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2009-10187 G (Plans) GENERAL NOTES NOTIFICATIONS GRADING PLAN _ SAN_DIEG_UITO WATER DISTRICT NOTES WORK TO BE DONE 1. All work shall be done in accordance with these plans, the Standard Specifications for Public 1. The existence and location of underground utility pipes and structures shown on these plans 1. Review of this plan by San Dieguito Water District does not constitute a representation as to The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering 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 the accuracy of, the location of, or the existence or non- existence of, any underground utility, Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications San Diego Area Regional Standard Drawings and Leucadia Wastewater Dist. Standard Specifications. Any existing utilities except as shown on these plans however: LEGAL DESCRIPTION pipe or structure within the limits of this project. for Public Works Construction. Changes or Revisions therefrom shall be approved by the City Engineer prior to any request for inspection. -- - -- Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork The contractor is required to take due precautionary measures to protect any existing utilities A PORTION OF LOT 19 IN BLOCK "E" AND A PORTION OF BLOCK "F" 2. All existing facilities which may affect final design, i.e., line crossings, line paralleling, or proposed specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. ACCORDING TO MAP No. 2114, RECORDED JUNE 19, 1928 connection shall be field verified. All existing or proposed utility crossings within 10 feet of 2 - The Soils Report entitled "Geotechnical Investigation & Recommendations for the Proposed Kazmierowicz or structures located at the work site. It is the contractor's responsibility to contact the proposed water mains shall be shown on improvement plans. Electrical and sewer to cross Residence to be Located at 1603 Crest Drive, Encinitas, California" prepared by Engineering Design Group following owners of said utilities or structures prior to any excavation, for verification and IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, under water mains unless given written permission by San Dieguito Water District. ITEM REFERENCE SYMBOL QUANTITY (Project No. 084355 -1) dated July 28, 2008 and updated March 27, 2009, shall be considered as a part of location of utilities and notification of commencement of work: STATE OF CALIFORNIA this Grading Plan. All grading shall be done in accordance with the recommendations and specifications 3. Contractor and Owner are responsible to relocate and!or adjust to grade any existing water L 18" PCC SQUARE GRATE INLET BROOKS 1818 3 ea. APN 262- 032 -55 & 262 - 023 -14 09 -016 CDP facilit fire h Brant, meters, valves, valve boxes, etc. which is affected b their standards. contained in this report. a. Septic - County Health Dept - No Notification Req'd (760) 471 -0730 y ( Y ) Y • e If facilities do not meet standards, then they shall be upgraded to current standards at owners y b. Gas &Electric - SDG &E (800) 422 -4139 � - t - ABS ATRIUM GRATE INLET (Green) NDS 991 Q 11 ea. ) 3. Approval of this plan does not constitute approval of sizes, location and type of drainage facilities, c. Water - San Dieguito Water District (800) 422 -4133 expense. � \_ \- ' �� \-J \ -"✓ nor of im rovements within street right-of-ways. Se crate a royals and ermits for these shall i0. i o" a� a s SRS � �' S D - T f. p p pp p d. Telephone - Pac Bell (800) 489 -3441 T ax,rt cx« csr^� & °`��" s 4. Utilities to maintain minimum 5 -foot separation when paralleling water services. 8" PVC STORM DRAIN PI SDR35 -sp- sn- 15 Lf. be required in conjunction with improvement plans. e. Cable TV - Time/Warner Cablevision (760) 707 -1000 A € �t � � w➢ Cable "x t LN f. Underground Service Alert (800) 422 -4133 "R `'i x Y FMK °s M - ° 5. Minimum horizontal separation of 10 feet required between fire hydrants and San Diego 6" PVC STORM DRAIN PIPE SDR35 -SD- 6 11 sn- 280 I.f. 4. Written permission shall be obtained for any off -site grading. ,e A g - " �� ' �; Gas and Electrical vaults. 1 noti Ci ty g p be y c _ a =r m .T u PERHtti M 4" PVC STORM DRAIN PIPE SDR35 -Sit SD - 400 I.f. WLW g 2. Contractor shall noti the Ci En Office 48 hours p to be innin an work on this craw !s? 6. All water services to be constructed clear of driveways all other traveled was Water 5. The Contractor shall take any necessary precautions required to protect adjacent properties during protect. Phone: (760) 633 -2770 �� "' S n aN °° rvouvmr °° Y Y grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition e . moo ., Ore � "° "A meters must be in front of the parcel they are serving. l 4 r � g• DRIVEWAY GRATE DRAIN ACCO DRAIN K100S =nr El 30 Lf. existing prior to grading. 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760) 633 -2770. SITE � f � All work p erformed without benefit of in will be subject to rejection and removal. swmwaLE M ; �N?S (, B N GRAVEL /SAND FILTER SWALE DETAIL, SHEET 3 > > - =>; , -1 375 I.f. P 1 1 • nuntrr TEN 6. The developer shall be responsible that any monument or benchmark which is disturbed or rxN- 1 s -1 ,Z °f a r.PNroN PCC BROW DITCH SDRSD D -75 G� 100 Lf. destroyed shall be re- established and replaced by a Registered Civil Engineer or - "MM '« �I. C7 ORSNfk JUDY a Licensed Land Surveyor to all Local, State and Federal Safety onsible for conforming o & ' N n CT _ aJ9 AC PVMT AND BASE 4" AC / 6" CL II BASE 6,600 s.f. 7. The Contractor shall design, construct and maintain all safety devices, including shoring, and Ei ° RMINSr An sir«i w,nv °� ENVIRONMENTAL DATA shall be responsible I lk 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE - rMANrIJL - - - � PCC PAVEMENT AND BASE 5 1/2 " AC / 6" CL II BASE 4,000 s.f. Y and health standards, { " :n "" 77% laws and regulations. °Lw x E, caNra° /^ 2. MAXIMUM VERTICAL DEPTH OF CUT - 5 feet KEYSTONE RETAINING WALL CENTURY BLOCK UNITS 855 s.f. 4)RST g �>w+a* 3. MAXIMUM VERTICAL DEPTH OF FILL - 3 feet 8. Grading and equipment operating within one half (1/2) mile of a structure for human occupancy 9` 3 LA, 0 E A ` � R � � � � 4. AVERAGE DEPTH OF CUT - 450 c.y. x 27 / 1.27 x 43,560 sq ft = 0.2 feet KEYSTONE RETAINING WALL STANDARD BLOCK UNITS 8CXXXX.)C=XX, 400 s.f. shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays w - E 5. AVERAGE DEPTH OF FILL. - 450 c.y. x 27/ 1.27 x 43,560 sq ft = 0.2 feet and City recognized holidays. � 1" DUAL METER WATER SERVICE WAS STD WS -09 W �1✓ 1 ea. 9. No radin operations shall commence until a pre - grading meeting has been held on -site with the VICINITY MAP g g 2" PVC WATER SERVICE LINE SCHD 40 PVC; _W _W 575 I.f. following people present: City Inspector, Civil Engineer, Soils Engineer, Grading Contractor and NO SCALE Permittee. The pre - grading meeting shall be