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1993-3745 G (Plans) LEGEND I PROPERTY LINE ....- ..-- -. -- � �E+A� t?ES�RIPTIC?N 1 GRADING NOTES EXISTING CONTOUR . e....- __ - _.. // 120 - w � A General FiLL SLOPES ( /&9ADI ErSr) � Z r PARCEL 1: 1. AN work shall be done in accordance with these pans, the standard specifications for public works loosened shall be removed and disposed of. The toe and top of all slopes shall be rounded in CUT SLOPES C W/6 WI ekrr) construction, the design cortstrtx� ion standards of the City of Encinitas and the San Diego area accordance with the Grading Ordinance. THE SOUTHWESTERLY 75.00 FEET OF THE SOUTHEASTERLY c regional standard drawings. Any changes or revisions therefrom sha be approved Di the City SWALES / FLOW DIRECTION .............. Z � HALF OF LOT 9 AND THE SOUTHWESTERLY 75.00 FEET OF THE I 5. All trees, brush, grass, and other objectionable material shall be collected, piled or otherwise NORTHWESTERLY 100.00 FEET OF LOT 10, ALL BEING IN BLOCK Engineer prior to any request for inspection• disposed of off the site by the contractor sot as to leave the areas that have been cleared with a neat RREA OltNlN r "E" OF SOUTH COAST PARK ANNEX, IN THE COUNTY OF SAN 2. The soils report titled Preliminary Geotedtnical Investigation, Proposed Single Family Residence, and finished appearance tree from unsightly debris. Approval of location of debris fill shall be t� /_SURFnG E g �lc(_� , secured the soil engineer and City Engineer prior to the disposal of any such material. DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF Edus Avenue, Encinitas, CA prepared by Barry & Associates June 8, 1993, W.Q. P -1320 shall f7lrC Df�AfFiJ be considered as i part of this grading pan. All grading shall be done with the retbrnmerxlations -� ' NQ. 1788, FILED 1N THE COUNTY RECORDER OF SAN DIEGO d f and specifications contained in said report RIP RAP ENERGY DISSiPATOR..Ail_ COUNTY, MARCH 29, 1$24. EROSION CONTROL 111a r 3, 5" AMV 2' pan does riot constltute approval of sizes, location and type of drainage facilities, RETAINING WALL e PICG�..rr� I�u 1. In case emergency work is required, James Durtey at (619) 48a Sk17. � EXCEPTING THEREFROM THAT PORTION LYING WITHIN THE Approval of this right -of -ways. Separate approvals and permits for these shall be i , 2' � N G -5 J MIN y /ply DRAINAGE DIRECTION .............. NORTHWESTERLY required in conjunction with improvement plans. 100.00 FEET OF SAID SOUTHEASTERLY HALF nor of improvements within street 2 Equipment and workers for emergency work shall be made available at all times during the rainy i rp� OF LOT 9. season. All necessary materials shall be stockpiled on site at convenient locations to facilitate rapid F7' ELEV 2� M /!y �t� �� B 4. Written permission shall be obtained for arty off site grading. construction of temporary devices when rain is imminent. SAND BAGS PAD EZEV _, ' I PARCEL S. Contractor shall take any necessary precautions required to protect adjacent properties during _ S. Devices sham on pans shall not be moved or modified without the approval of the Engineering AC PAVING -• t 2. grading operations. Anything damaged or destroyed shall be replaced or repaired to condition Inspector. 0.5 M/M - 6" AC BERM (RSD -G5) AN EASEMENT FOR INGRESS AND EGRESS FOR ROAD ousting prior to grading. 2:1 SLOPE PURPOSES OVER, ALONG AND ACROSS THE SOUTHEASTERLY 6. The developer shall be responsible that any monument or bench mark which is disturbed or 4. The contractor shall restore all erosion control devices to working order to the satisfaction of the C' n after each run-off producing rainfall. - - 0�� °r4±' "B S@s�'AA_E °"' °' °""" C> � C> 20.00 FEET OF THE NORTHWESTERLY 120.00 FEET OF THE City . destroyed shall be re- established and replaced by a registered civil engineer or a licensed land g SOUTHEASTERLY HALF OF LOT 9 IN BLOCK "E" OF SOUTH surveyor. 