINI. 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C+�krtt '41111.1 tie �.rovi 'eJ to 1lu�.!(�ji.� �7tkskr tt� tl cluziti�,i.}f' ilt.li't.'.1.11�'f'l- .ttz;lf l� rtf.11ly ktiltll t.c► ("it t;i�l �tt�tv t(yltt?r �t,t! tt�ct(3Y t? 111t rile CtA34114,0 's ilulily. cf)).14pntlt can be. sl(iwt#.loade f� � �r:. �r* r ?r � :�: • : t 1� rttr N 4 i t3 ar*�;r :s1' rc�tt r trr� � .1b : �MOVP tavOw:e Can 'be. (10wial<x0cil sit tit �� ��. s: �� ��`#.� �`..�:t;:�� ����,',•E;+: �..[ �f7:�#t.t )�� � i.t'�t.l.�t�l.� . = . � s i kt. �f ## f`{ • ��6;. tail �+k �11nef1j: i«i?t1:# tit #:Iiaf�tfj- # lea! :�i +I:�G �+.cl ;�# + ft 1'+ i. '+ itrl1� t.11#`i`kt� lkt��#F: i �e 's,w ) 31tu#) ifia# i#ii i#:3]t llt'S3:t3.-oo vV-11b n. iewm 0 itAy� l��i�� t,v� <rrx'� r(ANt �A-stell flail. 1,11e. (leve (.'��.r. Coll t<wtcar` �E1�111: i:i)atl(iw iwal[Ikle wqujpf tnl tad, w4kcri fig ellie(]pncy W"'O to tv text thiv Site, ti.t#.Wt r r><. :ti,; t txiti: t i� isln #:lf t l :tiyir ftp: i#k 1�l>~�rt r ; �8>s,'tiviti#.°S, t'1. rxti lttill 1 jilt :tit;�ct tt:x; l ib3 Ifi.: Wilt 1t. Witudfi-itcly g tided. sir di--umb. �. A of 4rwicyn wid sed-itrtoit controls shall o 1trj0nnented In 4e dua It v 1'}c :li c:l sjr fl. 1111 .00-mli-ed a rens of 'Al) it xt,ote site, M•�cr li�x� li, -'W lickk (i:' f� of ilii �i��tla,$� ��t�tft-0il, it7t&tc.. 61 All'erosivu k t l s,icc>zit C:c?fitid . l ill be re-(im4 ill iretj o11KAlificil ye-ar•s')OIl # f9xr i�f;lx�?uf 1110 tc 1} ot? O4f: 1 � ###: t 1' � t%; }fit. � ` tfi ?3i 'x r1t'[ 2 it '#tL4 :�� l' ' iv ��t'�<��,: +13G�t� �111 I'�ivat�! i��j }�1��1F�: ��+:tib#X vti��t�#' eonveyPrulve systv"Ills, It 15111y t:tt:':su-'a sy s cllf, ,jt c:.+lbfr(&S' 11 -Ail clx#, E; my rain ewellt, twW- elfwiw'l olles, will be '#1j.trial ®ill• E l cl . bot -ie. I (it. litttit: '(1 W. � 1 iFt� .1itd.em't��til�lt xt. v+��j�stt�ii��� �`c���x, NVO(4 i:iku:l�:h, sf lWd of r tr { t l.: .1"� t.a �i #r r * c arp #t- F. c;t:lt }r , r c}c.ti t'k ( r1itt.�rftr,�tt til-tt1 0, �c.�l � �� .l�.tt� �it��i�, � �,�3��-iia. 1 i f f f, ). r +.r }1. t 4 1. cliai r cl � ,tl tic *t u�r > tl + xcl l }� t Ar 'it l:t t� yc�r. Jvte n�t'(41 :.xll (., t%4' us 'St;„ztl•--Mule, k rfr3101 01110.41. For f1:�1_-w sVrtaiia th"a it. i., 1)gra>.wWw C'iber ,rc�ll.� a�fil ie -A er- a� xIlled Fkier txratr' x l�rvollic:i y of � -.f <l , 16 �� .r ... �} thla. t�, t- aat�hi.lr 4,.#i til�t:,r ;rizatri�t .zt�ctu,.t. ai.. ,1ie1 to t t. -M! of P) 01y qp roye differult tipplicn.ticn rima for slopc•s less thiul 4, 1. 