scheduled with the City at least 48 hours in advance "FIRE LANE - NO PARKING" SIGN EFD STANDARD 11111, 6 ea. by calling (760) 633 -2770 r 10. Prior to hauling dirt or construction materials to any proposed construction site within this project, NEW IMPERVIOUS SURFACE AREAS - 12,600 sq ft the Developer shall submit to and receive approval from the City Engineer for the proposed haul I t Improvements) route. The Developer shall comply with all conditions and requirements the City Engineer may 252-022-08 (Excludes Building 1 / 9 Footprints p and Public Street p rovements ) 2e2- 022-09 1 impose with regards to the hauling operation. _. _ _ _ _ _. _ - - - _ - - J 1 1 _ _ --- - -- -- - - - - - _ ._ _ _ -� : 282023 -'1 - 1 1 EARTH_WORK__ 11. Upon final completion of the work under the grading permit but prior to final grading approval I - - - - - - - - - --- - _ 1 EXCAVATION: 450 CUBIC YARDS OVEREXCAVATE & RECOMPACT: 650 CUBIC YARDS and/or final release of security, an As- Graded certification shall be provided stating: "The grading 25' 25' I - - J FILL: 450 CUBIC YARDS performed under Permit No. 10187 -G has been performed in substantial conformance with the - J approved Grading Plan or as shown on the attached As- Graded Plan ". This statement shall be w 262 - 022 -62 I 1 _ 1 SHRINKAGE / SURFACE LOSS (0 %): 0 CUBIC YARDS IMPORT/EXPORT: NONE followed by the date and signature of the Civil Engineer who certifies such grading operation. 1 PARCEL - 1 - o N 262-022 -63 I 1 �I _ - __ ; --- _____._.___ - - - - -- _ 1 LEGEND -- SYMBOLS &ABBREVIATIONS v - ---- ,--- -_ -_.� PM 203169 _ 1 GRADING NOTES _ _ J SYMBOL DESCRIPTION - - - -- - � 2 82- 022-43 \� � 1 " 1. All grading shall be observed and tested by a qualified Soils Engineer or under his /her direction. M - 'J 2/" DIRECTION & SLOPE OF SURFACE DRAINAGE He /She shall observe and test the excavation placement and compaction of fills and back fills RI N79 05820 "E and compaction of trenches. He /She shall submit soils reports as required and will determine 63.49' \ Nza °19'34 "w zo.6z' 1 a1 2 - EXISTING CONTOURS DRIVE PARCEL 2 J the suitability of any fill material. Upon completion of grading operations he /she Shall state 11 °E DN864 262- 080 -10 1230 - SP OT ELEVATION that observations and tests were made by him /her or under his /her supervision and that in N 79 ° 42'11" E 259.18' 1 - N66 9631_ N86670'zz°w262-022.42 his /her opinion, all embankments and excavations were constructed in accordance with the ________________ __ _- --- 55' 1 TC -TOP OF CURB ELEVATION a roved radin tans and that all embankments and excavations are acce table for their - r''►.: °5o'g" J GR - GRATE ELEVATION PP g g p P N 79 °42'11" E 254.50' - W 368.89' intended use. X 3 Nz21>W� %; J FG FINISH GRADE ELEVATION 282082 -39 inh N2s2 �4UQ. FS FINISH SURFACE ELEVATION 2. The Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent C ;1 01° o I 032 -40 %' -- 282- 032 -37 o a $ITE pond h N ing of water. He /She shall control surface water and avoid damage to adjoining properties G � z 2if2�9f �$; FF FINISH FLOOR ELEVATION or to finished work on the site and shall take remedial measures to prevent erosion of freshly o 21 _I_ _ 85 23' g ; raded areas until such time as permanent drainage and erosion control measures have been " �_ o LE. INVERT ELEVATION P 9 - - -- 254.50' - mz _� -_- 22924' - - - -- , installed. 4 a ° .97 ' m N 79 42' 11" E 568 I M PCC PORTLAND CEMENT CONCRETE M 262 - 032-47 i M V EXISTING OPEN SPACE EASEMENT / g. j PROPERTY LINE 3. All areas to be filled shall be prepared to be filled and fill shall be placed in accordance with Z GRANTED TO THE CITY OF ENCINITAS the Standard Specifications. All vegetable matter and objectionable material shall be removed ° PER DOC No. o9- oi$038 A _, Rec 7 ,2009 - COMPACTED FILL by the Contractor from the surface upon which the fill is to be placed. Loose fill and alluvial - -.SEE SHEET 2 1 STEEP SLOPE OPEN SPACE EASEMENT (0.90 Acres) soils shall be removed to suitable firm natural ground. The exposed soils shall be scarified to FOR PRIVATE ROAD DETAILS 1 TURF AREA BMP NOT TO BE MODIFIED a depth of 6" and then compacted to a minimum of 90 percent. It shall be the Contractor's J WITHOUT A PERMIT FROM THE CITY responsibility to place, spread, water and compact the fill in strict accordance with the Specifications. SEE SHEET 3 J FOR PAD GRADING DETAILS J 4 Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth surfaces 1 and uniform cross sections. The slopes of excavations and embankments shall be shaped, TOPO SURVEY NOTE: planted and trimmed as directed by the Engineer of Work and left in a neat and orderly KEY MAP Existing contours and spot elevations shown on this plan are based on the City condition. All stones, roots and other waste matter exposed or excavation or embankment slopes of Encinitas aerial topographic maps and detailed spot elevations from a field o which are liable to become loosened shall be removed and disposed of. The toe and top of all NO SCALE topog surve p erformed b Wayne Stutzman Survey Ma slopes shall be rounded in accordance with the Grading Ordinance y p y In y y g pp In g on 12/05/04 and 06/07/08 N v rn 5. All trees, brush, grass, and other objectionable material shall be collected. piled or otherwise disposed of off the site by the Contractor so as to leave the areas that have been cleared (.0 with a neat and finished appearance free from unsightly debris Approval of location of debris STATEMENT OF ENGINEER OF WORK SOILS ENGINEERS CERTIFICATE OWNERS CERTIFICATE fill shall be secured from the Soils Engineer and City Engineer prior to the disposal of any The undersigned Engineer agrees that the work performed b the Eng ineer shall comply with the I, ERIN E. RIST, a Registered Civil Engineer in the State of California, principally doing business in It is agreed that field conditions may require changes to these plans. It is further agreed that 9 9� 9 P Y 9� P Y 9� 9� P p Y 9 a such material, generally accepted standards and practices of the Engineer's trade or profession. The Engineer the field of Applied Soils Mechanics, hereby certify that a sampling and stud of the soil conditions the Owner (Developer) shall have a Registered Civil Engineer make such changes, alterations, 9 Y ' P P 9� P 9 PP Y Y p 9 Y lY further agrees that the work performed herein shall be in accordance with the rules and regulations prevalent within this Site was made by us, or under our direction on May 6, 2008. One complete copy or additions to these plans which the City Engineer determines are necessary for and desireable 0 required by the City of Encinitas. The Engineer agrees that any plan check or review performed by of the Soils Report compiled from this study with our recommendations, has been submitted to the for the proper completion of the improvements. 