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2002-7425 G (Plans) WORK TO BE DONE LEGEND: OWNERO S CERTIFICATE - GENERAL GRADING EAR THWORK: PROPERTY LINE 1. All work shall be .done in accordance with these 1. All grading shall be observed and tested by a I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST plans, the standard specifications for public works qualified soils engineer or under his /her Cut: = 178 CY, Fill = 9 CY, Export = 169 CY HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY EXISTING ELEVATION + AND AD ON THE COMPACTION AND STABILITY OF THE SITE. construction, the design construction standards of direction. He /She shall observe and test the the 'City of Encinitas and the San Diego area excavation placement and compaction of fills and ENVIRONMENTAL DATA: PAD ELEVATION PAD 1 p 4 48 rectional standard drawin Any changes or backf ills and compaction of trenches. He /She shall DATES Aln _ revisions therefrom shall be, approved b the Ci PP Y Y submit soils reports as required and will determine o ature FINIS H FLOOR ELEVATION Engineer prior to any request for inspection. the suitability of any fill material. Upon 1) Steepest Existing Natural Slope On -Site 3.5 feet t 13 /o completion of grading operations he /she shall state 2) Maximum Vertical Depth of Cut = ' 3 Maximum Vertical D of Fill = 1.2 feet FINISH GRADE ELEVATION 2. The soils report titled "Site Inspection, Proposed Residential Building Site that observations and tests were made by him /her or ) De P 195 La Mesa ", prepared by Soil Testers dated January 7, 2002 shall be under his /her supervision and that in his /her 4) Average Depth of Cut = 178 CY x 27 / 5,295 SF = 0.91 feet considered as apart of this grading plan. All grading shall be opinion, all embankments and excavations were 5) Average Depth of Fill = 9 CY x 27 / 255 SF = 0.95 feet TOP GRATE ELEVATION T.G. done in accordance with the recommendations and constructed in accordance with the approved grading specifications contained in said report. plans and that all embankments and excavations are INVERT ELEVATION I E acceptable for their intended use.' ADDITIONAL NOTES: 3. Approval of this plan does not constitute approval FLOW LINE ELEVATION E L. of sizes, location and type of drainage facilities, 2. The contractor shall properly grade all excavated A CONTRACTOR TO VERIFY SLAB SECTION PRIOR TO CONSTRUCTION nor of improvements within street right -of -ways. surfaces to provide positive drainage and prevent ) DECLARATION of RESPONSIBLE CHARGZ - DIRECTION OF DRAINAGE (Min. 1 %) Separate approvals and permits for these shall be ponding of water. He /she shall control surface AND SET PAD ELEVATION ACCORDINGLY. ` -; required in conjunction with improvement plans. water and avoid damage to adjoining properties or I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 4" PVC STORM DRAIN - -- - -- f to finished work on the site and shall take B) BOUNDARY AND TOPOGRAPHIC SURVEY BY HOPWOOD LAND THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 4. Written permission shall be obtained for any off- remedial measures to prevent erosion of freshly SURVEYING, 1940 HAMILTON LANE, ESCONDIDO, CA 92029, CLIVE J. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS site grading. graded areas until such time as permanent drainage HOPWOOD, LS 6800, PROJECT NO. 5509 DATED 08/17/01. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 6" PLASTIC CATCH BASIN - - --" - I and erosion control measures have been installed. w /4" min. riser r 5. Contractor shall take any necessary precautions I UNDERSTAND THAT THE CHECK OF PR DRAWINGS AND SPECIFICATIONS required to protect adjacent properties during 3. All areas to be f illed shall be prepared to be C) ALL QUANTITIES ARE APPROXIMATE. ACTUAL QUANTITIES WILL VARY. NIE BY THE CITY OF ENCZNITAS IS CONFI TO A REVIEW ONLY AND DOES NOT RE'T'AINING WALL (SDRSD C - 1) grading operations. Anything damaged or destroyed filled and fill shall be placed in accordance with shall be replaced or repaired to condition existing standard specifications. All vegetable, matter and RELIEVE ME, AS ENGINEER OF WORK, O1?' MY RESPONSIBILITIES FOR PROJECT SI prior to grading. objectionable material shall be removed by the SOILS ENGINEER'S CERTIFICATE TOP OF WALL ELEVATION contractor from the surface upon which the fill is A. Lambert & Associates 6. The developer shall be responsible that any to be placed.' Loose fill and alluvial soils shall 1, JOSEPH C. SMYTH, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA P.O. Box 90392, San iego, CA 92169 FINISH GRADE AT BOTTOM OF WALL 6. W. monument or bench mark which is disturbed or be removed to suitable firm natural ground. The PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY (858)546 -1018 destroyed shall be re- established and replaced by a exposed soils shall be scarif ied to a depth of 6 CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN / CONCRETE SURFACING ` registered civil engineer or a licensed land and then com p acted to a minimum of 90 percent. It THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN JUNE 1, 2001 AND �,, f surveyor. shall be the contractor's responsibility to place, JANUARY 7 2002. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS By: Date: I 'a spread, water and compact the fill in strict STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE Andrew Lambert PCC DRIVEWAY (SDRSD G-14) 7. The contractor shall accordance with specifications. desig construct and maintain CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THIS GRADING PLAN AND CERTIFY RCE 34949 V THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PRO JECT all safety devices, including shoring, and shall be I Expires 09/30/03 . SIDEWALK UNDERDRAIN (SDRSD D -27) --- responsible for conforming to all local, state and 4. Cut and f ill slopes shall be cut and trimmed to HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. federal safety and health standards, laws and f inish rade to p roduce smooth surfaces and uniform EXISTING WATER METER (TO BE PROTECTED IN PLACE) regulations. g P SOIL TE STERS cross sections. The slopes of excavations and p,O. BOX 1195 embankments shall be shaped, planted and trimmed as LAKESIDE, CA 92040 8. Grading and equipment operating within one -half directed by the engineer of work and left in a neat (619)443 - 0060 ' .(1/2) mile of a structure for human occupancy shall and orderly condition. All stones, roots and other FILE NO. 10299 M - not be conducted between the hours of 5:30 p.m. and waste matter exposed or excavation or embankment 7 :30 a.m. nor on Saturdays, Sundays and City slopes which are liable to become loosened shall be recognized holida removed and disposed of. The toe an - d top of all ,. J E C. SMYTH, RCE 216 0 1� "� STORM WATER RUNOFF INCLUDING ROOF DRAINS SHALL BE DIRECTED TO slopes shall be rounded in accordance with the 9. No grading operations shall commence until a PIKES 9/30/05 !2 �� #` v LANDSCAPED AREAS WHERE PRACTICAL FOR FILTRATION PRIOR TO ENTRY, pregrading meeting has been held ansite with the g g P Grading ordinance. INTO THE STORM DRAIN SYSTEM �u �i following people present: City Inspector, Civil 5 • All trees, brush, grass, and other objectionable CAUTION, EXISTING OVERHEAD UTILITY LINES G � 1 � 4 ` , Engineer, Soils Engineer, Grading Contractor and material shall be collected, piled or otherwise !� Z56- - -- 7 - z7 A, �• Q #� TC 1 0th. 3 (� t 0 �9P/V � t• Permittee. The pregrade meeting shall be scheduled disposed of off the site b the contractor so as to �' /,► 0 lea 4 with the City t least 48 hours in advance b P y G 99.? � '� � ' o 14 4� 6 q• o Y Y leave the areas that have been cleared with a neat -; _ _�� _ _ - mm � _ \y4 �10a� 0�• 4. �A calling 619 633 -2770. 10t }- ' . g ( ) and finished appearance free from unsightly debris. - ~�-"�! �[[ I �� e X 104-,2 4' t r, r} t7' /'+�� t$!/ /LO EIf/ /SE TA /N/NeF� ! } �, �© �('� � Approval of location of debris fill shall be 0'� fi b" ) 9 � © 10. Prior to hauling dirt or construction materials to !( J - ti , � �� } * Q g secured from the soils engineer and City Engineer �✓�C4 X43 N� €l�6"� !+ / ti• ^( V any proposed construction site within this project prior to the disposal of any such material. `' CONCRETE DRI`1EV�WAY \ DIR �' \ 1g p� the developer shall submit to and receive approval ,✓ , �` p , , - K 1 ° - ; D �' _� _ r• : �� \ 7.54. 1 1 `6. r from the City Engineer for the proposed haul route. EROSION CONTROL w ! The developer shall comply with all conditions and , 0 . 4 ' °,• - o w , requirements the City Engineer may impose with 1, In case em rg?�ncy work is required, contact OA � � T� ° 100 ••x, � o � _I. �. , , � y • regards to the hauling operation. LYN 659)4 810$ hone No.) !I~j '-=` �.. GIB g j °l' 104'r R "' �_ at� (P ;�-fi 1003 3' ! 102.1 1033,5,{ 11. Upon final completion of the work under the grading 2 Equipment and workers for emergency work shall be `c ��� permit but prior to final grading approval and /or made available at all times during the rainy ,� S�,q final release of security, an as- graded season. All necessary materials shall be ` I / , F tip_. S Lf certification shall be provided stating: "The stockpiled on site at convenient locations to grading under Permit No. 4z-5 - has been facilitate rapid construction of temporary devices performed in substantial conformance with the when rain is imminent. > L - ,.: =y ` F-11 /01 «C': approved grading plan or as shown on the attached TC 100 'ES ' �,� q,• b /gip /02.98 �. as plan" . This statement shall be followed 3 . Devices shown on plans shall not be moved or ! --;~� Sires rcAly '1 P ( L�, ,.. GTR 99, 7 I , �;,. ► by the date and signature of the Civil Engineer who modified without the approval of the Engineering I l ► 1Jb :�' 05 ' certifies such grading operation. Inspector. 100. J I�oGR ��r 3 do 3 �, ^ , o ,103 >' NOTIFICATIONS 4. The contractor shall restore all erosion control his ; '"-'- �` devices to working order to the satisfaction of the °(� �� FF. ©• /`' 1';?• t i SCRE ' 1. The existence and location of underground utilit City Engineer after each run -off producingI -- " o� /d`•d� " I 1A� /Cll"�I }EN g Y Y g Z °. ��00' i 4.7Y �p 4. 4 { ENCE pipes and structures shown on these plans were rainfall. 30 t, _�, ei obtained by a search of available records. To the best of our knowledge there are no existing 5. The contractor shall install additional erosion TC 1C?,_ ' oo, ' ' 105,4' utilities except as shown on these laps however: control measures as may be required by the City z ;R gg' En din operation or - ' . /°��"i 1 3 � 10 1 P P } - o �o Engineer due to an incomplete grading p g l { 1 Gtr.., _ 7o I 4'!'vG contractor is required to take due unforeseen circumstances which may arise. - ATE GE rP� ' - Io ) l / _ _ SCREPd The n qu X,s� w TES IN fGA 1 > . _ _ --„e_ _ ~ _ precautionary measures to protect an existin _ - { } WALL P rY P Y g ., �� PR orE� _i ' Z. ' - -_ •' ___ - -- N 89'� " /':a'7 "� ` a.:�.�•,�'j ��, ; S .