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2007-570 G (Plans) GENERAL NOTES NOTIFICATIONS ING PLAN N WATER SERVICES NOTES WORK TO BE DANE 1. Al work ork shad be done In accordance with these plans,the S tandard Specifications f o r Public 1. The existence and location of underground utility pipes and structures shown on these lens the Grading consists of the following Work to b® Dona according to the lens the currant City of Encinitas ty p p 1. Water services, laterals and appurtenances still be constructed according to the Standard 9 s e p y Works Construction,the Design and Construction Standards of the City of Encinitas, and the were obtained by a search of available records. To the best of our knowledge there are no pp g Engineering Department standard specifications,the San Diego Area Regional Standard Drawings, and the San Diego Area Regional Standard Drawings and Leucadja Wastewater Dist.Standard Specifications. Any existing utilities except as shown on these plans, however: s pecifications of the current Water Agencies Standards Committee (WASC). The Contractor Standard Specifications for Public works Construction. LEGAL DESCRIPTION Changes or Revisions therefrom shall e h I r hall an hereby Grading shall consist of a on • o all n ge o a be approved by the City Engines poor to any request for inspection. s d e Eby guarantee all work for a period of year after the date of acceptance. g at �e the construction t a cuts and fills shown on these puns and outlined in the earthwork The contractor is required to take due precautionary measures to protect any existing utilities The East Half of the South Half of the South Half of the Northwest Quarter of the specifications. All grading details shall be in accordance Wth the city of Encinitas Grading ordinance. 2. or structures located c orated at the work i I The Soils Report entitled PRELIMINARY ENGINEERING GEOLOGIC INVESTIGATION Pro t o site. t is the contractor's responsibility to contact the 2, Unless otherwise noted, all connections to existing mains will be,made b the Contractor, under P . " posed ,• • pl? ty , , Southwest Quarter of Section 4, together with the Northerly 26.00 feet of the West 9 Y LEGEND ITEM REFERENCE SYMBOL QUANTITY CO Exterior Improvements,3557 Lone Hill Lane, Encinitas,California prepared b Coast Geotechnical following owners of said utilities or structures nor to an excavation,for verification and p p p Y ,., p Y Half of the South Half of the South Half of the Northwest Quarter of the Southwest the supervision of San Dlegulto Water District, after payment of the estimated cost by the (Project No. P-512017)dated February 12,2007,the"Supplemental Geotechnical Report"dated location of utilities and notification of commencement of work: Quarter Of Section 4 T 13 S R 3 W in the City Of Encinitas County of San Diego DEVeloper. EXISTING ELEVATION x she September 13,2007,and the"Addendum Report and Grading Plan Review"dated September 20, 3F�S 2007,shall be considered as a part of this Grading Plan. All grading shall be done in accordance a. Sewers-Leucadia Wasterwater District (760)753-0155 State of California, according to United States Government Survey, being a portion PROPOSED FINISHED ELEVATION with the recommendations and specifications contained in this report. b. Gas&Electric-SDG&E (800)422-4133 of that Patented Placer Mining Claim know as the Dorothy Ann Placer Mining Claim", 4. All services to be constructed clear of driveways. EXISTING CONTOUR so situated in the Encinitas Mining - c. Water-Olivenhain Municipal Water District (760)753-6466 g District. 