0 the City of Encinitas in its capacity as a public entity for the plans prepared by the Engineer is not a office of y certify Z f the City Engineer. Furthermore, we have reviewed these Grading Plans and certify that the determination by the City of Encinitas of the technical sufficiency or adequacy of the plans or design, We hereby that a Registered Soils Engineer or Geologist has been or will be retained to and it therefore does not relieve the En ineer of res onsiblit for the lans desi n of im recommendations included in the original Soils Report, and all following Addendums, for this project W 9 P Y p or 9 P rovements supervise over all grading activity and advise of the compaction and stability of the site. 2 SAN DIEGUITO WATER DISTRICT based thereon. The Engineer agrees to indemnify and hold harmless the City of Encinitas and its have been incorporated in the Grading Plans and Specifications officers, agents and employees from property damage or bodily injury arising soley from the negligent S�L2�09 OJ R EVIEWED BY: act, errors or omissions of the Engineer and his /her agents or employees actin within the course and ENGINEERING DESIGN GROUP g 9 g 2121 Mon[iel Road By: _ Date: W scope of such agency and employment and arising out of the work performed by the Engineer. San, 92069 QppFE. BILL & ADE KAZMIEROW 0 LU $•ZP - e 9 (760) ) 839 839 -7302 2 Mt E. Ry 2118 Poppyfield Place RESOURCE DEVELOPMENT CORPORATION Project No. 084355 -1 `r� FZ Encinitas CA 92024 ii ri lL NAME DATE DC 11 it AS -BUILT 2410 Stromberg Circle RE F � , (760) 274 -6049 iY Approval Expires 2 Years After Date Signed 10 4 ( No. 65f22 m Z) Carlsbad, CA 92010 �`� BRIAN y (760)942 -1106 Email:rdc @rdc2000.com w DONALD m B 5 -22• °1 Exp.9/30/30pq ���e O PLANNING & BUILDING DEPARTMENT PUBLIC WORKS DEPT PARKS & RECREATION DEPT • BMP STATUS fn Job No. JN08 -007B No. 26175 ERIN E. FIST, RCE 2 Date BRIAN DONALD 7 W , RCE 261 � CIVIL NIA License Ex iY E 3/31/2010 REVIEWED AND APPROVED BY: REVIEWED AND APPROVED BY: REVIEWED AND ROVED BY: B Y LL Professional _�� * License Expires PRIORITY p G „ 0� �`Q q(go�LOO -�- [n¢ TURFB 6E LOCK SAND FILTER AND LANDSCAPE REVIEWED BY: 7 �0 / ��� BRIAN DONALD, RCE 26175 �- ate � CA�1FOP 1 AREAS MAINTAINED BY OWNER OF APN W yZ , �- 4S 2y 0`( �' License Expires 3/31/10 262- 032 -55 AND 262 - 023 -14 PER PRIVATE Z NAME. DATE -T_ NAM DATE ME DATE STORMWATER MAINTENANCE AGREEMENT _ DOC: No. 1001- C92$0381 DATE 5- ,27 -09 INSPECTOR Date Z W REVISIONS APPROVED DATE REFERENCES DATE FIRE DEPARTMENT SCALE BENCHMARK ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 1 S f3✓1 L-1 • O o •/ • 70 REVIEWED AND APPROVED BY: CITY OF ENCINITAS CONTROL POINT No. 1039 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDEDS APP GRADING AND DRAINAGE PLAN FOR: A,,��. �j,, NOR TTYOFEN WEST B RASS DISC IN OF DRIVE , � KAZMIEROWICZ RESIDENCE 10187 -G / /- ` �`�' y � O � j �J� S /�Y109 HORIZONTAL AS NOTED NORTADRAF BIRMINGHAM IVE AND BY: By LAKE DRIVE IN THE MIDDLE OF THE CURB RETURN CITY ENGINEER 8 NAME DATE VERTICAL AS NOTED BRIAN DONALD, RCE 26T75 DATE: `rr DATE: 5 127 ( 04 DATE: g rIALFID2 - 1603 CREST DRIVE, ENCINITAS ELEVATION: 323.98 DATUM: NAVD88 License Expires 3/31/2010 09 -016 CDP SHEET 1 OF 6 Ig RESOURCE DEVELOPMENT CORPORATION JN08 -009B RAW CREST DRIVE R/� 50' >a LL CIL Z <N ro 25' 25' n+ m n m LL v 400 S M EXISTING GRADE 00 LL 400 � Il' 13' 6.5% 1.6% " m ¢i .o y m 50' VERTICAL CURVE 6.5% 3.2% - ^ mr PIc375.4 @4 +25 u - - - - - - -------------- ~v 5.6% o: LL' 100'VERTICALCURVE _ 390 - - - - -- FINISH GRADE" ^ Gl = -5.6Y° G2 = -17.1% v - - -- .. N m 6.4Y DRIVEWAY m EXIST F5 ATN'LYEDGE - -- ----- ---- - - - - -- ___- _______ �� M^ N N G1 = -17.1% G2 = -2.0% 39 0 NEW AC PAVEMENT - - - - - -- + m m a 380 AC PVMT -- - - -- w 380 n m O g V) 370 370 NJ m - m 360 n AI + - - F2 360 350 350 PROFILE - PRIVATE ROAD 1" = 20' HORIZONTAL & VERTICAL _ i I j ' 1 � Lu • ciR1Fr1TH 1 EXISTING FENCE EXISTING FE E EXISTING 20' PRIVATE ROAD TO REMAIN \�N APN 28 2 - 023-26 TO BE REMA N AND UTILITIES EASEME T �� k 262-022-42 SEE LETTER OF PERMISSION TO GRADE OFFS E 1 \j1I L J_. EE F JJ SEE PROFILE ABOVE FOR EXISTING AND PROPOSED C/L ELEVATIONS N 79 5820" E 63.49' ��� PARCEL 2, pl \j1 2 '03 i 9 BY TED AND JOYCE` GRIFFITH DATED 2009 --- - -- - - -- r N 282 -022- ----------- -- - - -- - i_,.. -.._ EXISTING FENCE , W "FTR €.LANE - EXISTING FENCE_ EXISTING PP TO REMAIN NEW AC PAVEMENT 6 31 N 69`12 11 5 6�c Q TRASH�gIN AR�a,, 2 YJ O PARKING' - -- TO BE REMAIN TO REMAIN - -- - L259.1 79 ' E TO REMAIN IN PLACE �-" _x SIGN (TYP) u` - -_- - - .� k ° _ - _"t _- �► _.. :�' -^r. Wit-_ 7h+ - �� -� P /L - ------ -��r"^ �.6W ,.4 ,e _ g +T3 • BVC r. a„ EXIST TEL POLE i I r S6% N x I TURF AREA BMP NOT TO BE MODIFIED - - - -- - - -- -- a n 25v N PP!! P27 w_ RE MOVED N w WITHOUT A PERMIT FROM THE CITY V O +OOIPriv � A OBE RE L� �1 J _ CROSS SLOPE +50 1+00 -1+ 2 +� ., 2 +50 V _, a '; .. ^1x • t g ' TRANSITION N 2 -2" CH WA i I -1 TI i � : v�"� /�� , a• �.,j yp Fl.� .. 7./ �3... yip *Sa _..,� , - °n -1/ - Y�- •Y - fl__ _ l '4E ftTi �-Y '�V -V V _V -V r- -V -V _V -- -V -: -V -V -V -V V -V -w ,y `.Q l'!� _ kQ Ar- 1� 1 i G Rt-_ V .� _. w g GRAVE- PARKING -'-` -. -- V " v -- - - - - - - - - - - - - - - - - - - - - - - - - -- -� _ °1•B PRIVATE ROAD & UTILITIES EASEMENT r 254.50 N ° 42'11" E _wog p F- E PER DOC No. 2009- 01lio3T3 INSTALL NEW 1" DUAL WATER S ERVICE EXISTING FENCE X Q u Q Z N W I 20' ro 2:7 CU e v v 9 27" PER WAS STD WS-09 TO BE REMAIN NJ }C!� f 2 62 - 032 - 37 `c� HARRI P/L F- Or K M, , ^ w y I QUITCLAIMED PER DOC No. 2009 O ROAD UTIL R ecS-a6 EM OO A - SIOAE `v z w EXIST Ad PVMTi ,J1V F Q Q C I i • TRENCH REPAIR PER CITY STD O <Z ,O0 a y 1 I > LL�1 I 'b4� AND DOC NO. 2009 - OIl�$ RBC ,2009 I^7 CONSTR ICTI NOTE: ALL ROADWAY HALL 2 > W W AND BE MAINTAINE REE AND CLEAR, INC DING 411 ~ Z 2 ~ I W BE A MINIMUM Q 0= OF 16 FEET IN WI H DURING CONSTRUCTION N a Q W _ C7 25' LU 0 z j W 0 2$' THE PARKING OF VEHI ES, IN ACCORDAN E WITH > 0 F- CC w U) i THE FIRE CODE AND TH AND FIRE DEPT. H 3= W Z II t� l i p,�. r i o p LU 3 U ¢ j INJI�J ra E E GRANTED TO THE CITY OF EN NIT NT " / \ i G W 7 i In w I r r PER DOC Nd.2009 - 017$3 SS RRe,�- 2409 �.. ' CCESSORY UNI c n ,r H APN 262 I - '032 -'v3 5 a w p Z I SEE LETTER OF ERMISSION TO GRADE OFFSITE Q N BYGAIL ING'OATED AO ,2009 O p x I i I 25 P/L PIL / I � •� \_ I I I E XISTING 28' PANHANDLE HOUSE +� EASEMENT 0 0 EXISTING 20' PRIVATE ROAD SEE SHEET 3 1 r I FOR AND UTILITI PROJECT S PLAN PRIVATE ROAD GRADING DRAINAGE i 1 1 N - 16' to 18' EXISTING FENCES TO REMAIN OIL SCALE: 1 " =20' I ! s G,ARA6E _ NEW AC PVMT &BASE LOCATION VARIES I GRAVEL FILLED TURFBLOCK 0 10 20 30 40 50 ____ 0 ____ 2' —+{ AC PAVEMENT & BASE 1 �k CL 2% 2' f- 2% ^- PER TYPICAL SECTION 0 1 - _ O ICY ---- - - -___ PROP SED GRADE - -� �� MIN 4 AC I6 CL II BASE IL --- -- :. \ W EXISTING GRADE TURFBLOCK AND GRAVEL (SAND FILTER TRENCH. SEE DETAIL AT RIGHT 8 