4. �4i11001t 1kXA.1W_,'4-s krill #r ltac ol- lout ;it s tr.:ft. litj:ut cl. tty, -;I( <1 hen'. ft a r01s, tilt rc'ltc'�'t. f.Ek7� cl c:vfi z : (11.1ted, with 1AD-imul.:4 t, " •it'ftv:e.l. i )4l:t'A"k. tlatsza, � llilu,. w in_lk-4 c�tec:tas�n, C':(o.11'bi:r rolls, �Judl bo 61i 1("I!Ii cl L •f J lrt: l :.fi�3�t 1.:2 ". itti>t �tt� t € .�:Ft tt: <li. �ll�stt ; � a tl lr f tl ch 1 1 .lift. t Wj �l:��r.l.l lisf:Aled ale„a3 i,�tc lc r t.rc i a tel ; to ila3 i1 i ii:lt s:r��t lit c, ,. tlt- l' fr . t; c'�i7Tt to itlsWik' the �Et3��� t1� ri:�I L-of%Va�z or 1wrx•Fk. of ctit-b-5,. -... c• ,�i�lx�ll.��au,.� �ut�r, �u��llc�sw }u1 olfsit�i il0Av� fYrti- ditch�, �,��tv113�s c ;� :ya#roe, ystvil's<hcxk w' vIn"yr•oilS, silt t : c3 f a.ti t1.jsl05 $ha f W. rMV Of Se-dfl- relltY COIMrX6041. $tt'rtacl, ##tt��., iii► �:tl.ti��:#:�tif,rt. ali,.l ilt.t'ttctl':Ff iYttitt�i #UXtI: ilttr+t s`{rl�t�la 1ty��.1` .cr:uttt itis 7 1:4�t t #.: 1.<' �t tik e3ie.:iaL cc tc,.{f�,s f .�}aivc^ ft li E i , -'fit f DIG AL ERT DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG CALL TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION RECORD DATE BY REVISIONS 122 END VIEW 4 • A• + ,s _ CONCRETE STRUCTUR SIDE VIEW BOX MANUFACTURED FROM REMOVE GRATE MARINE GRADE FIBERGLASS &GEL INSERT GISB COATED FOR UV PROTECTION REINSTALL GRATE 5 YEAR MANUFACTURERS WARRANTY EXCLUSIVE CALIFORNIA DISTRIBUTOR: PATENTED BIO CLFIAN ENVIRONMENTAL SERVICE P.O. SOX 869, 0CEA1V,91DE, CA. 92048 TEL. 760-433-7@40 FAX:7@0-433-3176 ALL FILTER SCREENS ARE STAINLESS STE Email: irstoOPbloolaanenvironmosatal.raet SIZ.TNTRFJE TECHNO2.OGIES► "1O�"'` 798 CLEARLAKE RD. SUITE #,2 SUNIR££ Ql4WlY PRiDDUC15 ARE BUILT FOR EASY C[fW/NC AND ARE COCOA FL. 3292a DESIGNED TO BE PERAOW£N7 /Ni7L1S1RUClURE AND SHOULD TEL. 321-0937-7662 FAX 321 -837-7604 [AST FOR DEGDES. CRATE INLET SKIMMER BOX C3I38-24-e34-24 M4TM DATE:00/00/00 SCALE:SF 15 "rim DRAFTER: N.R. .VNIT3 "TM 24 CATCH BASIN FILTER DETAIL NOT TO SCALE 0N11N.. U N I'f.E,, .I4,,.J.f 0 .�N1E. Pr DRPA_ .T. IE, `I" L,A N O D HIVE to0 PINI. Err D I I• IO iJI ►7.i.J i�R l> 1ttc: Yt►cn'-'' .11.1pnhellsi'v anij. sl}<;:)ld bel led :cord1j)-g to pc:►ltufto "Vtntio,#. known lu .H .4 (M.:tPI's), 111.us't> he itwl;'Aletl 1 ikir to �any 1W41(I. i Lkttw' Ad(tlf.Iviwi p Ivellf'i .f3 11113(}ti.t ej..d Im#k#1's:#.1s ow. t: be c110. ugl.Il.##uXI.If: e(I prkw ho w -'lit throughclut-ttwh r.4 y sc.=1 n.} `l he: for is<r,:-'Polsible for krostmtwd- sclittlent.cc: otrob thro.ughoul the durall-con. (1 he�?rr��ect fo ilf c:l;.}�uift�,.cllsltin.�, �tr�l.ir�s�, s��c: ��#it1r�� a�ftrl. �1��°k�ili,�� t .riviti�� * ut A wxpos-l"tl 'Jopo .(l 1,t4 •tl t tct fholo3hout tile. ntlr :fii.t : "the, iievel :t : also c jx'�4) ibla for ally d.iwil'ilty-s Stow ewer: ,:#.z.notl• be,vriier to t:li%JA-'3r)g. 41.ml cm to !Alae (I Public, SV1AM A.'