3. Approval of this plan does not constitute approval of sizes, location and type of drainage facilities, d. Telephone-Pao Bell (800)489-3441 APN 264-450-03 5. Utilities to maintain minimum 5-foot Separation when paralleling water services. SWALES AND FLOW DIRECTION - % nor of improvements within street right-of-ways. Separate approvals and permits for these shall e. Cable TV-Time/Warner Cablevsion (760)707-1000 PROPOSED CUT SLOPES SLOPE VARIES-2:1 MAX be required in conjunction with improvement plans. f. Underground Service Alert (800)422-4133 16. Water connections to this project shall have an approved backflow,device installed to the A A District's Satisfaction and Current Water Agencies Standards Committee (WASC)Standards. PROPOSED FILL SLOPES SLOPE VARIES-2:1 MAX T T T 4. Written permission shall be obtained for any off-site grading. 2. Contractor shall notify the City Engineer's Office 48 hours prior to beginning any work on this KEY MAP Backflow devices are to be installed directly outside City or County right-of-way or outside Water project. Phone: (760)633.2770 EARTH BERM DETAIL,SHEET 3 -a- SCALE: 1"=100' District easement. Repair,maintenance and annual testing of backflow device are responsibility of Owner. 5. The Contractor shall take any necessary precautions required t0 protect adjacent properties during AC PVMT AND BASE-DRIVEWAY 4"AC/6"CL it BASE 7,200 S.F. grading operations. Anything damaged or destroyed shall be replaced repaired to the Condition 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760)633.2770. 0 66 160 150 260 _ existing prior to grading. All Work performed without benefit of inspection will be subject to rejection and removal. CL II BASE DRIVEWAY&PARKING B"CL II BASE :r;. ?.? :}' 6,000 S.F. - BRICK PAVER DRIVEWAY 4"PAVERS/6"CL 11 BASE 3,300 S.F. 6• The developer shall be responsible that any monument or benchmark which is disturbed or � \ l ' � ""� \ ��� i �,� i I i I / � � / / destroyed shall bE re-established and replaced by a Registered Civil Engineer or \ y"\ \ \ 3 l I �\ 1 a Licensed Land Surveyor MASONRY RETAINING WALL SDRSD C-1 300 S.F. \ I iii I / •, devices, °r MASONRY RETAINING WALL SflRSD C•2 980 S.F. 7. The Contractor shall design,construct and maintain all safety including shoring,and \ F _ - I STRUCTURAL RETAINING WALL SEPARATE D shall be responsible for conforming to all Local and Federal Safe and health standards � I I _ --� --�- �._ .,,... , I e i RAT£BuIL ING PERMIT laws and regulations. � i �-_-_f ,/ � .-... � � � ROCK RETAINING WALL DETAIL,SHEET 3(NO PERMIT REQr:1) 300 S.F. / 8. Grading and equipment operating within One half(1l2)mite 4f a structure for human occupancy e __ ^I I BMP LANDSCAPE SWALE DETAIL,SHEET 3 2,200 S.F. II #"1 9 ' I I ------ t shall not be conducted between the hates of 5:30 p.m.and 7:30 a.m.,nor on Saturdays,Sundays ,�� ,. � � -- - -- , - and City recognized holidays. I Y' 8 F - - _ y 1 I '- / 12"60 PCC DRAIN INLET BROOKS 1212 10 EA p � 9. commence > \ m �l( �\ '1/2 - N 1/2 - $ 'I/ ° o i _J \ 4"PVCDRAINPIPE SDR 35 -s°-w- 230 L.F. No grading operations shall unt11 a pre-grading meeting has been held on-site with the � � �.; Ij _ .: c,� � I 1-178 w \_ .._ \ A 1/ c 1 �'> J _ 4 \ .' 't 4 NTI ! P!T , T 3 �RFIOE're €11SPIaRStON 0 AIL:SHE£ 25 C.F. following ere nt. CI Inspector, coil Engineer,:S Its n red or P , .. ET 3 se ,C _o Engineer,G 1 Oontratk ared. ., � 1lt C4 � , , . , . , » . / 9 people p City .p 9n 1?9 , < �� t I , tsl tie _ ,� 8 / P I . T m l h with m1 he r In satin shat b�scheduled I 1th C t least 48 a in G'1"I 'm e ttee ad ued the i s lea. hours advance EXIST r`k r k pfd 4 9 9 9 City EXS 2 WA E *tE ER 1 \ \ ,6 ''-_-__--_- I' R3W o � \ PREVA14i rte.