- � � /o � ..L. .; 3 z 1 utilities or structures located at the work 6. The contractor shall be responsible and shall take 1 1.9 1 J7.0 site. It is the contractor's responsibility necessary precautions to prevent public trespass /w u�•oF&PAA /w � /�, � "' owners of said onto areas when impounded waters create a hazardous ^ i Al I� �xk5i k to contact the following P M[.�.�o , \#( ti � ,�' h 10.0 103.3" SCREEN ° 10.'I.a• utilities or structures prior to any condition. O B A ir g �N I 1 kl! U <rY�►) r�IALI �.. ' ®p . ( utilities and notification of commencement of N ON �I R Bv1 o EX�sr i I# 1a - ,r41Y ,tit' /ST 4&AAE & �TYf'� _ (ro t� excavation, for verification and location of :�� i 7, All erosion control measures provided per the r%� -- Gr p p I I NEi✓ E7�9 /,V /! .4[l work: approved grading plan shall be incorporated hereon. v w LL 45 2' ; ti! 6 ' c> �o o TC 100 .1' d { t M N €rte 45 AETAIw -' *4 tl drain away from the face of slope at the conclusion 0 GTR 99.4 a. Sewers - Cardiff Sanitation District (760)633 -2780 8 . Graded areas around the project perimeter must �, hl oa ,�. # • J j �, � �v AS V -Cf0ev s of each work da ( 800)227-2600 Y Puebla Bt c. Water - San Dieguito Water District (760)633 -2650 9. All removable protective devices shown shall be in , (, b, Gas &Electric - SDG &E pe r day when the five place at the end of each working y NOTE: RETAINING WALLS TO BE TYPE 1 PER SAN DIEGO REGIONAL `,F�� o, Gu ��R rain probability forecast exceeds fort Fsiaaf "" d. Telephone - Pacific Bell (800)22 ? -2600 (5) day Y Y STANDARD DRAWING C -1, H(MAX) =3 8 �� ___ 4 - __ _ C ! „ r Silt and other debris shall be / INDICATES GRASS OR LANDSCAPED STORM WATER CLEANSING AREA TO B percent (40$). - e. Cable TV - Daniels Cable 800 227 -2600 removed after each rainfall. E PRIVATELY MAINTAINED AND NOT MODIFIED WITHOUT OBTAINING A neon st ( ) PERMIT FROM THE CITY OF ENCINITAS. t rpheustrark 10. Should germination of hydroseeded slopes fail to p 2. Contractor shall notify the City Engineer's p ( ic N office 48 hours prior to beginning any work on provide effective coverage of ded slo es 90� 10 0 10 20 - 30 graded a Saxon PI' this project. Phone: (619) 633 -2770. coverage) prior to November 15, the slopes shall be ■ stabilized with punched straw installed in accordance with Section 35 .023 of the Erosion and SAN DIEGUITO WATER DISTRICT �; ,i 0 e 24 ours notice on a State of -� s paulLckz The contract r shall giv h u ports p ark • Control Handbook of th GRAPHIC ScA[E 3 calls for inspection. Phone: (619) 633 -2770. Sediment r Califo Department of Conservation. APN: �.__ -- per_ 12 -�y�mZ a P _., ��� � ArYOyo 13r fb All work performed without benefit of REVIEWED BY DATE � inspection will be subject to rejection and 256- 361 -28 W Ro F .� SIGNATURE EXPIRES 2 YEARS removal. 11. The property owner is obligated at all times to insure compliance with O DATE SIGNED` all federal, state, and local standards for storm -water pollution prevention OWNS R/PERMITTEJE: and the National Pollutant Discharge Elimination System. BMPs (best - tpckoaq $tru ' _ DEC_� RaC �iN1f�R PORTIONS OF LOTS 7, 8, & 9 IN a management practices) shall be implemented and maintained to effective) ..r Y LA ut..��E�� .� BLOCK "C" OF NORTH ENCINITAS, IN vle�ao,n - prevent the potential negative impacts of this projects construction activities g4"g ENCINITAS FIRE DEPART storm water quality. 125% of all supplies needed for BMP measures shall I} S. PLCRM1, 10 isEAL'{ H2�3 THE COUNTY Of SAN DIEGO, STATE on s q y PP ACCORDING TO MAP r K �, n; e in a manner that allows full deploy and THEREOF NO. 1845 FILED IN THE eNc- tNl �iL OF CALIFORNIA, J K be retained on the lob sit � f ,� _ Ca '� ENGINEER OF WORK complete installation within 48 hours or less of forecast rain. c-p► X1'2 -�2 • c� rl Lambert & Associates P NoText