5. The contractor shall install additional erosion control measures as may be required by the City . , r, Engineer due to uncompleted nadir o ration Jr unt�xseen circumstances which may arise. DE TA E � �•LrR COAST PARK ANNEX, IN THE COUNTY OF SAN DIEGO, STATE OF En 7. The contractor shall design, construct and maintain all safety devices, including shoring, and shall g pl grading CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1788, FILED IN be responsible for conforming to all local, state and federal safety and health standards, laws and THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 29, Matrons 6. The contractor shall t:e responsible and shall take necessary precautions to prevent public trespass re9 onto areas when impounded waters create a hazardous condition. @ 8 @ 8 @8 1924. 6. Grading and equipment operating within one -half (1/2) mile of a stricture for human occupancy 77 All ion ronrol measures provided per the approved grading plan shall be incorporated hereon. shall not be conducted between the hours of 5:30 p.m, and 7:30 a.m, nor on Saturdays, Sundays erosion EXCEPTING THEREFROM THE SOUTHWESTERLY 75.OD FEET. and City recognized holidays. S. Graded areas around the project perimeter must drain away from the face of a slope at the 9. No grading operations shall commence until a pregrading meeting has been held onske with the conclusion of each work day. following people present: City Inspector, Civil Engineer, Soils Engineer, Grading Contractor and P 9. A11 removable protective devices shown shad! be i place n the end a` each working day when the ermittee. The pregrade meeting shall be scheduled with the City at least 48 hours in advance by I love (5) day rain probability forecast exceeds forty percent (40 %). Silt and other debris st�.all he calling (619) 633 -2770. 1 ' removed after each rainfall. 12" Rt?C:k' ETii6MDM 10, Should germination of hydroseeded slopes fall to provide effective coverage of graded slopes (90% IN CAST- IN- PLACLF „SOILS ENGINEER'S CERTIFICATE 10. Prior to hauling dirt or construction materials to any proposed construction site within this project coverage) prior to November 15, the slopes shall be stabilized with punched straw installed in VNCY?= PAD the developer shall submit to and receive approval from the City Engineer for the proposed haill accordance with Section 35.023 of the Erosion and Sediment Control Handbook of the State of IIIr !, ALBERT R. BARRY A REGISTERED CIVIL ENGINEER IN THE Cal'rfo Department of Conservation. i STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE route. The developer shall comply with all conditions and requirements the City Fngineer may FIELD S MECHANICS, rERTIFY THAT C ' (: :. I E OF €APP ED Ll SOIL H ANICS, r � d A SAMPLING AND STUDY OF THE SOIL CONDITIONS impose with regards to the hauling operation. - MY PR DIRECTION E TI WITHIN THIS SITE WAS MADE BY ME OR UNDER DECLARATION OF RESP CHAR it. Upon final completion of the work under the grading permit but prior to final grading approva certification shall be provided stating: 'The grading OR 470-C-2000 PSI CONCRETE MY DIRECTION COMPLETE THE DATE; AND and /or final release of security, an as-graded S 'lIOId OR 2500 PSI, AIR PLACED ONE COMPLETE COPY OF THE SOILS REPORT B HEREBY DECLARE THAT I CI THE ENGINEER OF WORK FOR THIS under permit No 3475G has been performed in substantial conformance with the approved grading pan or as shown on the attached as- graded plan'. This statement shall be followed by the date and CONCRETE WITH 1 1/2" x COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE 1 1/2" 17 GAGE STUCCO HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY DESIGN OF THE PROJECT A DEFINED N-' SFT T'nR? t 7 ^3 OF THE signature of the Civil Engineer who certifies such grading operation. J' NETTING ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CER' IFYTHATTHERECOMMENDATIONS BUSINESS AND PR Ut3RFNT, CODs ^ „ ^ -:� j` CN IS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE CONSISTENT WITH CUtiR1 NT :;iAND4RUS GRADING PLANS AND - -: q 6 � SPECIFICATIONS. BEEN INCORPORATED r o r ,--� i UNDERSTAND THAT He CHECK OF R(`,it =C. DRAWINGS AND y'� ^ SPECIFICATIONS BYTHE CITY OF ENCINITAS IS CONFINED T 0 REVIFW SIGNED: A C ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK OR MY -_ f RESPONSIBILITIES FOR PROJECT DESIGN. 12 ROCY £MBE a ,,� r ., Rot r50ED 9 .r y STEVEN NORRIS (� �� ✓ B, NOTIr1CA __2NS i `' ^+� r RCE NO.: I• ,N CAST- IN -PJiG� NORTH COUNTY ENGINEERING DESIGN GROUP 1. The existence and lormoe n ^_'f underaround utility pipes and structures shown on these plans were a} < ?; F ACRE E PAD f )CP DATE STREET obtained by a search of available records. To the hest of our knowledge there are no existing nu v6dT"L_ vzr Iwwh so 1515 u°" L a + =_3 i, ,Y utilities except as shown on these plans, however: The contractor is required to take due �p �^ ^ rt ' d "`�` WVV ( ) 5 _,,. r IzratP 'f'TLVwI GWAC6 V OID oG I, - 1 1 - 1 475 A L p recautionary measur s to protect any existing utilities or structures located at the k it It i e wor se. s p wwr� Wuo`j . . ...i'.:.:::1 92063 i k1s a SAN MAR j 619 7 2 7010 the contractor's responsibility to contact the following owners of said utilities or structures poor to '1 any excavation, for verification and location of utilities and no of commencement of work. �� 'I, � - gy -DATE a ---- cR'S _ Q - ER z A' , EXP. DATE: 12 95 A Sewers- (Not Applicable, Septic System) F i j ., ®Wtd` RCE NQ.: 47672 / B. Gas Electric- (S,D.G.B E.) (800) 422 4133 C" Gew p wa we I ILi N i I JOAN ZENO CERTIFY THAT A REGISTERED SOILS ENGINEER OR I GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER C. Water- (San Diegufto Water District) (619) 633-2709 1 p�, �r�p �g� I �f 1J�rlt�'1+ ���� �'�`� �c�'��'j'(1� ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SiTE. D. Telephone- (Pacific B :ll) (800) 422-4133 '4 ( 0 SCALE) o = ^ N LE E..vC^° cu1s,E I v E. a 11e TV- (Dimension Cable! (800) 422.4133 l � CS..`.tiE 2 '. 1 / C aclaro.cr.e .. 3n L' -/`k. ^I 1 qqqq OeFlM1 V+cGdNH -lR YR ,MTAC ? '. y CCeSR� E3nGE vrt] w.v 915 CnAtleD / 2, Contractor shall notify the City Engineer's office 48 hours prior to beginning any work on this m M 5= " sExn+cE it' .WE .urro es °see• �, project Phone: (619) 633-2770" ^� DATE: . gyp 3. The contractor shall give 24 hours notice on calls for inspection. Phone: (619) 633 -2770. All work performed without benefit of inspection will be subject to rejection and removal. T E ®T. 0 0 L: .Q: aMDINQ ENVIRONMENTAL DATA: 1. All grading shall be observed and tested by a qualified soils engineer or under his direction. He shall observe and test the excavation placement and compaction of fills and backfilis and 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE _' 7% r� compaction of trenches. He shall submit soils reports as required and will determine the suitability PROJECT DATA. of any fill material. Upon completion of grading operations he shall state that observations and tests II 2) i/41ki�elll VE H i !