-1$er, ►sl ttr #:1i%if 3 �1►'>tt #t . r r. -�, 0reet*. llciw-bfte.i. inlet -5, <.m lc::r:s, etc.)Al.l: tiongxtii iti d til:SlWA ct �,r lt:tlfiti l .�t:f-'fCti,l.ti1tt�i�tl3.k>r�3ty#` IiiilL' 3,Rhe. ot_. cli: :fa, Xl tlge of tock -le dile 0) a:i: (4 -wore:+ 4'wil, the site t lu�f l��* �:>�'��:� -+tact r the Sue Cv,ue It ('t)�} uuc:#.Ti� . l*}�t. tit, t r�:r E l �c�1 rr .l+iraZ. a ic.:ti i,� r'13t.) C+�krtt '41111.1 tie �.rovi 'eJ to 1lu�.!(�ji.� �7tkskr tt� tl cluziti�,i.}f' ilt.li't.'.1.11�'f'l- .ttz;lf l� rtf.11ly ktiltll t.c► ("it t;i�l �tt�tv t(yltt?r �t,t! tt�ct(3Y t? 111t rile CtA34114,0 's ilulily. cf)).14pntlt can be. sl(iwt#.loade f� � �r:. �r* r ?r � :�: • : t 1� rttr N 4 i t3 ar*�;r :s1' rc�tt r trr� � .1b : �MOVP tavOw:e Can 'be. (10wial<x0cil sit tit �� ��. s: �� ��`#.� �`..�:t;:�� ����,',•E;+: �..[ �f7:�#t.t )�� � i.t'�t.l.�t�l.� . = . � s i kt. �f ## f`{ • ��6;. tail �+k �11nef1j: i«i?t1:# tit #:Iiaf�tfj- # lea! :�i +I:�G �+.cl ;�# + ft 1'+ i. '+ itrl1� t.11#`i`kt� lkt��#F: i �e 's,w ) 31tu#) ifia# i#ii i#:3]t llt'S3:t3.-oo vV-11b n. iewm 0 itAy� l��i�� t,v� <rrx'� r(ANt �A-stell flail. 1,11e. (leve (.'��.r. Coll t<wtcar` �E1�111: i:i)atl(iw iwal[Ikle wqujpf tnl tad, w4kcri fig ellie(]pncy W"'O to tv text thiv Site, ti.t#.Wt r r><. :ti,; t txiti: t i� isln #:lf t l :tiyir ftp: i#k 1�l>~�rt r ; �8>s,'tiviti#.°S, t'1. rxti lttill 1 jilt :tit;�ct tt:x; l ib3 Ifi.: Wilt 1t. Witudfi-itcly g tided. sir di--umb. �. A of 4rwicyn wid sed-itrtoit controls shall o 1trj0nnented In 4e dua It v 1'}c :li c:l sjr fl. 1111 .00-mli-ed a rens of 'Al) it xt,ote site, M•�cr li�x� li, -'W lickk (i:' f� of ilii �i��tla,$� ��t�tft-0il, it7t&tc.. 61 All'erosivu k t l s,icc>zit C:c?fitid . l ill be re-(im4 ill iretj o11KAlificil ye-ar•s')OIl # f9xr i�f;lx�?uf 1110 tc 1} ot? O4f: 1 � ###: t 1' � t%; }fit. � ` tfi ?3i 'x r1t'[ 2 it '#tL4 :�� l' ' iv ��t'�<��,: +13G�t� �111 I'�ivat�! i��j }�1��1F�: ��+:tib#X vti��t�#' eonveyPrulve systv"Ills, It 15111y t:tt:':su-'a sy s cllf, ,jt c:.+lbfr(&S' 11 -Ail clx#, E; my rain ewellt, twW- elfwiw'l olles, will be '#1j.trial ®ill• E l cl . bot -ie. I (it. litttit: '(1 W. � 1 iFt� .1itd.em't��til�lt xt. v+��j�stt�ii��� �`c���x, NVO(4 i:iku:l�:h, sf lWd of r tr { t l.: .1"� t.a �i #r r * c arp #t- F. c;t:lt }r , r c}c.ti t'k ( r1itt.�rftr,�tt til-tt1 0, �c.�l � �� .l�.tt� �it��i�, � �,�3��-iia. 1 i f f f, ). r +.r }1. t 4 1. cliai r cl � ,tl tic *t u�r > tl + xcl l }� t Ar 'it l:t t� yc�r. Jvte n�t'(41 :.xll (., t%4' us 'St;„ztl•--Mule, k rfr3101 01110.41. For f1:�1_-w sVrtaiia th"a it. i., 1)gra>.wWw C'iber ,rc�ll.