@SMT - N 1 PVC WATER SERVICE LODE SCHD 80 -w 230 L.F. by calling (760)633.2770 FOR PROJECT lei r2 - , QL,\1 I r " � BACKFLOW DEVICE R ,.. . ^. I w I_ I 'Q` ' WAS STD DWG 0 I 2 64 P CL. 2--" I' ( / 2"FMC WATER SERVICE LINE ECHO 6o -w -w 450 L.F. 10. Prior to hauling dirt or construction materials to any proposed construction site within this project, i vi ruT sox I :\ 4-480-28' -4 60_2$ \ H the -S submit I approval m i n L I`- � e PVC SEWER LATERAL PIPE SDR 35 -s --5 625 L.F. e Developer shall ub t lD and receive app o from the City Engineer for the proposed haul s_ , . R t coM TtIBNGH � \ I j _. I \,, , Mon, 4 o-oa route. The Developer shalt comply with all conditions and requirements the City Engineer may _ *► . ROPO ` . I L, JUG 56EC GO CABLE)TO r 4°EWER LATERAL CONNECTION SDRSO DWG No.S-17 _s --s 1 Eq.PCL impose with regards to the hauling operation. - aT oRME 1vv 'ASSESSORF�S PARCEL Nwa �� G J L' 11. Upon final completion of the work under the grading permit,but prior to final grading approval w w v " w " ew s s-- i I I w and/or final release of security,an As-Graded certification shall be provided stating: "The grading - - - - - _ _ s I \ EARTHW ORK_ performed under Permit No.0570-G has been performed in substantial conformance with the RVICE L114E I I " �� �. TO APN 60.0 T 40 PRIVATE ROAD&UTILITIES x 3 E SERVICE- / a �� _ V \ �� EXCAVATION OF NATIVE SOILS TO FINISH PAD GRADES 2,750 CUBIC YARDS approved Grading Plan or as shown On the attached AS Graded Plan". This statement shall be I ESM PER DOC No.141757,BOOK 7768, w / - r- --- ` I w COMPACTED NATIVE SOILS FILL TO FINISH PAD GRADES 2,750 CUBIC YARDS followed by the date and signature of the Civil Engineer who-uer ifies such grading operation. Zk t+yrl4rt TED L AGE ass,OR..o7nvis69 _ / BARN Al cow°°° n PROPOSED TRANSFORME _�s ��`v IMPORTED CLII BASE FOR ASPHALT DRIVEWAY 150 CUBIC YARDS rt)Ci o I 284-460-01 w �� I m w GRA DING NOTES V�tiyy -fu I� l w _ EX TINE IMPORTED CLII BASE FOR CL II DRIVEWAYS&PARKING 200 CUBIC YARDS o - --264-460-02 __ __ - � of AC ASEM- r T d�h1. AtA�- TIMt _ -fp - , IMPORTED PERMEABLE CLII BASE (FOR ARENAS SUB-BASE) 1,200 CUBIC YARDS 1. All goading shall be observed and tested by a qualified Soils Engineer or under his/her direction. ndC. I -� a ARENA �`� -- lJ "� I $ �7 _ IMPORTED SELECT SAND FILL (FOR ARENAS SURFACE) 600 CUBIC YARDS Hs/She shah observe and test the excavation placement and compaction of tills and back tills I sE R LATERAL I and compaction of trenches. He/She shall submit soils reports as required and will determine I (£ 13 r' I I iE T E EXIST SEPTIC SYST - 264-4 i EXIST 12'E T SLl P -- IMPORTED SELECT FILL(FOR GARAGE AND BARN SLAB&FOUNDATION) 1,200 CUBIC YARDS P P eq r /� � _ � 3 � ' ----,, �wrw ae • No 2 0 1 978 EXPORT NATIVE EXCAVATION TO ALLOW FOR PAD CAP MATERIALS 1,500 CUBIC YARDS the suitability of any fill material. Upon completion of grading operations he/she shall state � I _r �� r - � � � m � - ---- - � � that observations and tests were made by him/her or under his/her supervision and that in I c 1 PpL 1 PO> his/her opinion, all embankments and excavations were constructed in accordance with the approved radio g g plans and that all embankments and excavations are acceptable for their w I OXlMATE LOCATION T \� ENVIRONMENTAL DATA intended use. ` \ i °' `. -A / E mw - 8 1/2 - 9 1 2 ` i 1 FWATE METER FOR SITE G \ 1. STEEPEST EXISTING NATURAL SLOPE ON-SITE -17°/" t �I .� I HODS£ aRA NW 1 4 _ aw 1/4 ARENA ` \ 14 l`__ ) f� j ��+ j ( \ I �� �� *PLACED All, W2"METER 2. The Contractor shall properly grade all excavated sulfates to provide positive drainage and prevent t t I EXISTING PROPANE TO B 4 - \ L.F.t) 2. MAXIMUM VERTICAL DEPTH OF CUT - 7.5 FEET 'Td$8 - Re \ ii I W ER RV ',[4ET A'<L© HILL LAN ponding of water. He/She shall control surface water and avoid damage to adjoining properties _� I " �_ r 'v_ 3 REP D WITH GAS FROM LONE HILL LANE �� I I gE : £ 3. MAXIMUM VERTICAL DEPTH OF FILL - 7 FEET Or t0 finished Work On the site and Shall take remedial meaSllf83 t0 prevent erosion of freshly '� '� '�° , L - _ _ TINELEC`n21C 1 _ 1 �' 4. AVERAGE DEPTH OF CUT - 2,750 C.Y.x 27/5.4 ACRES x 43,560=0.3 FEET graded areas unfit such time as permanent drainage and erosion control measures have been ,C\ 5. AVERAGE DEPTH OF FILL - 3150 C.Y.x 27/5.4 ACRES x 43,560=0.4 FEET installed. \ I - - - - _ oU 7Y rr e© w� 3. All areas to be filled shall be prepared to be filled and fill shall be placed in accordance with I I ,, I �- ' N I a a r the Standard Specifications. Al vegetable matter and objectionable material shall be removed ` �- / S CERTIFICAT �_ / I f he s surface which the M s t Loose 1l alluvial by the Contractor from t u ace upon w c I 1 o b placed Los_ f I and I I __ --``\ It Is ad t field conditions may require changes to these plans. It 1s further agreed that soils shall be removed to suitable firm natural ground. The exposed soils shall be scarified to f i - o the Owner(developer)shall have a Registered Civil Engineer make such changes,alterations, a depth of 6"and then compacted to a minimum of 90 percent. It shall be the Contractor's L ---- I `Z or additions to these plane which the City Engineer determines are necessary for and desireable responsibility to place,spread,water and compact the fill in strict accordance with the Specifications. -___ _,-� i ^ '� Z� f or the proper completion of the improvements. 4. Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth surfaces I I ��„ 2 -461-22 I We hereby certify that a Registered Soils Engineer or Geologist has been or will be retained to and uniform cross sections. The slopes of excavations and embankments shall be shaped, \ I I ~ ` supervise over all grading activity and advise of the compaction and stability of the site. 1-16 264-461-20 I planted and trimmed as directed by the Engineer of Work and left In a neat and orderly G7 284 461-21 �'\ I Development of this project shall comply with all requirements of State Water Resources Control condition. AI stones,roots and other waste matter exposed or excavation or embankment slopes \� / " Board(SWRCB) Order No. 99 08 DWG (N.P.D.E.S. General Permit No. CAS000002),Waste which are liable to become loosened shaft b removed and disposed of. The toe and top of all ,\ / -- MAd � -- � \ � 1/l `� � \ Discharge Requirements for Dischar es of Storm Water Runoff Associated with Construction slopes shall be rounded in accordance with the Grading Ordinance w �, a �\\ '� 9 eel 9 �'rGS C3i6 ����' �-•. Monitoring Program Plan ihefi�permit, Storm and implemented Pollution oncPilrireM Lion Plan(SWPPP)and 5. All trees, brush,grass,and other objectionable material shall be collected. piled or otherwise &j.� 6 r 9 o9 p with the commencement F4 ) O t n,,, SOILS ENGINEERS CERTIFICATE STATEMENT OF ENGINEER OF WORK of grading activities,and a complete and accurate Notice-of-Iment(N01)shall be filed with the SWRCB. disposed of off the site by the Contractor so as to leave the areas that have been cleared ,r J m . _ _ Q " N A of this project shall be filed with the City of Encinitas when received;further,a co of the " r 1, Q 2100 ..t I, MARK BURWELL, a Registered Civil Engineer in the State of principally doing cePt p I y copy a neat and finished appearance free from unsightly debris Approval of location of debris 1 , � � ,g , 9 California,' p P Y g The undersigned engineer agrees that the work performed b the engineer shall completed Ol \ 9 pe Y 9 ce p led N from the SWRCB shoring the permit number for this project shall be filed with the 1.08 business in the field of Applied Soils Mechanics,hereby certify that a sampling and study of the soil fill shall be secured from the Soils Engineer and City Engineer prior to the disposal of any xt -. ,, f � . . comply with the generally accepted standards and practices of the engineer's City of Encinitas when received. such material. / t RED conditions prevalent within this Site was made by us, or under our direction onJanuary 24,2007 g trade or profession. The engineer further agrees that the work performed herein ' EINGEMEERIING together with the Supplemental Geotachnical Report dated September 13, 2007 and the f GEOLOGIST Supplemental Geotechni I Report shall be in accordance with the rules and regulations required by the City of In addition,the undersigned and subsequent owner(s) of any portion of the property covered c„ tT pp ce po dated September 20,2007. Encinitas. The engineer agrees that any plan check or review performed by the by this Grading Permit No.570-G and by the SWRCB Order No.99-08 DWG and any subsequent AT P T r �1 t One complete copy of the Solis Report compiled from this study with our recommendations, has been amendments thereto shall comply with W ER SUPPLY LINES AND SEWER LATERALS art City of Encinitas in its capacity as a public entity for the plans prepared by the h p y t special provision as set forth in Section C.7 of SWRCB c submitted to the Office of the City Engineer. Furthermore,we have reviewed these Grading Plans and coo ONSITE WATER AND SEWER LINES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. certify hat the recommendations included in h original engineer is not a determination by the City of Encinitas of the technical Order No.99-08 DWG. FIRE SPRINKLER SYSTEM REQUIREMENTS ARE SHOWN ON THE APPROVED BUILDING - QF' __. �Y c ed the ong a Soils Report,and all following Addendums, sufficient or adequacy of he plans or design,n and it therefore d relieve N fi for this project have been Incorporated in the Grading Plans and Specifications. Y q Y p 9 em not eases PERMIT PLANS. SUPPLY LIMES FOR FIRE SPRINKLERS AND DOMESTIC WATER BY BE DIFFERENT �� %���°t�SIC� s��,y the engineer of responsibility for the plans or design of improvements based Date: y: Date:z�a,1'07 � THAN THOSE SHOWN ON THIS PLAN. LANDSCAPE IRRIGATION AND WATER SUPPLY LINES �. _,3�o a?T ! COAST GEOTECHNICAL thereon. The engineer agrees to indemnify and hold harmless the City of Encinitas G D ECKSTEIN IRIS ECKSTEIN O FOR THE BARN AND ARENA WATER SYSTEMS SHALL BE INSTALLED PER APPROVED LAND- ? "" couryrer msE A cs -1 to U SCAPE AND BUILDING PERMIT PLANS. SEWER LATERALS MAY BE RUN BY THE CONTRACTOR ; > �UJ 782 - } M' 779 Academy Drive and its officers, agents, and employees from property damage or bodily O. Box 9370 z tin d r Ex 12 .. v 7 J Solana Beach injury arising sole) from the negligent act, errors, or omissions of the en Rancho