mil POL - SLEEVE LINER BOTH SIDES AND BOTTOM 0 O STRUCTURAL SECTION NOTE: GRAVEL I SAND FILTER O 3 PARTS WASHED SAND _J STRUCTURAL SECTION SHALL BE BASED ON R-VALUE TESTING OF THE SUB -BASE TO 1 PART 318^ PEA - GRAVEL UJ MATERIAL AT THE TIME OF CONSTRUCTION BASED ON A TRAFFIC INDEX OF 4.5 4" PERFORATED Pvc UJ THE MINIMUM SECTION SHALL BE 4" AC PAVEMENT OVER 6" CLASS II BASE, WRAPPED IN DEWITT FILTER SOCK 0 W -nEp CIVIC � V BRIAN G' Z) TYPICAL SECTION - PRIVATE ROAD TURFBLOCK AND GRAVEL / SAND FILTER ��' DONALD o NO SCALE NO SCALE No. 26175 W CIVIL J+ Professional �9T�OF CAS \PCPs` w w 2 0 2 REVISIONS APPROVED DATE REFERENCES D T E BENCHMARK SCALE ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w 1 As 13a^�T , p CITY OF ENCINITAS CONTROL POINT No. 1039 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING AND DRAINAGE PLAN FOR: 2.5" CITY OF ENCINITAS BRASS DISC IN TOP OF CURB 10187 -G NORTWEST QUADRANT OF BIRMINGHAM DRIVE AND HORIZONTAL AS NOTED BY: BY: KAZMIEROWICZ RESIDENCE LAKE DRIVE IN THE MIDDLE OF THE CURB RETURN r CITY ENGINEER VERTICAL AS NOTED BRIAN DO D, CE 6 DATE: DATE: S/27 DATE: ."r/of 1603 CREST DRIVE, ENCINITAS ELEVATION: 323.98 DATUM: NAVD88 License Expires 3/31/10 CDP 09 -016 SHEET 2 OF 6 0 RESOURCE DEVELOPMENT CORPORATION JN08 -009B GRADING and DRAINAGE PLAN - - BEST MANAGEMENT PRACTICES AND DRAINAGE NOTES 1) All Best Management Practices (BMP's) features shown on this plan shall be constructed \ % SCALE: 1 ° = 10' \ in accordance with the approved and permitted Grading Plans. BMP's shall not be removed \\ ; or modified without a permit from the City of Encinitas. i i 1 \ j 0 5 10 15 20 2) For stormwater pollution control purposes, all runoff from roof drains shall discharge onto N 79 0 58'20' E 63.49' \ ! grass and landscaped surfaces nor to collection and discharge into the existing 6" PVC -------------- - - - - -- 1_`� - -- 9 P P 9 9 r storm drain pipe and outlet easterly of the existing bluff edge. 4 +10 - 18" GRATE�NLET �\ c 3) Runoff from the concrete portions of the driveway, easterly of the end of the proposed gravel/ 4" PERFORATED PVC IN SAND F LTER N y sand filter drain in the center of the AC portion of the driveway and southerly toward the To BE CONNECTEd, TO I NL IN AREA;' ` ,d' a� d L- jRJP'F rH proposed garage, shall discharge onto the surface of the turf or ground cover area proposed �? n a u� $ ti a between the house and the berm at the top of the bluff and flow over these surfaces prior to H = , � U z •g APN 262-023- SEE LETTER OF PERMISSION TO "GRADE J ���`�M 1 ,' i �0 � U 4 Y � N '' '' '' OFFSITE AND CONSTRUCT RETAINING WALLS COIIECtIOn Into the grate Inlets ShOWO In this area. � M '� t', O 1, o N� ��U �� U� '3 L`� t'E`Z GRIFFITI- 'RESIDENCE BY TED &JOYCE GRIFFITH DATED 2009 V 1 N , . \ 1 N a * . _ O a �, .- '0 � N jJ C1, 2, PM 034 Q a � � ON FILE WITH THE C ITY ENGINEER 4) No runoff shall be allowed to discharge over the existing bluff edge An earthen berm shall ---^� u�, h� 0 0 A r EXISTING be constructed around the bluff edge and be designed based on a calculation of the capacity V of the existing 6" PVC pipe to ensure that runoff exceeding the pipe capacity will pond at the /_ i KEYSTONE RETAINING WAL '�� _ -? - -- - -_ - -- -- i ' � NOTE REGARDINCu CONSTRUCTION WITHIN BLUFF SETBACK inlet, behind the berm, and not overtop the berm to flow over the top of the bluff. \� OF EXIST] G OH SERVICE TO BE UN RGROUNDED P #P27669 TO BE REMOVED AND PORTION ER SECTIONS, SHEET 4 AN m ,, ALL IMPROVEME TS PE F RME WIT 10 F ET OF E BLUFF TOP ^-- ��•.e- b? BY TED D JOYCE GRIFFITH. NOT P RT OF SCOPE SIRUCT L D_ETAI S_H_ _ T 5 v C ' yV A SHALL BE LIMITED TO HAND GRADED AND/OR IMPROVED. EARYHMOVING A ' o C)4- ti. OF O REQUIRED TO BE COMPLETED BY THIS PROJECT - h QC REFERS TO KEYSTONE WALL a - BE ter- EQUIPMENT WITHIN THE 25 FT SETBACK, BUT OUTSIDE OF THE T 1: 3e P.emcrvad U � BLUFF TOP BUFFER ZONE, SHALL BE LIMITED TO OUTSIDE OF THE 25 25 F FOOT da m us U LL m ^ TURF AREA 8MP NOT TO BE MODIFIED A �` BLUFF TOP SETBACK. WATER SHOULD NOT BE ALLOWED TO FLOW OVER ic °� a -�_ I✓' �, �� * F TYPE SHOWN ON SHEET 5 � c�i XS i � THE BLUFF TOP DURING GRADING AND CONSTRUCTION ACTIVITIES. __1 r�`7\� t W WOOD FENCE o 0 0 air �_ WITHOUT A PERMIT FROM THE CITY ` N SW P/L ,u3' 14 . '� c, � y LL Y 0949 PS" / w U LL PRIVATE ROAD &UTILITIES EASEMENT \ O \��. al'D, \"1 ff 3 ^ � c ��, '? i `' y p m m ¢ R DOC No. 009 - Q120 Rec S - 27 - ,2009 N It p co - EXISTING'ENCE ��a`�` \ S W •g, b� PROJECT PIL �' h °V LL TO REMAIN iv��, �� w = 71 M 7 s� = Z, a � U 3 �.._� P '� U U° NCE �� R 18 .3°6 1 D B" SD �" X096 K� G� .- ` �. RELOCATE EXISTINGFENCE SD h= S , O ` PROJECT P/L PORTION OF EXISTIN13 PRIVATE ROAD& UTILITIES EASEMENT "�` S 3°6 �.b 4" R _ '7 l �, ! ' ,�� 1 PORTION QUITCLAIMED PER DOC No. 2009_ �77$ 7 Rec S - Rte PLrn s�.,a/L lae9-Q7l7fIl /Ti R � R S'��r• 2:1 '� C �e`TVIC End Wall UT L �. IWF F 5 .896 pp N '�12 q ". d DRAINAGE NOT L , { r ' ,' %' /�' �� ����, �'•° �, �_._. PCC DRIVEWAY NOTE: Z+., - �� W .�`��� " �.. K `'�` - 6R� FINIS © < H ALL DRIVEWAY AREAS EXCEEDING 15% SLOPE W + .,���..,, w 3 SDS �a1 E NV ELOPE TO D W TS. TO INLE NO SURFA z SHALL BE PCC PAVING WITH ROUGH BROOM FINISH Cb 'd` 5_ %�, , e • � RUNOFF OVER BL FF GE IS PER ED. PERPINDICULAR TO THE DIRECTION OF TRAVEL Q y �S g," V`O / , TO ] ENHANCE FIRE APPARATUS TRACTION. `+� 3 BP`,��• r IS �; �i,�h �,�''� ,,� ,:''� ,'„ y'',�' �' ./ %'�, ,�' '' %' • D /, �,, C,, ,'�,'' r ,' (, i p ',' ,b ,,'/ ,, '� THE AREA TO BE FINISHED AS DESCRIBED EXTENDS _ + y • �, FROM THE END OF THE AC PAVEMENT TO THE FIRST S - a� O ..�, _ $ 'S �• /� 'i�,",'%� '�' ,''�'��� ''� /;/'�,''' /�' /:'' ��� '�' �'' �'�' % %' '�' e,� "FIRE LANE - D h l..' �,' k' ,'i ,/ ,',,•,'' ,�,. i �. 'i, G,' y , GRATE DRAIN. ' 2S NO PARKING" SIGN N _ 6 2 y.. y " SD �r�i .y m. ''.�< t ry ''L'� /'�•,'' ''�' ,s •,r �c:�� EMERGENCY VEHICLE ACCESS EASEMENT qC I y 9G q 19� GRANTED TO THE CITY OF ENCINITA f5 C EXI V RTICA S,Tj �p PER No. 2009 017g3S8' S- 2009 ' +(o SEEPA EPI �. r �I',:1 �' �' �,' ]' ,t' �'�,'l'', '�';/'l �'',; %'. %,��• ";w�',' /. ^,�. --� ,- 1' FCC PA O @ � µ r 't ,� 4 P :' %. rn ). . ;/ i,' I, ! y am:' i/� r�� ,/, ^, � INDK:ATES FIRE DEPT TURNAROUND r ''� \ y , - ,r, �� '' �,' �� Y', i 1 /'l Y � ,�(', �� ,. AND NO PARKING AREA 3 / Q d b OEEKJ SPE A$EC�ENT 017ND ! �,'' :✓ ] ,' !'" 2% f 2% 'ACCESSORY UNIT ''�� - -� 358.8 FF - 358.1 PAD - / I I , BLUFF EDG�EfiS"TB� %I' 1 Dt 358.0 r SD TQEAR1!MB,Ei�{M" 357.0 r -� 35 5 i.e. i 6 ' Le. I � / CONSTRUCTION NOTE LLJ ALL ROADWAYS SHALL BE A MINIMUM : ( - _ _. _ 0 to �'� SLUFF $E&M , , �, ! •��� ''.;y' y ,�,' s+ rte' �'� ���'� ' i ,/' .'� A..�o� IDETpEOFhIN�D'BY-�S`PxG 'E1JGM(E1 =R} OF 16 FEET IN WIDTH DURING CONSTRUCTION �c I AND BE MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE FIRE CODE AND THE ENCINITAS FIRE DEPT. �! 3 w BLDG SETBACK 2' H H KEYSTONE a ,, . ,� .r • , _ W DS ERSIONfH LL b ,i ,�i , r yi ✓ �' i . B z FROM SEEPAGE PIT - REf�DETRIL, btfloI fi� SLOPE AN4 4r A E fzAS M NTj`'� I F 1$T1NG Ifs B AP ' r 357.2 tw 355.2 bw o H = posed) ��;!, , GRANl` til OFENC IT ���� ;;,�� LEFT U 7.3 w 5 5 LL ; y %* J u�il 1 Ro RAP © � I� A'.S �.�.) �I 2rJ,00 / � ��i71 Kjlf�> b a ELM" O .REP 6 pL 1MAtEt' a24`1F iSTdR 6 /PAP - 'pa/Lr P °�' �i DGE "OF Lua WIT !: XTft ' ,^ 262 I 2% _ K+' s ' D� f' r _� �,y_ ('�I� �: "�' ' �� ' , y'� %y /, 'ten %� G;y HOUSE SEE LETTER OF PERMISSION TO GRADE OFFSITE �' .c . {„ , BY GQQL EWING DATED ' 2009 rr -. �+ __.� _ e. /,' �, > '''�A',�'kY'�, ', � „ I �'S� ' '� /��� ON FILE WITH THE CITY ENGI E '4' RATE D - 357.1 'r 357.8 FF '337.1 PAD � �E I '. '' i , �,. ,�� ,Y• y , , k' �.' ���' .> ,1 / r , ,r,' ��'�, ,, •�'' t , 9" ATRIUM GRATE INLET � 6. i.e. gJft.1C �.� r , , :'1 , �( ,'y � , , :� ,'S' Y ,,� '�, j ' `, t ,'� y ' ,'Y,' l i, , ,'( , , PER PLAN H ® h. ' ''�' /'(,,, X KE REP ELEV YSTONE STANDARD BLOCK .d+ Ott PATIO � FINISH GRADE WALL UNITS WI 1 "SETBACK 1D' 'W{f NEW PVO, AT LQVIMrTfq S'S`fJ[7RI'Pi �. ,Y" ) e i't K ', A�i','�',' �C' i ' i� {�i i A, i .. TW- LEVEL ALONG LENGTH SEE PLAN) �� ! w � UE_ L M 6DIFJCA'AbN , y� ^� _ m. w W ,� MPFtAFI 140 FI R FABRIC ' NO FILTER FABRIC �',� 1 { \� F EDP AT BASE AND KFILL SIDE AGAINST WALL FACE N �'! - Hgt VARIES N y BLDG SETBACK 4' MAX FROM SEEPAGE PIT S) n V� - 0 5 {{ 3 ' EXISTING GRADE - - - - - % trfi BW ELEV SEE PLAN '3+ +._ - d �H = \�� �� �<, ti', ?' ��%' 6" MIN BURY % _ °i ; , .�,' „< r n, �< , :' �� � Q vl - 4'S SI�SD Y x., / ` . i , , v � S h LEVEL ALONG LENGTH OF WALL q2 4" PERFORATED PVC PIPE L X GARACIE �, �' ROCK BACKFILI_ AGAINST WALL A - - Y - k �' W V �,.�� /i v,' x Z' A 357.8 �F 3P7.1 PA Y ae 57.3 o. mo rQi ♦ - r�' �' ,' . V ' 6" CRUSHED ROCK 0 I- A F .' h y j 36 8.7 i.e. a :' LEVELING PAD U N 2x "',. ,�,� y'�� �, �,,, �„ :T ,� ',Z s� _ �'� ,s' '� � <,, y r H i a KE� TONE RETA IN I cr EXISTIN ERTICAL �� WALL. STANDAR B ¢ CK y 5 ' y L ' r' k' ; x laO ,�� A ��! /' i >' S \ UNITS.�NO E ID -REQ'D __ IS LINE - .. _- b y SEEPAGE P " r } n , A' y ' ' ' , i A , o v a ,ti ; r u� _ 357.0 r - 356.2 i,e. PLANTER 357.2 tw - 35 2 bw TYPICAL SECTION - KEYSTONE DISP WALL '- Lij NO SCALE , b ' 1% 2'HIGHKEYSTONE 10_ 0 -+ -... ® DISPERSION /HEADWALL 354.7 tw - gy m✓ H_ x d A S ,l W q 357.0 r 355. Y,e. PER DETAIL, THIS SHEET ) ; , _ _ �• '� Sc r��� 1 �<�� �� LLJ .0 r 1 % 4 - TOP OF�EB _EL€V 366.b k' %� �v '�` �%`' SJY D / 357.0 i SD SD SD SD SD , � .e. 20 "EUC y�,���, �> „ %S.� •t, 'C '''� O �. 7 _ W - - - - -- - -- - -- -- _.. 356.7 tw • 354.7 bw N 79 ° 42'11" E 86:23 356.7 tw 3 2.7 tf •' '� h - ,<� < y?" V 360.3 tw 357.5 tf 357.5 , - ' ( ' " " , _ H = (1' xpoaed) ose H =2' 1'Ex Pose.5 tf d) EXISTING PENCE PENCE. -on civil � `_��� ��'r/ <� �• Y � j� O � TO BE REMOVED AND REPLACED / -�� -� -- ,t� NGf 354.7 tw - 351.3 BW a N.� - �"•� k ` ' iy W Px '� -L`. -� r� .a. -r-� �t S n. '� - 3.3 2 T x �... '�-' pQArnl a.1aTE: osed �, �°� BRIAN 2�, ( p ) /� .�� AC DONAI PORTION OF EXISTING FE N NO. 2617$ TO REMAIN � I > ,< �� ) ' LLl F=c MEA )LL .AA1fa C r cF� +.�^_ � AsS C� � 8 9 °50'5„ 1 1 5 "EUC I ' k �� r a , �' W CIVIL �r _1 � Zb F1z_ 'DQlAiwl PtVC5 arrriI -ro Professional � E) I � 12 "EUL x „� C / ,` Z 5LOvl GtIIi =L' Tiff" AtF1� 1$MP ��FOFCAItF Z W REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. s rjoc' •( 0- CITY OF ENCINITAS CONTROL POINT No. 1039 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR r GRADING AND DRAINAGE PLAN FOR: CITY OF ENCINITAS BRASS DISC TOP OF CURB KAZMIERO WICZ RESIDENCE 10187 -G NO NORTWEST QUADRANT OF BIRMINGHH AM DRIVE AND HORIZONTAL AS NOTED BY: BY. F THE RB RETURN CITY ENGINEER8 LAKE DRIVE IN THE MIDDLE 0 E U _ DATE: VERTICAL AS NOTED BRIAN DONALD, RCE 26175 DATE: S / 2.'7 f DATE: ,ICZ2 si 1603 CREST DRIVE, ENCINITAS cNi ELEVATION: 323.98 DATUM: NAVD88 License Expires 3/31/10 CDP 09 -016 SHEET 3 OF 6 0 RESOURCE DEVELOPMENT CORPORATION JN08 -009B _ SECTIONS AND DETAILS 370 -- - - -- - -- - -- - - -- -- - - - - -- - - - - - - - -- LL EWING PROPERTY NEW 6' WOOD FENCE ~ - (SEE PERMISSION TO GRADE) _ _ _ _ _ _ - J m P/L PCC BROW DITCH -- - w IN P GRIFFITH PROPERTY _ O TY _ PER SDRSD D -75 LETTER OF PERMISSION TO CONSTRUCT LETTER OF PERMISSION TO CONSTRUCT i ` - - - - _ - _ _GARAGE _ - -- _- _HOUSE __- _ _ __- _- - -__ -_ __ -__ -- 25 BLUFF SETBACK ------ - w RETAINING WALL REQUIRED RETAINING WALL REQUIRED 360 EWING - - -- - - -- - - - -- -- - - -- - -- -- -_ -_ -_ ------ .-- - -. - -- 360 01 - - 357.8 FF 357.8 FF STORMWATER RUNOFF CONTRO BERM EXISTING GRADE 373.7 tw 2.5'� - - - - - - - PATIO - - 10 B (SEE F NOTE, SHEET 3) -- - --- - ----- d KEYSTONE CENTURY RETAINING WALL C STEEP SLOPE OPEN SPACE EASEMENT -► $ 3.3' NO GEOGRID ------- -- - - - - - -- -- - -- - -- - -- � = AI W5 61: _.\ ^'_ CONSTRUCTION BACKCUT 350 K E.'S;F - - - - - -- ! u 1 - -- - - - -- - -- - - - -- - - - - - - -- _...- - -- 350 S - _ ARIES - 5' mm --►�\ w �4L J AL \ STATION 4 +50 340 - - - -- ----- ._- _.----- - - - - -- _ --------- - - - - -- - - --- - - - - - -- -- -- - - -- - - - - -- -- -- -- __.._._----- -_ - - -- - -- \ - - -- ----- -------------- �: -. -�. -.340. SECTION A- 1" = 1 O' HORIZONTAL & VERTICAL EWING - /L P /L- GRIFFITH LL 0.5' 370 - - - -- -- - - - - _ -- -- -- -- -- - -- P/L - -- - __ - - - 370 -- - -- NEW 6' WOOD FENCE EWING PROPERTY --- - ._ -`_ _..._._- .- - -__ -_ - - _- .- 0.5' EWING PERMISSION TO GRADE) y� EWING PROPERTY GRIFFITH PROPERTY PCC BROW DITCH ID LETTER OF PERMISSION TO CONSTRUCT LETTER OF PERMISSION TO CONSTRUCT - PER SDRSD D 75,E 20, RETAINING WALL REQUIRED RETAINING WALL REQUIRED ACCESSORY UNIT 0.4' PLANTABLE 360 - PCC DRIVEWAY -- _HOUSE 3 SIDEWALK 25 BLUFF SETBACK EXISTING GRADE 372.4 tw 4. � -- - - -- - - - -- _ - - 3578 FF __- 10' BLUFF TOP BUFFER ZONE L ' - - - - - - - - - - - (SEE NOTE, SHEET 3) - - - - - - � L367 KEYSTONE CENTURY RETAINING WALL - EYSTONE DISPERSION WALL STEEP SLOPE OPEN SPACE EASEMENT 5.3' PER DETAIL, SHEET 4 5' mi - - -- - - - - - -- - -_ - -- -- - -- - - - - -- - - - -- - - - -- -- - - -- - -- - CONSTRUCTION BACK -CUT 350 - - -- - -_ - - - - -- - - - -- -- �- - - - - - -- - -- -- - - .__,- _- �- �__�.� - --- 350 4' MAX VERTICAL, THEN 1:1 EDGE OF BLUFF LOCATION AS DEFINED BY SOILS ENGINEER \ PER SOILS REPORT REFERENCED ON SHEET 1 \ \ STATION4 +65 - BACK 340-- _ - -- - -- - - - -- -- -- - - - - -- --- -. - - - - - -- - - - -- - -- - - - -- - - - -- - - -- -- - -a,�- -- \ - -- - - -- - -- --- .