(:tlL f)EF' I ° li OF OUT -.j,J LU were made by him or under his supervision and that in his opinion, at embankments and excavations are acceptable for their intended use. 7 Lt' 3) MAXIMUM VERTICAL DEPTH OF FILL =3.5 ° j /d" ROCn` m __ BURY rr '* eAC PROJEC OWNER: "v P, JURZAP TYPE aAr;S �2 '*.., .N! I L I Y JUs;l�l .'r jVQ 2 1 to cc, =,, _ :tor . >, x91 rr ri r 9 1 , 0o-all <rxcaysted surfa to provide positive drainage and pt qj AVEi�P GE DEPTH OF CUT -' _ C.Y. (27) r,= - � -? a, :- J` f A A W' LU r�r y t p S T 1025 ARC;AC f 5, .. ; 16 2 ponding of water. He shall control surtarx mater and avoid dc= one to aujoining prope or to ENCIN T S C 7 SACS NlGX finished work on the &P, aril shall take remedial measures to prevent erosion of freshly graded 5 AVERAGE DEPTH OF FILL= 15c) C.Y. (27) / 65 S _ 3- < areas until such time as permanent drainage and erosion control measures have been installed. ) 3p ° PROJECT A.P.N.: 254 -391 -36 C3 tj 3. All areas to be filled shall be prepared to be filled and fill shall be placed in accordance with SECTION PROJECT ADDRESS: 1156 EOLUS AVENUE ill 3. standard specifications. All vegetable matter and objectionable material shall be removed by the F ,RTHW ENCININTAS, CA f ` contractor from the surface upon which the fill is to be placed. Loose fill and alluvial soils shall be w OFFYET BAGS Ile removed to suitable firm natural ground. The exposed soils shall be scarified to a depth of 6e and CUT = 150 C.Y. °�� then compacted to a minimum of 90 percent. It shall be the contractor's responsibility to place, l ._J PROJECT CIVIL HE NORTH COUNTY ENGiiJErr�ING spread, water and compact the fill in strict accordance with specifications. w A_ vGV 5 CONSULTANT: DESIGN GROUP L FILL= 150 C.Y. j °' �� �� Z 475 Carmel Street ? 4. Cut and fill slopes shall be cut and trimmed to finish grade to produce smooth surfaces and uniform * r t y��ir 4 cross sections. The slopes of excavations and embankments shall be shaped, planted and trimmed IMPORT /EXPORT = 0 C.Y. „ " E " f PLAN San Mar CA 92069 ..,K ,�_ � +r, � � � (619} 752 - 701rj as directed by the engineer of work and left in a neat and orderly condition. All stones, roots and other waste matter exposed or excavation or embankment slopes which are liable to become °" ytala� Q (619) 752-7D92 FAX >^ GRAVEL BAG DETA Z (NO SCALE) ® i) � U -- LLJ (r 6 --b- P. LJ LL Z Et N0 ALE REFERENCES DATE BENCHMARK � SCALIE Gc�ttrlvt�iT1' t�Ev�vPI�F,N7' � Y APPROVA,-S ( 1,17 Q�= �����`JE��� ENGINEER ING :DEPARTMENT DRAV i_ < - - + y�G• °I ,REL!Cs APPROVED DATE �JD D PL P SPARED- .--UNDER SUPERVISION OF RECOMMENDED l�P,('ROVED. r� i � �DINCA tkNC) Ea(�1(71i Gan'�L I� �� " t ATE l G� BY:{a s " j' �} G Jv A N ,� f�lc.� X51 D N C,€, I I®� C'°� I, J U�� _� s 7 s Street C . Marl. 115.0 'west Int. � - BY: {� °` West -Lake Street and Encinitas HORIZONTAL � - 131ard, Sta. 21+90.23, Elev., a �(�+• R.C.E. NO.= _ 47672 �. ®.� OATS � `'°" DATE: ,.,>, :..! °�_� ✓N�'4�'�' S ,r 14$.2$' M..S•L. VERTICAL. / d` /� ENGINEER 12/95 SHEET 1 OF 2 BTr ��(E EXP. RC:E: R°G.E: WORE( PROJECT NO. 141170 1 I , ��- _ i s. bV I vir-wr.r ro'A71zh{-tc,� pA l.wrT14 rE c zr.SD n °5 -7 Fv v G✓rL I,hN r Ic,l•a ( � ) I PP *Z2�55 - -` - �v�;I�,G,.i,c_' �#2�t'>� -+?�•` I"Ji�.•,r,� t2L.Givti4>� �'als�w,�.,v -_�r o C�fa- �w11•�� G - �a rt _ � I I rA 6 C fir ti — rs 7, In � A. G. r'AvEM GN� , . 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T T v s a v r_ -. 38 z _- H Y M E _ I�..t E CDL� O DESIGNED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE tote` t.. °� TT �JF'',dF tit *" ; ' I APPROVALS C�:17Y C>F EE C:�INITAS rN&NEERING DEPARTMEN I DRAWING ND. W Q d- PELETF. P<t DITC14 AR,ED- -dN-DER SUPERVISION O ANS REPF RECOM ENDE A R%�E L -M 1150' wrest Irst Street C.. ary. . !d A.� V-0 L r%1,.l` 3 74 5 G . 23 El 4 CRAINI West -Lake Street and Encinitas HORIZONTAL 1•: 10 DATE BY: 3 �` BY ? NMI 07.1. _ N Blvd. Sta. 21-90., Elev. ° M� E .t ` 146.28' VERTICAL . _ _ .._ - -_ .. MME .. R.C.E. N0.: ENGINE DATE DATE: �.��t�4i _ T �S� ER EXP. R-C,E. •R:C.E. WORK PROJECT NO. �I ° SHEET 2 OF 2 2