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HomeMy WebLinkAboutProject Plans 2 34, 22. ' � sue. o te.( !� ILI - -------------— P pie •Cj• -EXI STG. V-DITCH LA JOLLA DRIVE ��6 1 \ � • ((J0 � � - '52.50 `v � G�0 b) • • �jA 5 � .. • •• O pp 85 • ` �• - 7 Q D • • •• ��e :.- �'``� 53.7 ROPER LINE (NEW,�j 5. 3(p YY • • N Q�G� C,P� i a Q, -! �.S 40 PUBLIC I � UTILITIES! �• i• • C.5Q�QRZ\ Q %06 9� PNxoNO N - EASEMENT i � \�G ��'S -, r ��)stop• a. ��R� p5�0' \ Qv C 1669.50 PROPERTY LIVE (OLD) 157 40 50. 00 o2l O � c�- �P .� , � . p,2E�' ,,vv ;a r.` `•��,Nam' t • / / a o � e �- .�.N° n - - P V\ TOR ON ( ate): `� ❑ PLANt IIN 1 � ❑ s Modified,refer to'. Zgr2 I x` [] As Submitted TTEE date): fib,yg L� ON l ` l" L4 ` { O W ODIFICATIONS COM, As Modified, Ier to'. s Submitted PLANNING COMMISSION ON (date): ❑ PLANK ❑ AS A40dified,refer to: 1 ❑ As Submitted t Q' L7 CITY COUNCIL ON (date): ` refer to: /j ❑ As Submitted ❑ As Modified, Y t PROJECT CONTACTS/CONSULTANTS C% 14w j c Qom•- Q n r �_ G OWNER: Mr. Raymond Smith '`� T `C E 7 �n n I`ADE 'l� 206 La Jolla Drive Newport Beach,CA 92663 + SCALE 1 : Q' CIVIL ENGINEER: 1 DIVERSIFIED ENGINEERING �Cr yi f7. 23011 Moulton Pkwy. Ste. D-9 G . . . 1� 9 fr ss+l/ 647-5 A4717 Laguna Hills, CA 92653 i n 949/770-9930 {'�- _ - - - - - - - - -- - Sib &ewer' - SOILS ENGINEER _ Dale Hinkle,P.E. Inc. 1 • 4 NA• C. W07 er�� 15510 Rockfield Blvd. Ste. B Irvine, CA 92618 949/458-0498 ' THESE PLANS & SPECIFICATIONS CONTAIN INFORMATION I PROPRIETARY TO DIVERSIFIED ENGINEERING.THEESE PLANS OR THEIR CONTENTS MAY ONLY BE USED BY THE PARTY SLOPE REPAIR 1 DECK I FOR WHOM ORIGINALLY PREPARED AND FOR THE SPECIFIC A SITE AND PROJECT DESIGNED FOR. THE CONTENTS OF THESE (� c r i {� p DOCUMENTS MAY NOT BE REPRODUCED, OR DISCLOSED TO R.SMITH RESIDENCE WEPSf>,�CED ENONEER(NG, WC OTHERS WITHOUT T E WRITTEN CONSENT OF DIVERSIFIED ` M ENGINEERING, C ALL RIGHTS RESERVED 206 LA JOLLA DR. CIVIL * STRUCTURAL * FOUNDATIONS 1 " , NEWPORT BEACH, CA 92663 2 0I 1 MQUltoil R-W\'. Suite I�-9, PREPARED UNDER THE DIRECTION OF: 1 amna I fills, CA 92663 Tel: 949/70-9930 Fax: 949/770.4250_ —_-- - � -ZACKERY M. TOROSS, RCE#59701 SITE PLAN - PA-zo®t 0Z4 GRADING SPECIFICATIONS ESTIMATED GRADING QUANTITIES GENERAL CUT 28 CY 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL OVER EXCAVATION CY CODE(NBMC),THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING OR DUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED AT SITE DURING THE CONSTRUCTION. NATURAL FILL 67- CY , 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30PM MONDAY THROUGH FRIDAY, 8:OOAM TO 6:OOPM SATURDAYS,AND NO WORK ON SUNDAYS. IMPORT CY ' 5. NOiSE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. EXPORT CYO 6. THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOBSiTE AT ALL TIMES. 0 ;r 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING III J UTILITIES. 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO Z PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. i I - 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE ` CITY TRAFFIC ENGINEER AND PROCEDURES CONFORM WITH CHAPTER 15 OF THE NBMC. ; 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPES. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL ELEV.90.0 EXIST i DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE ! HOUSE ! CONSTRUCTION SiTE CLEAN UP DEPOSIT. 83.50 _ - 13.ALL PLASTIC DRAINAGE PIPE SHALL BE PVC OR ABS,CONFORMING TO ASTM 2751, 40'-0" ASTM D1527,ASTM D3034 OR ASTM D1785. Q 14.NO PAINT,PLASTER,CEMENT,SOIL,MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS,CURBS,GUTTERS,OR STORM DRAINS.ALL MATERIAL AND WASTE ELEV.80.0 SHALL BE REMOVED FROM M THE SITE,NBMC 17.32.020 w' 29.00 I kr � PROPOSED E.R. RETAINING _ °, ELEV.70.0 WALL i - =- TIER ! � GRADING FILLSMUTS ! _ 1. Graded slopes shalt be no steeper than 2 horizontal to 1 vertical. 2. FiLt slopes shall be compacted to no less than 90 percent relative conTmetfon out to the finished surface. 3. ALL fills shalt be c cted throughout to a minimum of 90 percent relative corpaction as determined AsTM n��\ test method 1557, and approved by the soils engineer. CoVa on tests shalt be performed approximately every ELEV.60.0 �\ ` -_ �� S �ppROv�D B i two feet in vertical height and of sufficient quantity to attest to the overall compaction effort applied to A the fill areas. -�.- i LA1`ItJ1NG DIRECTOR ON (dot dified,refer to: 4. Areas to receive fill shall be cleared of all vegetation and debris, scarified and approved by the sails U p Q p, 0 24�•�'`r engineer prior to placing of the fil(. SCARP Submitted TEE ON kdate)'�Z- ✓ -ram- EXIST. -DITCH 51.00 - f ❑ �S 5. Fills shall be keyed or benched into competent material. "L? [ "-` V.S0.0 S COMM '�- IFICATION d idler TIER 1 �D pis odifie , 6. All existing filts shall be approved by the soils engineer or removed before any additional fills are added: Submitted 7. Any existing irrigation tines and cisterns shalt be removed or crushed in place and backfilted and approved by ,�-' �' !, ( NIMI ION ON (date): the soi is engineer. ��,, y: PLANNING CO © pis Modified,refer to: 8. The engineering geologist and soils engineer shalt, after clearing and prior to the placement of fill in �� __ I canyonts, inspect each canyon for areas of adverse stability and determine the presence of, or possibility of I ❑ pS Submttt I uture accumulation of, subsurface water or spring flow. If needed, drains Witt be designed and constructed CI ON (date)As ga milted prior to the placement of fill in each respective canyon. ❑ CITY CO-UN AS Modified,refer to' 9. The exact location of the subdrains shall be surveyed in the field for tine and 8rada. SECTION A - A ❑ � 10. ALL trench backfilts shall be compacted throughout to a minimum of 9D percent relative compaction, and APPROYFA BY THE 501 LS,ENGINEER. The 8ui tdi ng Department may require coring of concrete flat Mork placed over untested SCALE. 1 . 1 O backfilts to facilitate testing. 11. The stockpiling of excess material shalt be approved by the city Grading Engineer. EROSION CONTROL 12. Landscaping of all slopes and pads shall be in accordance with Chapter 15 of the NaNC. 1. Temporary erosion control plans are required from October 15 to Kay 15. i 13. Alt cut slopes shalt be investigated both during and after grading by an engineering geologist to determine if 2. Erosion controt devices shalt be available on site between October 15 and stay 15. any stability problem exists. should excavation disclose any geological hazards or potential geological hazards, the engineering geologist shalt recommend and submit necessary treatment to the City Grading Engineer 3. Between October 15 and May 15, erosion control measures shalt be in place at the end of each working day whenever the for approval: five-day probabitity of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end 14. Where support or buttressing of cut and natural slopes is determined to be necessary by the engineering of the working day, whenever the daily rainfall probability exceeds SO percent. geologist and soils engineer, the soils engineer will obtain approval of design, Location and calculations from 4. Landscaping plans shall be submitted fore rovat. work completed alrtd a certificate of conformance received by the City Grading Engineer prior to construction. the City'Graing Engineer prior to closure of permit, unless waived by the City Grading Engineer. 15. The engineering geologist end soils engineer shalt inspect and test the construction of all buttress fills and attest to the stability of the slope and adjacent structures upon completion. S. Temporary desiltintg basins, when required, shalt be installed and maintained for the duration of the project_ 16. when cut pads are brought to near grade the engineering geologist shalt determine if the bedrock is extemively RFQI RED TwSPECTIW§ fractured or faulted and will readily transmit water. If considered necessary by the engineering geologist and - - - soils engineer, a compacted fill blanket will be placed. 1. A pre grading meeting shalt be scheduled 4B hours prior to start of grading with the following people present: owner, grading contractor, design civil engineer, soils engineer, geologist, City Grading Engineer or their ; 17. The engineering geologist shall perform periodic inspections during grading. representatives. Required field inspections will be outlined at the mcetirG. ? 18. Notification of Noncompliance: If, in the course of fulfilling their responsibility, the civil engineer, the 2. A pre-paving meeting shalt be scheduled 48 hours prior to start of the sub-grade preparation for the paving with soil$ engineer, the engineering geologist or the testing agency finds that the work is not being done in the following peopte presents owner, paving contractor, design civil Coiner, soils engineer, City Grading conformance with the approved grading plans, the discrepancies shall be reported immediately in writing to the Engineer or their representatives, ReVired field inspections will be outlined at the meeting. person in charge of the grading work and to the City Grading Engineer. Recommendations for corrective Measures, if necessary, shall be submitted to the City Grading Engineer for approval. DOCUKUTATION .....�y` -.�w..,Y,. .. .f.`i.. �?,_...: .h ..:ail }ir ::?o•:•. �t :.::..:.:..... .. :.. :.:.t.:.. n.....:.::x.::. >,r....r...t.... r .:Y:. �., ..t....�r'.:ff<::ff:.: >::}.:. :.. ...: .ems ..t . ..�:�.. : •r} vat �............ ,.,.,. ---. ... .... ..:...,. ::•.}Y: ,:{ .t..,:..:. . - ;::�. :��`�.:. . I - i i round surface ale ons .•. .:..:t..:... .�:\ •Y}.} .,.. ....:: .:•:••:.�" ....:... ....:r•..:•::• .. . - �::::. . ;•�,�, 1. An as built grading tan shalt be prepared by the- engineer including or g nel g ::.::... •.:. w. g .. :.::.... :.qY.:........... I .:.:...:. ...(� .��.s •.. ..ri:�:.... :.::.:.: . . .:.,...:.::::.::}.:::.:.:.�: {.:.: ... .v... . �`� <:':< `�:t <ff::;.. of urfaceandsub- ..3r.:.: ., ... .;,. ...c.:..{.�. .::::.. ..- PI"#'AL..:.: .....:..:..:.:..:..:•. - . rsded round surface elevations tot drains patterns end loaetiorms and elevations o l s :P{77, }}:.. .;:`:'- ;} as•g a ge patte i .. ..,...... ... :.tt: 'Y``.�>,..g.. r: •:::. . . '.::.. ::.......:•::::::::. . .. ...: :. .:::}�:.:;: .::...t;.:t.�� .:�:" -...}:.�-:::.:�:>:>.};... ': •<»:� };: the ... : . •'•••"' .�,,:.}-., .::..••--�•:••••�+:•:•:��•• ••:. •,. �"°"`"""-�'"".:..:.:.i .t. L:...^{:'�:.?{<c::::t::.t:.- rfece dratno a facntities. xe shall rovide written a royal that the work ayes dock in accordance with a,;t. �1f;4 .�'? ..tt t. ,, su g P PP I E.: .�. . ... .. - ..,.:.t.. . :::...:::::,,.::: .::... :_::._.: ?? .{ > >': «.:. ration. .... ��.. .•.;: < ..,< ..�}.�..:"�,.,. '1,r.::...-.- .s' `}:>%::{<.>... - i r v Ian and sta a t of o tttt a or fill Moved duct the ope •t!� o � • '�tb.,:..:. , t nal a o ed radi t he rm(:ober ends f nd/ ng . . :. .:.:..:..:: ....,. _:., .-:'.: ..}}.;:. .: ;.. .. �}�3; :}:.:.;'. tea:. :. ::-:;.::: :. * :.:;;:: }.. el Lion Of field dermal is ., ... .:,� ... .:?.� •:r�.r:...:-`, • Soils i report prepared theso'ts ;Weer, inctudi locations and elevation tY ..�•; ;. •'�,: 2. A so t grading re p by r crtg , n9 ............ r ry. .: PE, summaries of field and laboratory results and other substantiated data and coaaRnts on any changes ode dvr ng� .{ in .}• lls nee i invtsti ation rt. sha��- >:;}, ,t,�„.,:• �;}.. grading and then effect on the recamrnendations made in the so engineering r+9 g repo Y•<;.:::. .: ::.}�:..:�?. r::•`:::,.�f'�.,t•iw}:{::.. . ...... .::� . :;:?::. ? %•� ;•� }}�k'` v' v o the of he site the intended lt we and lotion of work "���'�'�'' •,}.:g. .. ... "�":.,',Y, S, •••`•••,. 'Y,:.;Y✓' .... .... t}.. . �.>.;}.;< •}::'�*� t.,4;�. provide written approval as t e edCgtJa t si for a CClmp . ..,,.:: .....:.....:...:.�..,..::..•.:t{.:::....::...•:..... . . ..: :..,{.. or with the ' specifications. ace dance job � A� ..................••:.:::::{�}r :::•:• ?�+-r-}r}::::. '•.k, •:�:'Yr2::•.. ..Sk.t.., :' ;.}:•.v::.}. .......... description. .. :f....:::.:..: ...:• ":.{:. } . . ... •. .{�:�.:•:.t}:} •{::�::;:. . . :: 3_ red the engineering geologist, Including a ogy�, ... ..... � .,� •.. .:}t::�::... .•� •:.:::}::::... ,, ri:E` � seologic grading report Pry • �� ;;;.-e•,tr,*� �;tf;' •:.�e:.:. itf A _ 9 t!Y n4 9 9 p .:..: ' ^-y-» .J •:.........:.....,,:.ay. - t2,`�.l.0 a•.. .it>., ;<i.; I .. .. ., :,....:..:.:. .. :::::4.�.�:: . ... .:}}::� :�- :�:. . }:.-r::---r;::}::Y -:<}..} . _ the effect of same an I . ...''z.�.•-- ,. $ x� - "� :'�»�i> of the site including an new Information disclosed during the grading CFyy1-�} ,•.v .t �y/.:}: �s,•��f♦ .,..� Y'i•::'..k�ffi .vf.i 4•q;r }ti �. t to the r' rots as •N'. ,E'k: Y'�<��}'a,„- r L L provide written �q�Y b•. 5�.:�;:: t .r� recommendations incorporated in the raved grading ems. He shalt rw approval I t t affected tors. to he a as a led geologic,� • `':<>;�''� of a site f in er+ded use f f l fa::s•:>. ►:.::.- :::s .»r..:•:rn. ��`'•? LS:b: •:,~!�:<-:.-- by 9 09 ,.}v: t ..:C}:..{:Y.•:..:r:: .;£n _A '.2}4 n{•.;. .yY. ,} 4 -..t•:,. ..;4.. Y.-Y.•{. :n;.in:�:' '' ::i Fi? //i� _-:O:ty}}.t. vY ..1^.. t::Lf:. ... .........,........ , 'v..,., .- ):4:::..^' �, A:.vt•}..::.:.. - 'NS ..}•..: :Y _..,•/{r .,.Y. ..r'•; .,,t • yr:;}: •. �.�. � .}{.v:: •v� •<v v:::•}•:•v:�v:}::::: , .;..... .....r•::ii i=w:::rnv:•:nw:in:r:F:.'-• �t h ��q•><./�; ,.. . f.. ::: .r.:n.:{.:. ?: �`;.K}:;; }. . �.: E REPAIR DECK :.::.,. .......::._. ::::.�. :`'.. -;}. :,::::::, :<Y . :.: t}<»::.: .. COMPLIANCE WITH GOVERNMENT CODE \ •;!r ,G•t' r�: ,,��YY t �.': ..;¢,?. �t �fi.-Q.: v< ?;t: ��vvY, }$::::. :::.•:::�:::::. \ti\ ... `: �,R may:: +•� ., :.-� `?: :%:>Y'•.:'.: �.-:fC:=-=�:...,, }.• ..4•}}'•;. . v} S-.... ..A f:•:.•: r..C.•^r\:}{;-'r. 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(l l..::.•.:.:-:..,..::.}::..�:...\�..}t;::.:t:::.::�:::::::`•::;4;:h•-::: -} •i: :.;;:. .::;y...:..... ...:.. _. ...,....,.. .n: r.r{S .. :.r;,."Y4:;r5 :.:::::.:..:.... .....,...:.:.... r . :... ..:. ..... .�....:.. . . r. .: { 800/227-2600 ...........r......:::::...,;�...::::::.t... ......:::::.:::..rr '` :.- .....H .:::,r- -.. �,�.::N;f�: i el• )�1)t 77(1-))�(1 I_ii�. )�1)1770.•1_5(1 i .......... . :?1"•4•i'r,:,: ::::.�'•:::•:•-i,�,.::: '• `•:�:•t. '.,�•Y�.!.,c�,:•:...:Y.•.ter,• :•'::: ....,w.::,.. . GRADING PLAN & SECTION ::..:�: "''a'•::}:•:c;{;ore: / 2 DA _- 1