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HomeMy WebLinkAboutProject Plans 1 ' i • H • �; ) D 34. 22 �4- 0 oe , 0o e r�� 01 •FXISTG. V-DITCH A 0 ' LA JOLLA DRIVE ti y rAd�Jv-11 . - '�52.50 `V ZLv51=• �OA � O / 5 4 - •5 � ♦ / • • �••• ��e�; v' ,. •53.77 ROPERTY LINE (NEWS.5S D4& 3 SO iI w 414 • co ��".L���J t 2S. �� .PUBLIC ,�• G ' ,� R3 -UTILITIES. •• !•• �QQ` Q� fig, f" GO �� �N�� -� N EASEMENT' 0111 �pQO Sow 4.. 69.50• PROPERTY LINE (OLD) �lb 210<61 Q.' � AS AP.PR.O ED BY: � vs� P �•NO pr �r�+iz; a �rl; C rOR ON, . _Odified, refer to: t __ ___ + , �/ `, _ / .. _ .. _ _ _ Vi'�� / 4;d 1•:'F�'L"�f S'. 7MPI!f V �i._._..,., =11� (date): �I J El A, Se.brnztted r,',fer Lo.�j'a D t� �e t•;is COMI'Ji: SION ON ! ,..•,)� [, oWT0 As `' ' fitted 4� ❑ As P�:i;St�s:-cd, res,;r to: %m— ❑ CITY COUNCIL ON (date): v V C7 AS Submitted � D,iniis r zed, rc.r t p V f Q• • t - � �a. BEY 1��©1� Icy D�0.7"� Ab>Ii 3 f PROJECT CONTACTS/CONSULTANTS OWNER: Mr.Raymond Smith TREE &4RRICADE D �' 206 La Jolla Drive Newport Beach,CA 92663 SCALE 1 : 1 01 . CIVIL ENGINEER DIVERSIFIED ENGINEERING fC r y� f723011 Moulton Pkwy. Ste. D-9 ` • - • . . . 9 PS- 64P.5 /�al;? Laguna Hills,. • ' CA 92653 1 + n 949/770-9930 . SOILS ENGINEER - Y •' h/ — " y�/ _ _ _ _ Dale Hinkle,P.E. Inc. 4"A. C P 07��'r 15510 Rockfield Blvd. Ste. B _ a Irvine, CA 92618 ��J fe% 949/458-0498 THESE PLANS & SPECIFICATIONS CONTAIN INFORMATION PROPRIETARY TO DIVERSIFIED ENGINEERING.THESE PLANS OR THEIR CONTENTS MAY ONLY BE USED BY THE PARTY SLOPE REPAIR 1 DECK FOR WHOM ORIGINALLY PREPARED AND FOR THE SPECIFIC SITE AND PROJECT DESIGNED FOR. THE CONTENTS OF THESE DWER5VED ENONE91N DOCUMENTS MAY NOT BE REPRODUCED, OR DISCLOSED TO R.SMITH RESIDENCE , OTHERS WITHOUT E WRITTEN CONSENT OF DIVERSIFIED M ; ENGINEERING, ALL RIGHTS RESERVED 206 LA JOLLA DR. CIVIL * STRUCTURAL * FOUNDATIONS PREPARED UNDER THE DIRECTION OF: NEWPORT BEACH, CA 92663 23011 Moulton Pkn. Suite D-9 C_ - - Laguna Hills, CA 92653 AS BUILT Tel: 949/770-9930 Fax:949/770-4250 NCOPT SITE PLAN ZACKERY M. TOROSS, RCE#59701 PA2001-028 for SA2002-004 8-24-01 206 La JoIIa Drive TV DATE OF MEETING- 1 of rZ. r GRADING SPECIFICATIONS : ESTIMATED GRADING QUANTITIES GENERAL CUT 28 CY 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL F - OVER EXCAVATION CY AS APPROVED BY: (NBMC),THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING OR DUST PALLIATIVE. NATURAL FILL 67. CY ❑ PLANIIING DIRECTOR ON (date): 3. SANITARY FACILITIES SHALL BE MAINTAINED AT SITE DURING THE CONSTRUCTION. � 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30PM MONDAY THROUGH FRIDAY, C� /eg ,..���� ..:`-�d 8:OOAM TO 6:00PM SATURDAYS,AND NO WORK ON SUNDAYS. IMPORT CY t L� As�-ada.fied, refer to: . Q� 5. NOISE EXCAVATION DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTIONT,g }A;": t COMMITTEE ON OVA* Lv�� 10-28 OF THE NBMC. EXPORT CY 6. THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOBSITE AT ALL TIMES. Q C /.s a,sj1tilged .s i�lodifi;.I. ►ceer ho. n 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING W J ,,.,t�I C0MNN1115S10IN ON (d UTILITIES. 8. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO O ❑ As Sub-m teed ❑ As 1�.odtfic , rs.cr to: PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. ❑ CITY COUNCIL ON (date): 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE 1 ,#:`f"4 cd UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. " 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. a EXIST. 12.FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL ELEV.90.0 I ' HOUSE DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEAN UP DEPOSIT. I I 13.ALL PLASTIC DRAINAGE PIPE SHALL BE PVC OR ABS,CONFORMING TO ASTM 2751, 40'-0" ASTM D1527,ASTM D3034 OR ASTM D1785. _ 14.NO PAINT,PLASTER,CEMENT,SOIL,MORTAR OR OTHER RESIDUE SHALL BE ALLOWED ' •r, TO ENTER STREETS,CURBS,GUTTERS,OR STORM DRAINS.ALL MATERIAL AND WASTE ELEV.80.0 z Iml 3 SHALL BE REMOVED FROM THE SITE,NBMC 17.32.020 ____ 20.D0 .------ _ �� ��O L �'� O o%♦c� --1- •� ._, _ . - _. ..+� � r 17TH NEWTON WY ST TER WAY �� `� Q•O� J 28 PL PROPOSED .R. RETAINING WALL `s9 Y i FARAD SLO coy �J ��. so ?°°y,� 1, 17570 'TIER 2 ` NEWHALL o w F V 'i• ELEV.70.0 `\ _OMVACV b ' CiTY J ON IL %y` Q�� Q�,•lF'Q'I-Fs jy GRADING FILLSJtA1T5 1\ I BACKFILLOD CITY OF:5 tQ `....16TH m a ST s0 Est r 1. Graded slopes shall be no steeper than 2 horizontal to 1 vertical. _ PRODUCTION �_-4J� FAA~C,�� 5� A• ELLE 62.5o I . 2. Fitt slopes shalt be compacted to no less than 90 percent relative canpact{on out to the finished surface. ' O z ORANGE CO. 4-y O ,f J Cy ar �� •,� i O lSMA WY i a �,� S, 3. ALL fills shalt be compacted throughout to a mininKm of 90 percent relative ea*action as detemine:d by ASTM ELEV.60.0 test method 1557, e�+d approved by the soils engineer. Compaction tests shalt be performed approximately every ( i t� lSTH ST or�tir �� BO * �� $ 'Qsr� A ,Q� �y`A- two feet in vertical height and of sufficient quantity to attest to the overall compaction effort applied to the fill areas. _ i i �, ? MEDIC,n oeA �99O 4 �y�� ry ( ti '�• 4. Areas to receive fill shalt be cleared of all vegetation and debris, scarified and approved by the soils co q, 9,0; ��� CC ♦ 1°q �qc y engineer prior to placing of the fill. EXIST. -DITCH 51.0 SCARP v ° ` `' O�e 9, 5. Fills shalt be keyed or berthed into competent material. ELEV.50.0 �'�� - -y- s D c+ NosPt'TA- OOV v v, ♦c sr aJ;l ��TI 1 I R r O� oAG= ♦ C MCNEIL 6 G y r O 6. 29 Alt existing fills shaft be approved by the sails eregi-we. or removed before any additional fills are added. - C�9 ���hx+c� s�Ni •(P�' �P 2 fJ• 5�° �a �, � eon`' „ r Np sj JQ mac. r a HOAc Qp yP •�° ,i! 1♦ !, Q° �� Q�' 7. Any existing irrigation tines and cisterns sbatt be removed or crushed in place and backfitted and approved by •e�yts a rt�? [pf !y F HOM ~ sOv�''�f�/s�` 'Ff oR•�•�J� °�•� �'�J� the soils engineer. SITE a. The engineering geologist and soils engineer shalt, after clearing and prior to the placement of flit in st CHA ea us, inspect each canyon for areas of adverse stability Ord determine the presence of, or possibility of futuro accumulation of, subaurfarx water or spring flow. if needed. drains will be designed and f aatructed � A P•0 o Z ��• r ��'� C9 prior to the placement of fill in each respective eanyas. �� ` % ;- �­V 9. The exact location of the subdra{m shatl be surveyed in the field for line and grade. SECTi ON A - A ,� o �� A j'� tic ♦� p 10. ALL trench backfitls shalt be nuffpacted throughout to a ainisrun of 90 percent relative compaction, and AFPWM ar. BY THE SOILS ELGIHEEB. The Building Department way require coring of concrete flat Mork placed over untested SCALE. 1 . 10 backfitls to facilitate testing, the City Grading Engineer. EROS10)i t�ttTROL • 11. The stockpiling of excess material shall be approved by _ � e r � '.• - eo• - -' �=':• • 12. Landscaping of all scopes and pads shalt be in accordance with Chapter 15 of the NBMC. 1. Twporary erosion control plans are required fray October 15 to May 15. u ARK oe + v a 13. All cut sloes shalt be investigated both during and after grading by an engineering geologist to determine if 2. Erosion control devices shalt be available on site between October 15 and Kay 15. any stability probtm exists. ' should excavation disclose airy geological hazards or potential 9"Logiest. - hazards, the engineering geologist shall recommend and submit necessary treatment to the city Grading Engineer 3. Between October 15 elnd Key 15. erosion control measures shall be it►ptwe at the end of each working day whenever the - 'C '* • :__ z�a v�t• e a�a for approval. five-day probability of rain exceeds 30 percent. Out-ints the remainder of the year, they shalt be In place at the end - - �� _ o•t o c ;�o of wo`�, a •. - i east �i w 14. Were support or buttressing of cut and natural slopes is detetia{ned to be necessary by of the working day, whenever the daily rainfall probability exceeds 50 percent.the engineering - Y - •rat � -, . � a �� ° : :�► : � 30 watogist and soils engineer, the soils engineer Milt obtain approval of design, location and calculations fray 4. Landscaping plena shalt be submitted for approval, work copleted and a certificate of conformance received by � Y , m� �•• o� � w° the City Grading Engineer prior to construction. the City Grads Engineer prior to closure of runt union waived by the City Grading Engineer. R9 t:rg p � Pe • e engineering geologist and soits engineer shalt inspect and test the construction of all buttress fills and f 15. The S. Tfsfporary dtstttitg 4sins, when required, shaft be installed and maintained for the duration of the project. - �y -. - a • attest to the stability of the slope and adjacent structures upon cafpletian. shalt determine if the bedrock is extensively REOtItREO iwSPECTIOrIS �~' ;3 r � . 16. wfien cut pads are brehght to near grade the engineering geologist fractured or faulted and wilt readily transmit water. if considered necessary by the engineering geologist and me ILELLe soils engineer, a eaapocted fill blanket wilt be placed. 1. A pro-grading eting shall be scheduled GS Laura prior to start of grading with the following people present: _ P I owner, grading contractor, design civil engineer, soils engineer, geologist, City Grading Engineer or their y o a ~.,•� V1 +1 17. The engineering geolegist shalt perfam periodic inspections during grading. representatives. Required field inspections wilt be outlined at the aeeting. futfi!tf their ibiti the civil engineer, the Z_ A ng meeting shalt be scheduted 4a hours prior to start of the v*wade pr�uati 1a. Motif[cation of Horroapiiance: if, !n the course of ng respons ty. aq for flu paving with soft* engineer, the engineering geologist or the testing agency fills that the work is not being done in the followingpeWte presents owner, paving contractor, design etvit fsgine:er, soils engineer, City Grading conformance with the aW ovad grading plans, the discrepancies shalt be reported immediately in writing to the Ellgitxer or their reprtswItatim. Required field inspections will be outtieeed at the meeting. person in charge of the grading work and to the City Grading Engineer. Recohnmerdations for corrective stasures, If necessary, shall be submitted to the City grading Engineer for approval. - - ,- ----- - . - .'l� :ix "Ov* y,•�y+� :N.. ) .{F' Yfe n:; +:�' '�' .- r _. .. ....- .. _ __ _ .h-fit:.'Y. - S swrtaf�C etehptiara .•�a•>.,: >� :"��:> ..�"a�': ��, - •C {ewser Including orfginat ground , :€;z' .;f .as.` •r` 1. An a5 besitt Tad{ Ian shall be red by tie! lull ere � }. Y and ash- I T _- { a .ce N urns It tart ti and el of •" ions die' all t ails t tot i f elevations, ! t;�:.„{.... sib- -graded rOtantl surface! nag lrflS : surface drainage facilities. Be shall provide written approval that the work was done in a,cc dnnoI with the finalwadi tan all state the number Of of an anVer fill moved dories the operation. approved grading p :,'.T.{:J ,:>rk `."..} .• '�':. �r2+,';'�#j.,:`i t i .. :A•' .;-': tpal . A soils grading report prepared by the soi is engineer, inctuftirg tocationt and elevation of field density ', l of substantiated data and comarots on drauges made dwf 'r<s , „; .�#!?. � zi<. �• .;: summaries of field and laboratory results and her substan �' >v ;s{o.� rig G*{' ;: ;>:< z:<;F:'' 't '•:}`> radi and their effect on the recarm aidations made in the soils a vin mring in vestigatwfn report• ik strati `. `i, ¢ k{: ' .� PrOvidree written approval as to the adequacy of the site for the ilKefdad else and eaaplatisn of Lark in E ?{ :,� job accordance with the i specifications. . :, >; i2'c £ z s i of the l {:` '}' } ` 3. A geologic grading t prepared by the engirheerinlg geologist, incladirfg a final tkscr ptioew !� agi'� tVrpa :. :,t <;, i•:•..::. , . ::>n:;: �' w•. a s - sass an repot r:} :.'.,. '.�; ::. `>. .,�`:.{,'.: .. .. .. ' >{<,��`"'�"'".. .::f :>r�' .p}••` ?? :�`':. of the site, including arq► star information disclosed durintg the wading and the effect of •,.. ..:..., .o-:i. :y`:i'• �' >�„i :�AXt. ' }. ,• '•3 ' }X <' �.': > ., g `;,' :<�:f ri '"::raw .; ?: f r` ;� { a� rctorancradatior+s incorporated in the oved grading plan. Me shalt provide written approrat ns to tbo ubviacy r / C ''� ?.Y �r r p H V I& +� ..•. v.0•Y.0... %> i:tiL.G•:. .'' :},. •.1v::v:. GL.'•' W}, {". �:3.::�» ,'•. �::: •:':`; �,'�"• �;�••.:�Y:.; .,#�. .� .,;<,;,,� a site for the intended use as affected by geologic factors. i• !� �� N i�Ev 5 ro N DY j o ;U'• <,{ � '�- Y .. .i t�v'•.. : ;.< :} '3 r '}} :. ' SLOPE REPAIR I DECK Y}r ;� .,.xi• ti: {`�:"� •._Y. .l} :: '`°p '•u { COMPLIANCE WITH GOVERNMENT CODE ' ZI=::< .'{'�yTQap�: ' :xry`' s _< ' r: SECTION 4216&421 IS REQUIRED.DIG- Y E i�E ENI Il ERI NC/ we r.: ' ` ALERT ID#IS REQUIRED BEFORE START. R. SMITH RESIDENCE .F.• �' ��,�' 48 HOURS BEFORE YOU DIG 206 LA JOLLA DR. CIVIL * STRUCTURAL * FOUNDATIONS n>_ 2 CALL U.S.A. TOLL FREE NEWPORT BEACH oCA 9266 230t I Moulton Pkwv. Suite ll-9. r x Laguna Hills CA 92653 AS BUILT * '� ' . £' : ,•, "� 8001227-2600 Tel:949/770-9930 Fax:949/7704250 { ' :'` :• ' . 1 <: :: { GRADING PLAN & SECTION �/ ' 8-24-01- t:•,•,x{i�.i;i•'M!✓' ' .�$i�i�L'i:Gh3}r}w Y,:. ,5�:�air%rGS��} :ik•L1. ::{i;:r..ij;iY"�Y�'i:' :°71�lirYV(if•�A. . .,•<Y ':i�`'t ''.�•': 2 of 2