� a�fil ie -A er- a� xIlled Fkier txratr' x l�rvollic:i y of � -.f <l , 16 �� .r ... �} thla. t�, t- aat�hi.lr 4,.#i til�t:,r ;rizatri�t .zt�ctu,.t. ai.. ,1ie1 to t t. -M! of P) 01y qp roye differult tipplicn.ticn rima for slopc•s less thiul 4, 1. 4. �4i11001t 1kXA.1W_,'4-s krill #r ltac ol- lout ;it s tr.:ft. litj:ut cl. tty, -;I( <1 hen'. ft a r01s, tilt rc'ltc'�'t. f.Ek7� cl c:vfi z : (11.1ted, with 1AD-imul.:4 t, " •it'ftv:e.l. i )4l:t'A"k. tlatsza, � llilu,. w in_lk-4 c�tec:tas�n, C':(o.11'bi:r rolls, �Judl bo 61i 1("I!Ii cl L •f J lrt: l :.fi�3�t 1.:2 ". itti>t �tt� t € .�:Ft tt: <li. �ll�stt ; � a tl lr f tl ch 1 1 .lift. t Wj �l:��r.l.l lisf:Aled ale„a3 i,�tc lc r t.rc i a tel ; to ila3 i1 i ii:lt s:r��t lit c, ,. tlt- l' fr . t; c'�i7Tt to itlsWik' the �Et3��� t1� ri:�I L-of%Va�z or 1wrx•Fk. of ctit-b-5,. -... c• ,�i�lx�ll.��au,.� �ut�r, �u��llc�sw }u1 olfsit�i il0Av� fYrti- ditch�, �,��tv113�s c ;� :ya#roe, ystvil's<hcxk w' vIn"yr•oilS, silt t : c3 f a.ti t1.jsl05 $ha f W. rMV Of Se-dfl- relltY COIMrX6041. $tt'rtacl, ##tt��., iii► �:tl.ti��:#:�tif,rt. ali,.l ilt.t'ttctl':Ff iYttitt�i #UXtI: ilttr+t s`{rl�t�la 1ty��.1` .cr:uttt itis 7 1:4�t t #.: 1.<' �t tik e3ie.:iaL cc tc,.{f�,s f .�}aivc^ ft li E i , -'fit f DIG AL ERT DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG CALL TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION RECORD DATE BY REVISIONS Contractor Inspector Date Completed SEC" 4to 0 @ 10' a. C. i 2 BAGS SIDE 8Y SIDE 3' AX W/ 4"0 P.V.C. PIPE SECTION 2'--- 6' 2' �•--�- 4"0 ® 10' 0. C. 10' O.C. NP. �c �c PROVIDE AN EXTRA ROW OF GRAVELBAGS FOR EVERY ROW OF GRAVELBAGS, 3 GRAVELBAGS HIGH 20 GRAVEL BAG DETAIL NOT TO SCALE SECTION 21D SILT FENCE DETAIL NOT TO SCALE CRUSHED AGGREGATE GREATER THAN 75MM (3") BUT SMALLER THAN 150 MM (6") 3.60m -100110. MIN.) FILTER FABRIC EXIST. GRADE \ O 12,• 22 STABILIZED ENTRY PER EROSION CONTROL PLAN NOT TO SCALE EROSION CONTROL NOTES aINSTALL GRAVEL BAGS 3 HIGH PER DET. 20 D21 CONSTRUCT SILT FENCE PER DET. 21 22 STABILIZED ENTRY PER SECTION DET. 22 23 HYDROSEEDING/ HYDROMULCH e24 INSTALL CATCH BASING FILTER PER DETAIL waste, wul mLwelhuwt u. (febli' .41,111 bt. )(1 �,4'titt:�itlly t: bi,r�, Wir�f ri��.�+1k i-�4� :� icl�� ti}rill tt*� lr" f 1.Ik 1. . Zil-1oweKL ztsll-cjf,t :'skitioml'1i.7111 lac;) 3rovklex .1<�'r +~.<ylwre e' vnlitrt . 114,u :co ts,xil otber liquid c ;m;tis Satz;#l.! 114 if#ivcl 1411111 flr' � apt Iu3.�:rt�+1 �czv.a .. t�i�tti tt'�:t� ���i13�y�a�l.k� ti� .t•�r�tr��� �� tit lfv4��litrc:�- �;t�,.`. �rlc�L� �� , f'�:�tc;�:���t�:cf ft:izt. ����. tircl �wtt li• � i t�hcift tli±'covluW wift : ltd c: