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1989-9087 G (Plans) i WORK TO BE DONE A. GENERAL SOILS ENGINEER'S CERTIFICATE GRADING QUANTITIES 1. All work shall be done in accordance with these 2. The contractor shall properly grade all I, ANTiWY F.t5EL F46T a registered civil engineer in the 700 C.Y. EXPORT OWNER /PERMITEE plans, the standard specifications for public excavated surfaces to provide positive drainage State of California, principally doing business in the field of 0 C.Y. FILL L & Y INTERESTS, INC. works construction, the design construction and prevent ponding of water. He shall control applied soil mechanics, hereby certify that a sampling and 12770 HIGH BLUFF DR. STE. 370 standards of the City of Encinitas and the San surface water and avoid damage tJ adjoining study of the soil conditions prevalent within this site was QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY. SAN DIEGO, CA 92130 Diego area regional standard drawings. Any properties or to finished work on the site and made by me or under my direction between the dates 3 uLY 4 FURTHER, QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE NOT TO changes or revisions therefrom shall be shall take remedial measures to prevent erosion 1999 and �"Ly za, 1966 One complete copy of the soils BE USED OR IN ANY WAY REPRESENTED AS ACCURATE OR CERTIFIED approved by the City Engineer prior to any of freshly graded areas until sua)b time as report compiled from this study, with my recommendations, has QUANTITIES. ENGINEER OF WORK request for inspection. permanent drainage and erosion control measures been submitted to the office of the City Engineer. have been installed. Furthermore, I have reviewed these grading plans and certify CONWAY & ASSOC., INC 2. The soils report titled" 8 8 38 /U prepared by that the recommendations included in the soils report for this 135 -A LIVERPOOL DRIVE A.F 5ELFA61 dated JULY 26./988 shall be 3. All areas to be filled shall be prepared to be project have been incorporated in the grading plans and CARDIFF, CA 920007 a g p placed in accordance considered as part of this grading plan. All filled and fill shall be specifications. grading shall be done in accordance with the with standard specifications. All vegetable recommendations and specifications contained in matter And objectionable material shall be SIGNE LEGAL DESCRIPTION said report. removed by the contractor from the surface upon which the fill is to be placed. Loose fill and RCE NO.: 40333 LOT 16 & 17 OF CARDIFF 3. Approval of this plan does not constitute alluvial soils shall be removed to suitable firm EXP. DATE: 3 - 3J - 9/ BLOCK 14 ACCORDING TO MAP 1298 approval of sizes, location and type of drainage natural ground. The exposed soils shall be facilities, nor of improvements within street scarified to a depth of 6" and then compacted to right -of -ways. Separate approvals and permits a minimum of 90 percent. It shall be the for these shall be required in conjunction with contractor's responsibility to place, spread, ASSESSOR'S PARCEL NUMBER improvement plans. water and compact the fill in strict accordance - - - - -- - with specifications. 261- 092 - 35 4. Written permission shall be obtained for any off -site grading. 4. Cut and fill slopes shall be cut and trimmed to finish grade to produce smooth surfaces and SITE ADDRESS 5. Contractor shall take any necessary precautions uniform cross sections. The slopes of LEGEND_ INDEX required to protect adjacent properties during excavations and embankments shall be shaped, grading operations. Anything damaged or planted and trimmed as directed by the engineer 2362 OXFORD AVE destroyed shall be replaced or repaired to of work and left in a neat and orderly CARDIFF, CA 92007 condition existing prior to grading. condition. All stones, roots and other waste Z GRADING P LA N matter exposed or excavation or embankment PROPERTY LINE 6. The developer shall be responsible that any slopes which are liable to become loosened shall monument or bench mark which is disturbed or be removed and disposed of. The toe and top of EXISTING CONTOUR destroyed shall be re- established and replaced all slopes shall be rounded in accordance with 0 3 DETAIL by a registered civil engineer or a licensed the Grading Ordinance. PROPUSEU SPf1T ELEVATION _ _ _ - _ _ - $O land surveyor. - -- 5. All trees, brush, grass, and other PROPOSED CUT SLOPE (2:1 MAY)_ - -� 7. The contractor shall design, construct and objectionable material shall be collected, �T maintain all safety devices, including shoring, piled or otherwise disposed of off the site by PROPOSED FILL SLOPE 2:1 MAX ) SECTIONS and shall be responsible for conforming to all the contractor so as to leave the areas that - - - - -- local, state and federal safety and health have been cleared with a neat and finished DIRECTION OF FLOW - - _ standards, laws and regulations. appearance free from unsightly debris. Approval g E ROS I O N CONTROL of location of debris fill shall be secured from ROUGH GRADE - - - - - 8. Grading and equipment operating within one -half the soils engineer and City Engineer prior to (1/2) mile of a structure for human occupancy the disposal of any such material. INVERT ELEVATION _ - _ /.E. shall not be conducted between the hours of 5:30 - - - - - - - p.m. and 7:30 a.m. nor on Saturdays, Sundays PROPOSED WATER LATERAL and City recognized holidays. PROPOSED SEWER LATERAL - - - - - D. LANDSCAPING INDICATES, RIM ELEVATION— - - - __ - - - INDICATES, INVERT ELEVATION 1. All slopes shall be planted and irrigated in - - - - B. NOTIFICATIONS accordance with plans approved by the City INDICATES 12" X 12" PVC CATCH BASIN LEI 1. The existence and Engineer. Plans shall conform to the City of INDICATES 4" PVC DRAIN - MIN SLOPE 1Z -- - - location of underground Encinitas Grading Ordinance and all adopted utility pipes and structures shown on these landscape and irrigation standards. 5 D R`�7D plans were obtained by a search of available INDICATES RETAINING WALL - • - records. To the best of our knowledge there are 2. Finish grading and planting shall be - -- - - O no existing utilities except as shown on these accomplished on all slopes prior to October 1 or INDICATES HEIGHT OF RETAINING WALL plans, however: immediately upon completion of any slopes graded The contractor is required to take due between October 1 and April 15. INDICATES RETAINING WALL BY SEPARATE PERMIT - - precautionary measures to protect any I existing utilities or structures located at PROP05ED TEMPORARY 5LOPE @ 1:1 I the work site. It is the contractor's - -_ responsibility to contact the following owners of said utilities or structures prior to any excavation, for verification E. EROSION - CONTROL DECLARATION OF RESPONSIBLE CHARGE and location of utilities and notification of commencement of work: 1. In case emergency work is required, contact (j!�§ I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS WA775 at 480 -X75 PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE a. Sewers - CI�CDIFT SAN /TATiGat/ DO -5&57 DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE 2. Equipment and workers for emergency work shall BUSINESS AND PROFESSIONAL CODE AND THAT THE DESIGN IS b. Gas & Electric -9440 / 600 -492 -413!1 be made available at all times during the rainy CONSISTENT WITH CURRENT STANDARDS. r season. All necessary materials shall be C. Water - 14N Dm6/! /7U Ag71W D fT. 753 -//45 stockpiled on site at convenient locations to _ SHEF I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND facilitate rapid construction of temporary FI SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A M d. Telephone - HIC /P /C 7E[W1q+/E /- OW - -4/5y devices when rain is eminent. REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF LO MY RESPONSIBILITIES FOR PROJECT DESIGN. e. Cable TV - rM C,4 &z N4 -6660 3. Devices shown on plans shall not be moved or modified without the approval of the Engineering = o ,a F 0 BY: DATE: 3 -76 "B9 2. Contractor shall notify the City Engineer's Inspector. �. office 48 hours prior to beginning any work JOHN D. CONWAY on this project. Phone: (619) 944 -5070 4. The Contractor shall restore all erosion control R.C.E. 29067 EXP, r devices to working order to the satisfaction of 3. The contractor shall give 24 hours notice the City Engineer after each run-off producing on calls for inspection. Phone: (619) 944- rainfall. �S 5070. All work performed without benefit of inspection will be subject to rejection 5. The contractor shall install additional erosion Vw and removal. control measures as may be required by the City \ N Engineer due to uncompleted grading operation or unforeseen circumstances which may arise. 6. The contractor shall be responsible and shall take necessary precautions to prevent public I _ trespass onto areas when impounded waters create C. GRADING a hazardous condition. _ 1. All grading shall be inspected and tested by a 7. All erosion control measures provided per the qualified soils engineer or under his approved grading plan shall be incorporated �~ _ direction. He shall inspect and rent the hereon. \ G \ PRIVATE CONTRACT O� excavation placement and compaction of fills and backfills and compaction of trenches. He shall P E R M IT S M T submit soils reports as required and will 8. Graded areas around the project perimeter must CITY OF ENCINITAS determine the suitability of any fill material. drain awn from the face of sloe at the DEPARTMENT OF PUBLIC WORKS y p I Gt16 IOE SOLUTION NO. C .43 -022 SM EETf Upon completion of grading operations he shall conclusion of each work day. REZONE PERMIT NO. 414 P P g g P GRADING PLANS FOR: state that inspections and teats were made by 9, A'll removable protective devices shown shall be N4 RESIDENTIAL GRADING PLAN AT him or under his supervision and that in his P SPECIAL USE PERMIT NO. , opinion, all embankments and excavations were in place at the end of each working day when constructed in accordance with the approved the five (5) day rain probability forecast VICINITY MAP TENTATIVEMAPNO. N SW CORNER OXFORD /NORFOLK / exceeds forty percent (403). Silt and other V grading plans and that all embankments and debris shall be removed after each rainfall. NO SC - . CM AP'PR (3VEO CHANGES BENCH MARK IN C�FF excavations are acceptable for their intended CALIFORf 1 ATEINDEX " use. N•. OMCrirliM AgnwlW Dm , 10. Should germination of hydroseeded slopes fail to DESCRIPTION: G /TYENG /NEE,P eny+�•Iw«► ✓ONrVO.lA7/W4Y = provide effective coverage of graded slopes (903 RVff)tT A. W AWeAl coverage) prior to November 15, the slopes shall z9Ar, be stabilized with punched straw installed in L OCATION : -6W711 Zc451- OF NzOrIAOL.f' w ^ �_ _. W accordance with Section 35.023 of the Erosion and Sediment Control Handbook of the State of RECORD FROM: NA, E PG=-:1 qP,, . q C alifornia Department of Conservation. ELEVATION: /00.0 DATUM: gc/O �� - 06 G C= W d FILE NO. i '►j. S`j�l° 7TH �I / 7CJ ti e �r/�rCN EX /ST /NC GR<1 .4 cl ! p� � 'f� N 59 ° 22'/l "E I �A �j �' h S� F'A(�, 1_t4 � ' gy p • � lz � I ti � 99, 78' � ` ?�' � ,,(�; o t/ Oq O ah 4� q'� °� qti �h a� © q� q 6� 5 O 0u � g� O g I p F,�'PG ' ` � ��' ®� ; - - -- - - - - � � - Y \• �\ G % � -' �� 3 � X NOTES: TEMPORARY /: / },.� 3 .2 , SLOPL cD s/ 8 a ��� iC- ' ti 3 'd SEE ARCHITECTURAL PLANS FOR ALL DIMENSIONS. �L1�4V GRAD ^ O O ° I L A.C.Pla SEE ARCHITECTURAL PLANS FOR ALL PROPERTY LINE DIMENSIONS. RET. 9IAr 2 {Nt/iA.* WN,L FRGbfi13 TOO' btl4LL - ti _ 1 71 v FIELD VERIFY ALL CRITICAL POINTS OF CONNECTION OR ELEVATIONS. ' I � 1 A 8 LG>t/la I / (\j \ ' COA/QPETE X10 T/O ALL PROPOSED ELEVATION ARE FINISHED SURFACE ELEVATIONS. F.fONT " C�AP4�E I K SLOPf FPOM L14 /y y I ?; TO B /'9 uS pl , j i I r4 17. /y/ //T/ \\ I I a ��/ la F /N`FL P ELEV �2. 6 6 v FIN FL P ELEV MI Is NOTES / FIN PAQ EL E V. 92. 0 F /A/ P10 EL - V! 092 i NEW A.C. l i /l VA-0. OVER 4 A.G. D � IMM I 1) EXISTING A.C. ° PAVEMENT ALONG THE PROJECT FRONTAGE IS TO I Q I \ �� q I p' BE PATCHED AS NECESSARY TO THE SATISFACTION OF THE PUBLIC WORKS INSPECTOR PRIOR TO ROUGH GRADE APPROVAL. K SLAB GLO i 4 2) THE ALLEY IS TO BE SAWCUT 1 FOOT FROM THE EASTERLY EDGE I , 1 \,� 'r�ti I \ SL,Qp� , , I I ��•`•;``, I OF PAVEMENT AND NEW A.C. IS TO BE PLACED, 2 OVER 4 A.G. BASE, TO THE PROPERTY LINE AS SHOWN. THERE WILL BE A ~yM /N TEMPOR.,4RY i GOr>j/CA'ETE x SMOOTH TRANSITION BETWEEN ALLEY AND DRIVEWAY. SLOPEQ° /�/ I AeII�Gt;y W V 7 , " I I I I I `� i —� •` � I I I I I it I 11 ' - • � / ,' ,, Ada I ! \\ \\ /�, L� I I I I I � � . � ��� �° 1�9 �f h V I r / 0 �, O IP oa 3 " ENv /FWiILL ! I `�� V V ov ti / \ 3 I y tD T MPORARY SLOPE E� � � ✓ I ° E P �� Q V f%� tJG W 1 1 N 59 �Z' //" E 9 9.79' ; 2 ` 1 4, 3 `► �G �9 P 91 92 9'D A8 le Z S4 2 r p l CG)PNE�P EGG 1 I / \ I / I ' NEW A. C. \ y ✓ I I I 2 "A C. OVER 4" r A. C. BASE G4 (FF) I 20 co EX/571NG ! IDQ �. ` ; \ \\ 9EE LETTE/P OF ; I i i DIKE' \\ / /3 TO GrP ,Pff (� LL A J X I n I I Gq;PAGE Co I I 4RAGE OFF) I Ex/STiii/G If W i I I , _ I I C0f'NE/P OFOq,PgGE q I ,' N 59 ° ZZ' "Z / E 99.80` " I I EXiSTiN4 R o. PRIVATU CONTRACT / h j Iq� - - -- o � PERMITS o� o /r w�c wcs 4 m-- Z p/ EDGE CAP rESOL UT /ON N0 C , 022 s Ts 1'rp� Q EX /STING 4. C. REZONE PERMIT NO. /V rva„ ED SNCIAL UK PERMIT NO. /V A RESIDENTIAL GRADING PLAN AT EX15GIµ 6 M 100 � TENTATIVEMA ►NO. N.A SW CORNER OXFORD NORFOLK $ �stjME� CITY APPAOVE CHANGES BENCH MARK IN CARDIFF ~ am OEtC11HTI0N • / YID /PE G /Ty ENa awr ER EaM of werk: N ORFOLK O RIVE A'D/lERr A. I,fNA'�E� A .Na aww r -- — LOCATION: 5 S OUTL! E gS T D /1_/ .(' f .w: I L .' ` n �.c.E.�tsb� !� OXFO/�D �I'f 1J , «♦""""'111111 �"'"'`� IKON F"M Q /Ip ELEVATION: /OD.O OATUM: HfJ SUMEO 4 •.•a.ppft• 9687 4- W FILE III. s 1 REMOVABLE O GRATE SLOPE TO 1 SHOP DRAIN � RETAINING WALL NOT A PART AN 1�e H /Al• DRAIN FROM CLEAN O OTHER AREAS (OPTIONAL- CLEAN OUT SEE PLANS) CONCRETE SWALE (aE� DETA /L BEZUWJ 6" I WATERPROOF /DRAIN . 2% n „J 2/ Z% R/W PER. .- ARCH. PLANS NOT A PART OF THIS PLAN F.T.G. N PR OF THIS PLAN DETAI L A ,DRAIN DETAIL NO SCALE Lo 3' MIA1. T t; PER STD/ DWG G/ 4¢o4oh L HE /GHT 04,P /ES 7' MAX. FACE OF T STRUCTURE ''^^ NOT A PART OF THIS PLAN /8 / / z' (p.' Z .5' TO GRADE Z°L OR WATERPROOFED RETAINING WALL L �., SEE ARCH. PLANS O o r 3” 470 -C-z" egwcRETE WI TN DACE PRIVATE CONTRACT PERMITS M T CITY' OF EAICIIVITA5 DETAIL B C45 ,PESO[. U7 2 10. C- Ba - 022 DEPARTMENT OF PUBLIC WORKS :►BEET: SWALE DETAIL RE20NE ►ERMITNO. NQ H O I oRAwwa PLANS FOR: Z SPECIAL USE PERMIT NO. N4 RESIDENTIAL GRADING PLAN AT NO SCALE N4 TENTATIVE MAP NO. S W CORNIER OXFORD NORFOLK 0 fWrAHNG WALL IS AT NORTH P/L CITY APPPOVE0 CHANGES BENCH MARK IN CARDIFF ILM N.. Oncri�tiM AMrow/ rr Do" //Y /PE 2:1 SLOPE AT THE SOU'T'H P/L DESCRI►TION:__ GTy e *611V eAEf Enlinwr of work: OA a C041AIA t RMS"7 A. W41r1r _ LOCATION: 5 EAST A� NOFOL }' t` p: II. .E. 290b7 Gn LAJ RECORD FROM: /VA/ w ELEVATION: /019.00 DATUM: 4d SliWE0 Grading pOp7 6 No. 7 O 13 Date s W FILE N0. 40B J W O XFOp?D W 63 3 too >f GR CF- s�awu h ow 3 W k W C�CRE7F DKiV� T447 "a � qo - - -- - -- - -- —--- - - - - -� O ` Nr.W A. e. Z "O&A 4 "A.G. MNE \ \ , W/DTfN VAR /,ES - 2.5'A j4C 1000,� �\ W y \ ALLEY TI — B wscmz SECTION A - A SC,E: VEanc L 1 = & HORZONTAL 1"= 6' Lo d T c J In ' v U Z CIO Chd � Q PP"VATE CONTRACT } Q . PERMITS ® C /TYOFEMCiN /TAS G4Q ,rES0LI1rilWN0. G - 88 - 02Z 1 MIMMIM■Mf C11" PUK o" n REZONE PEIIMIT NO. N.A. Z 011AONN0 PLANS 1011: WICIAL wE PERMIT NO. N. A. RESIDENTIAL GRAENNG PLAN AT O TENTATIVE MAP NO. N • SW CORNER OXFORD NORFOLK V CITY AAVWRWoVM does WNCH M,W IN CARDIFF .. N.. OAiY1W Mn«l+ ftft OEECNNTION: � / ( owww. t*wM9rit7 .I. k 0rE/V LO CATION: .S' S'DUTH EAST Ao �t � � � � �m.. z9067 oXFolCD L �/� RECORD iNOM: _Y •�•, 9087G ELEVATION: ADD. D DATUM: ld,51 lNE� "sF ti""� N� - [EE IA.