- T____._ - 340 SECTION B -B _ 1" = 10' HORIZONTAL & VERTICAL EWING -P /L. P /L- GRIFFITH EWING - P /L P /L - GRIFFITH EWING - P /L P /L - GRIFFITH EWING - P/L P/L-GRIFFITH 0.5' -� 1.6' NEW 6' WOOD FENCE 0 NEW 6' WOOD FENCE NEW 6' WOOD FENCE NEW 6' WOOD FENCE EWING PROPERTY 0.5 GRIFFITH PROPERTY EWING PROPERTY 2 4 0 GRIFFITH PROPERTY 0.5' 0.5' PERMISSION TO CONSTRUCT - PERMISSION TO CONSTRUCT - PERMISSION TO CONSTRUCT - PERMISSION TO CONSTRUCT EWING � PROPJRED G 05' RIFFITH PROPERTY EWING PROPERTY GRIFFITH PROPERTY RETAINING WALL REQUIRED RETAINING WALL REQUIRED RETAINING WALL REQUIRED RETAINING WALL REQUIRED -LETTER OF PERMISSION LETTER OF PERMISSION TO CONSTRUCT - PERMISSION TO CONSTRUCT PERMISSION TO CONSTRUCT - 2.3' PLANTABLE RETAINING WALL RETAINING WALL REQUIRED RETAINING WALL REQUIRED RETAINING WALL REQUIRED 1.4' PLANTABLE 0.4' PLANTABLE . PLANTABLE 368.3 iw - EXISTING GRADE- 365.0 tw 3.5' -� EXISTING GRADE .1' EXISTING GRADE 5.3' --� EXISTING GRADE - - - - - _ - - - - -- 5 ~� 371.7tw 4'9 KEYSTONE CENTUR Y KEYSTONE CENTURY KEYSTONE CENTURY .� RETAINING WALL .7' KEYSTONE CENTURY 4 RETAINING WALL . RETAINING WALL RETAINING WALL 6.7' 4.7' _ L = 4._ u6.0' 6.0' ` 1�4.�:._; 6.0' `fl � � _ L 4.�_ CONSTRUCTION BACK -CUT c' CONSTRUCTION BACK -CUT CONSTRUCTION BACK -CUT CONSTRUCTION BACK -CUT _ 4' MAX VERTICAL, THEN 1:1 4 MAX VERTICAL, THEN 1:1 4' MAX VERTICAL, THEN 1:1 4' MAX VERTICAL, THEN 1:1 _ L - 4.5' 4 L =4.5' c• „ri -`,c .F••..ry „ r," € »,.xn^` :st, fn r .ri +• 3 . 366.4 bw 36517 tf 1.6 b STATION 4 +65 - AHEAD STATION 4 +75 STATION 5 +00 STATION 5 +25 KAZMIEROWICZ - P /L P /L - GRIFFITH 2.1' KAZMIEROWICZ - P/L P /L - GRIFFITH p NEW 6' WOOD FENCE 2 1 ' i 0.5' NEW 6' WOOD FENCE P/L - GRIFFITH N GRIFFITH PROPERTY P/L - GRIFFITH -- KAZMIEROWICZ PROPERTY LETTER OF PERMISSION TO CONSTRUCT 0.5' KAZMIEROWICZ- P/L NEW 6' WOOD FENCE KAZMIEROWICZ - P/L GRIFFITH PROPERTY 0 NEW 6' WOOD FENCE P/L - GRIFFITH RETAINING WALL REQUIRED KAZMIEROWICZ PROPERTY LETTER OF PERMISSION TO CONSTRUCT 1.6' GRIFFITH PROPERTY -0.5' n 2.0' PLANTABLE 1.6' GRIFFITH PROPERTY KAZMIEROWICZ- P/L NEW 6' WOOD FENCE RETAINING WALL REQUIRED KAZMIEROWICZ PROPERTY LETTER OF PERMISSION TO CONSTRUCT - 2.0' PLANTABLE RETAINING WALL REQUIRED KAZMIEROWICZ PROPERTY- - LETTER OF PERMISSION TO CONSTRUCT 0.5' EXISTING GRADE 4.0' I _ _ _ _ _ _ 0.6' -+-I GRIFFITH PROPERTY a 363.0 tw KEYSTONE CENTURY - - -� 1 - 363.0 tw - - - - - - - - - 1.T PLANTABLE- KAZMIEROWICZ PROPERTY RETAINING WALL REQUIRED - T EXISTING GRADE 2.9' .T PLANTABLE - I LETTER OF PERMISSION TO CONSTRUCT - L KEYSTONE CENTURY � RETAINING WALL REQUIRED U 3 RETAINING WALL _ L _ .0 EXISTING GRADE 360.3 tw 2.0 0.8' PLAN U ` 6.0' - - - - - - - - - - EXISTING GRADE 360.3 tw 05' - � __ - - - - - - - . 3.T °'S RETAINING WALL -� -1 ' p L 4. KEYSTONE CENTURY KEYSTONE CEN EXISTING GRADE S) �-- -1 2 KEYSTONE CENTURY LU 5.3' - - - - -- 4 ______ 3577tw f RETAINING WALL LU 'a ':.:,a •r ^• CONSTRUCTION BACK - CUT L - 4,Q' ` - - U - 1'S std - - - - - - - - - 2 RETAINING WALL RETAINING WALL 4' MAX VERTICAL, THEN 1:1 14.0' / _ _ _ _ _ _ _ L =4.Q_ < »; ynr ••5:_,� St1+w . , zn *" :k.x, CONSTRUCTION BACK -CUT € 3.3' o-.,. 1 CONSTRUCTION BACKCUT O - " CONSTRUCTION BACK -CUT �� 357.0 bw 4' MAX VERTICAL, THEN 1:1 __ 4 0' a•. w , ^r, s. }:1 CONSTRUCTION BACKCUT ,2 LU 357 bw 357.0 bw 0' j 2 W O STATION 5 +35 - BACK STATION 5 +35 - AHEAD STATION 5 +50 BACK STATION 5 +50 AHEAD STATION 5 +75 LU clv�� Ftic o BRIAN 2�, W N SIDE OF DRIVEWAY - KEYSTONE WALL SECTIONS No�26175 '�° cr CIVIL NO SCALE s� Professional \r W LU 9 � F OF CAL�F 3 Z W REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF ENCINITAS CONTROL POINT No. 1039 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPIR GRADING AND DRAINAGE PLAN FOR: 2.5" CITY OF ENCINITAS BRASS DISC IN TOP OF CURB I I 0 1 NORTWEST QUADRANT OF BIRMINGHAM DRIVE AND HORIZONTAL AS NOTED BY: BY: KAZMIEROWICZ RESIDENCE i O i 87-G LAKE DRIVE IN THE MIDDLE OF THE CURB RETURN VERTICAL AS NOTED DATE: LD CITY ENGINEER A DO y 6Z lY�Q f� 1603 CREST DRIVE, ENCINITAS A, RCE 2 5 DATE: S/ 2T / O / DATE: N ELEVATION: 323.98 DATUM: NAVD88 License Expires 3/31/10 CDP 09 -016 r SHEET 4 OF 6� RESOURCE DEVELOPMENT CORPORATION JN08 -009B KE YSTONE RETAINING WALL DETAILS AND SPECIFICATIONS KEYSTONE WALL SPECIFICATIONS KEYSTONE CAP UNIT EXISTING GRADE EXISTING & FINISH GRADE Large Unit Base Leveling Pad N otes: Universal Cap Unit TOP OF WALL 1.0 APPLICABLE CODES Width: 18" 1. The leveling pad is to be constructed Width: 14„/8„ - - - - -- -------- - -- 1.1 ICC Report No. ER -4599: The Keystone Retaining Wall System shown Depth: 12" of crushed stone or 2 ,000 psi± *Depth: 12 uenTFILL 4 Cap Unit 8" Keystone 8" unreinforced concrete Height: 4" on these plans shall be constructed in accordance with all the w 8 ' �W, CRUSHED ROCK) unit Height: g requirements of the above report dated March 1, 2004. Specific materials o FIBERGLASS * Weight: 93 Ibs *Weight: 30 Ibs ='s PI" SOIL 2.The base foundation is to be approved and design parameters used for this project are as specified below. DRIVEwAYSUBGRADE Medium unit by the site geotechnical engineer prior 1.2 Uniform Building Code: The Keystone Retaining Wall System shall be 11 1 1 1 1 1 1 1 J Width: 11" to placement of the leveling pad. designed and constructed in accordance with the 2004 UBC as detailed WALL DRAINAGE TILE 'Depth: 12 x SEE STANDARD SPECS _ Height: 8.1 in ICC Report No. ER -4599. *Weight: 58 Ibs 1.3 Local Municipal Codes: Building and Grading Permits for the �� ; construction of the Keystone Wall Retaining Wall System are required by B LOCK TYPE: Small Unit unit Face CENTURY Width: 7° Local Ordinance. All required permits shall be obtained prior to the CRUSHEDSTONE 6" Crushed Rock or 8" or 16" Step LEVELING PAD GEOGRID: Depth: 12 „ ^ ''"' r " • L' : y " ` "' construction of the wall system shown on these plans. 6•THICKMIN NONE REQUIRED Unreinforced Concrete Height: 8" ' ` 2.0 COMPONENTS Leveling Pad *Weight: 37 lbs Elevation 2.1 Keystone Units: Standard Keystone concrete units shall be used. W 1/2" x 5 1/4" Fiberglass Pins 2.2 Fiberglass Pins: Fiberglass pins as called out in the reference report WALL TYPE 1 - GRAVITY WALL 6 " shall be placed in the rear pin holes of each course of the Keystone Wall H = 0' to 3 -4" MAX Front Face Reinforced units to provide approximately 1 inch setback per course. soil 2.3 Drainage Core Fill: Drainage core fill is % inch to % inch rock placed between and behind the units. Drainage core fill shall extend back a Excavation rs . minimum of 2 feet from the front face of the wall. w + 12 Limits .,r. 2.4 Geogrid: Geogrid soil reinforcement is required for all wall heights over 4 12" Drainage Fill feet. The geogrid fabric shall be "StrataGrid 200" manufactured by Strata Section �f Systems, Inc. or an approved equal (written approval is required prior to 6" Crushed Rock or Levelin Pad and Ca Ste Detail construction for substitutes). The geogrid fabric shall be placed at the KEYSTONE CAP UNIT g p p Lev Pad ad Concrete vertical locations shown on the plan details at the minimum length called EXISTING GRADE EXISTING&FINISH GRADE Lev out. TOP OF WA LLELEVONPLAN Century Wall Unit/Base Pad Isometric Section View 2.5 Compacted Backfill: Wall backfill materials shall be granular, well- - - - -` - 2000RSES ` Dimensions & Weight May Vary by Region draining, and non - expansive. The project Soils Engineer shall approve all D�L TO e backfill materials to be used and shall moniter and test the backfill to ' ensure a minimum compaction of 90% of the maximum d density RETAINED HEIGHT aL P dry Y 3COURSES Imported backfill materials may be required.) 5 AX BE7WEEN FBERGLASS -UNIT FILL 2.6 Wall Drains: 4 inch diameter perforated wall drain pipe located at the PIN t, "rsHEDROCK) back base of the reinforced soil mass is required as detailed on the plans. DRIVEWAY SUBGRADE 05 Min BURY _ Wall drains shall be connected to outlet pipes through the wall with at a WALL DRAINAGE TILE ..+ minimum spacing of 8 feet on center, or connected to a single outlet at SEE STANDARD SPECS the lower elevation end of the wall system if a suitable outlet location - � � exists. } • • ..: BLOCK TYPE: 7" / 11" / 18" 3.0 DESIGN CENTURY L 3.1 General: The Keystone Wall System shown on these plans has been OLLEVELINGPADE� GEOGRID designed in accordance with the requirements of the reference report 6 THICK MIN MIRAFI2xTc Century Wall Unit Elevation using the Keystone Design Manual and Keywall Design Software � provided by Keystone Retaining Wall Systems, Inc (Version 3.1.3). WALL TYPE 2 - REINFORCED GEOGRID WALL 3.2 Reference Soils Report: A Soils Report entitled "Preliminary H = 3' -4" to 5' -4" MAX 1 : Geotechnical Investigation, Proposed Single Family Residence and Guest House +' 1329 Lake Drive, Cardiff, California" dated December 5, 2006 ° ..t... .� J .YP •,.. has been prepared for this project by Coast Geotechnical, Solana Beach, ; , :. ..: • . -.; ..,..•`•.:• ::•' , • .:: California. All recommendations contained in the soils report shall be adhered to during the construction of the retaining wall system detailed on these plans. Geogrid is to be Placed on Level 18" 3.3 Soil Design Parameters: Soil Design Parameters used in the Keystone Backfill and Extended Over the Retaining Wall design calculations are specified in the Soils Report and Fiberglass Pins. Place Next Unit. Large Unit Plan Pull Grid Taught and Backfill. are noted as follows: Stake as required. 3.3.1 Design Wet Density of Soil = 120.0 pcf. 3.3.2 Design Angle of Internal Friction = 29 degrees Grid & Pin Connection 3.33 Apparent Cohesion = 0 psf EXISTING GRADE KEYSTONE CAP UNIT EXJSTINGa RNISH GRADE ' • 4.0 CONSTRUCTION +I o TOP OF WALL ELEV ON PLAN ` 4.1 Foundational Soils Preparation: Excavations for leveling pads and the _____ - --- - - - - -- " All dimensions are nominal and may vary by Region. P. reinforced fill zone shall be inspected by the project Soils Engineer and TO TOP GEOGRD All units not available in all locations. v approved prior to the placement of leveling pad crushed stone. RETAINED "• "`' °' 4.2 Wall Construction: The reinforced soil Keystone Retaining Wall System &° 3 COURSES \ - shall be constructed In accordance with Section 2.4 of ICC Report No. RETAINED HEIGHT BETWEEN LAYERS J " J 8" X 9" X 18" corner unit may ►• , ., �. �'' ti,. - REINFORCEDSiIIL r , ER -4599. 6'4' MAX FIB[ RGLASS , be substituted in the absence 4.3 Wall Drainage: Backfill drainage is required and shall be constructed as PIN ; AI 8" / 14° of Century Wall 90 corner unit. 16" Medium Unit Plan 0 '� ` NIT FILL::. V follows: 4 �� perforated PVC (SDR35) located as shown in the details surrounded 3000RSES :U DROCK) by a minimum of 2.25 cubic feet of 3/4" gravel wrapped in filter fabric (MIRAFI 140N DRIVEWAY SUBGRADE BETWEEN AYERS f M Cap Unit Elevation Corner Unit Elevation W ° is .• - or equal). Outlet to low end of wall. Soils Engineer to approve oultet location and BURY $„ and drainage tile location behind wall. Inspection of the backfill drainage is required WALL DRAINAGE TILE �-� z ,;, : SEE STANDARD SPECS +I +�• +I +I W prior to the placement of compacted fill. - N ,. • ; �•; N LU N 4.4 Backfill Compaction: Backfill shall be compacted to a minimum of 90% ` _ ° ° J ' : e" o -- • I Y I •J. .. , dry density. The project Soils Engineer shall test the backfill as it is BLOCK TYPE: r : ; : :• W CENTURY , placed to ensure that the required minimum compaction is attained. cRU LI PAD LEVELING PAD CIV(( GEOGRID: 16" 16" 7" ED 4.5 Special Inspection: Special Inspection is required in accordance with 6'THICKMIN MIRAFI2xrc hI o BRII UBC Section 1701.5.7.1. and Section 2.5 of ICC Report No. ER -4599. DONALD �m 14 W of No.26175 � Corner Unit Right Plan Corner Unit Left Plan Small Unit Plan WALL TYPE 3 - REINFORCED GEOGRID WALL H = 5'-4" to 6' -8" MAX n� Profe sional �* Cap Unit Plan LU 9T � 0 FC A"F ° � Universal Cap Unit Century Wall 90° Corner Unit Century Wall Unit z W REVISIONS APPROVED DATE REFERENCES DATE SCALE BENCHMARK ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF ENCINITAS CONTROL POINT No. 1039 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV,6 GRADING AND DRAINAGE PLAN FOR: 2.5" CITY OF ENCINITAS BRASS DISC IN TOP OF CURB 10187 -G HORIZONTAL AS NOTED NORTWEST QUADRANT OF BIRMINGHAM DRIVE AND BY BY: KAZMIEROWICZ RESIDENCE LAKE DRIVE IN THE MIDDLE OF THE CURB RETURN _j i , DATE: CITY ENGINEER o VERTICAL AS NOTED BRIAN DONALD, RCE 26175 DATE: Sz2 7 1 QC1 DATE: 40710 1603 CREST DRIVE, ENCINITAS ELEVATION: 323.98 DATUM: NAVD88 License Expires 3!31/2010 09 -016 CDP SHEET 5 OF 6 0 RESOURCE DEVELOPMENT CORPORATION JN08 -009B EROSION CONTROL PLAN EROSION CONTROL NOTES SCALE: 1" = 50' 1. In case emergency work is required, contact Ade Kazmierowicz at (760) 4454606 and/or 0 25 50 75 100 Bill Kazmierowicz at (760) 445 -4605, 24 hours a day. 2. Equipment and workers for emergency work shall be made available at all times during the rainy season (October 1 to April 15). All necessary materials shall be stockpiled on site at convenient locations to facilitate rapid construction of temporary devices when rain is imminent. L EGEND 3. Devices shown on plans shall not be moved or modified without the approval of the Engineering GRAVE �. � L BAG INLET PROTECTION 75 BAGS r � r, 1 t t Inspector. ' e 300 BAGS 4 4. The Contractor shall restore all erosion control devices to working order to the satisfaction of \\ GRAVEL BAG CHEVRONS Cpl the City Engineer after each run -off producing rainfall. l i f s ff CONSTRUCTION ENTRANCE DETAIL, THIS SHEET 1 EA N f 5. The contractor shall install additional erosion control measures as may be required by the City Engineer due to an incomplete grading operation or unforeseen circumstances which may arise. �\ %� 1 1, I r 7 t' 0 6. The Contractor shall be responsible and shall take necessary precautions to prevent public ,, , .; ` V , �I a � d, i v , �� ; trespass onto areas when Impounded waters create a hazardous condition' ( ONSTRUCI{ON ENTRANCE / 7. All erosion control measures provided per the approved Grading Plan shall be incorporated hereon. • l; ' 1 �` ; r %' } perimeter project 8. Graded areas around the p must drain away from the face of slope at the -- i conclusion of each work day. , :: ,• 1;, y t(fL 9. All removable protective devices shown shall be in place at the end of each working day when j .� r - a ' '�' ' , , 'he five (5) day rain probability forecast exceeds forty percent (40 %). Silt and other debris - I / GRAVEL BAG j I INLET PROTECTION - r shall be removed after each rainfall. r �` I I' , GIRAAVE� BAG NOTES - -- , t INS. €aof.r r' + f shall bplanted and irri • • , ' 1. All slopes shae plagated in accordance with plans approved by the City Engineer. GRAVE �` i L BAG r . P 10. Should germination of hydroseeded slopes fall to provide effective coverage of graded slopes �,., ^. CHEVRJ0NS„@ 4c , ®: I I � _ A P o stra Installed - -- ; - t r � ' Awd Plans shall conform to the City of Encinitas Grading Ordinance and all ado Landsca and (90 /o coverage) prior to November 15, the slopes shall be stabilized with punched st a V r . in accordance with Section 35.023 of the Erosion Sediment Control Handbook of the State of ` _' u a ' "" ` v v ` Irrigation Standards. California Department of Conservation. ff � rt t `� Q , P J ' r `�- 2. Finish Grading and Planting shall be accomplished on all slopes prior to October 1 or immediately L i *� k, t upon completion of any slopes graded between October 1 and April 15. 1 \•- ' -° 1__��__ _,��- :_�_ � ' 3 e nt i re If pads are left pads hydroseeded vacant for a period of three months, or at the discretion of the City Engineer, r r HYDROSEED NOTES - -- - - - - - -- ----- �- - - -- - _r � - - - -; - P - - - -j - -- - -- - - W it ,: ' hall be { � � ' 'r 1) Hydroseeding shall be applied to all slopes that are graded 6:1 (Horizontal to Vertical) or steeper ' when they are: 1 r �.•- �° �` J� 1. Three feet or more in height in fill areas. 1 '� {{ I. 1 2. Five feet or more In height In cut areas, unless slope p is not subject to erosion due to the erosion resistant character of the material as approved by the City Engineer. if r r , , r 2) Irrigation shall maintain a moisture level of the soil at the optimum level for the growth of the hydroseed mix. STORMWATER POLLUTION CONTROL BMP NOTES + Relative to Construction Activities l 3) Hydroseeding Mix shall consist of all of the following: ` ` f _�' Concrete Wash out On sit e Construction Material st orage t " � Contractor shall establish and use an adequately sized concrete washout area to Stored materials shall be contained in a secure place to prevent seepage and 1. Seed mix shall consist of no less than: Minimum % Purity /Germination contain washout wastes on site. It is illegal to wash concrete slurry, spillage. Contractor shall store these products where they will stay out of the a. 2.0 lbs. per acre of ARTEMISIA CALIFORNICA 05/60 mortar, stucco, plaster and the like into the stormwater conveyance system rain. Contractor shall provide secondary containment for all fuel stored on - site. b. 2.0 lbs. per acre of CAMISSONIA CHEIRANTHIFOLIA 90/80 or any receiving water. Contractor shall post a sign designating the washout location. Eliminate or reduce pollution of storm water from stockpiles kept on -site. Stockpiles c. 4.0 Ibis per acre of ENCELIA CALIFORNICA 40/60 d. 4.0 Ibis per acre of ERIGONUM FASCICULATUM Construction Site Acc ess may include soil, planting materials, asphalt concrete, aggregate base, etc, Stockpiles A stabilized construction site access shall be provided for vehicles egress and shall be located away from concentrated storm water flows and storm drain in i nlets, LZIA CALIFORNCA 98180 ingress to prevent tracking dirt off site. This shall include using material Stockpiles shall be covered or protected with soil stabilization measures and e. 3.0 lbs per acre Of ESCHSCHO I A LIFOR 95/80 such as gravel and /or corregated steel panels /plates. provided with a temporary sediment barrier around the perimeter at all times. f. 12.0 lbs. per acre of FESTUCA LZIA g. 1.0 lbs. per acre of LAYIA PLATYGLOSSA 60/60 Construction Vehic Training hI US A specific area away from gutters and stormdrain shall be designated for construction ontractor's employees who perform construction in the City of Encinitas shall h i. . 6.0 lbs. per acre of LOTUS SCOPAR 90/80 4.0 lbs. per acre of LOTUS IMPERF IUS 80/60 vehicles parking, vehicle refueling and routine equipment maintenance. All major be trained to be familiar with the City of Encinitas storm water pollution control airs ers) j. 3.0 Ibis per acre of MIMULUS AURANTIACUS PUNICEUS 02160 re shall be made off -site. requirements. These BMP notes shall be available to everyone working on site. P The property own and the prime contractor must inform sub - contractors about Erosion Cont rol storm water requirements and their own responsibilities. k. 3.0 lbs. per acre of PHACELIA CAM PAN ULARIA 98/75 o Erosion control must be provided for all erosive surfaces. Sloped surfaces especially. waste Managem SALVIA MELLIFERA 70/50 erosion control mats I. 3.0 lbs. per acre of RHUS INTEGRIFOLIA NOTE: shall be protected against erosion by installing erosion resistant surfaces such as Contractor shall be responsibility for properly disposing of all waste and unused m. 2.0 lbs. per acre of n. 8.0 lbs. per acre of SAIL A MELLIFERA 90/80 p CONSTRUCT SEDIMENT BARRIER AND A , adequate ground cover vegetation, and bonded fiber matrix. construction materials. Dumping of unused or waste products on the ground, CHANNEL RUNOFF TO SEDIMENT TRAPPING DEVICE where water can carry them into the conveyance system is strictly prohibitive. o No excavation and grading activities are ahowed during wet weather. _ 1 1/2" CRUSHED ROCK No seepage from dumpsters shall be discharged into storm water. Berms /dikes r . , • : Diversion dikes shall be constructed to channel runoff around the construction site. natural storm runoff. Dum sters N 2. Type 1 mulch applied at the rate of no less than 2,000 lbs per acre. Type 6 mulch (straw) may against erosion using permanent and temporary sha be • Contractor shall protect channels a ain in e l l/ e foeleaks. divert Dumpster shall remain closed at all 0) be substituted, all or part, for hydraulically applied fiber material. When straw is used it must erosion control measures. r covered t n order to avoid ram contact with y ash material h to e b mechanical) unchin no less than 50% of the straw into the soil. r oo f ing p be anchored to t e s p y y p 9 SPECIFIED BY A SOILS ENGINEER ILTER FABRIC ON xisting vegetation only when absolutely necessary. Large projects shall 1 1' MIN UNLESS OTHERWISE times Dumpsters without lids shall be placed within structures with impervious zo fin o ta rps any GINE be constructed in phases to avoid un- necessary removal of the natural ground cover. Many construction materilas, including solvents, water -based paints, vehicle fluids, ORIGINAL GRADE Remove e o ' 3. Fertilizer consisting of ammonium phosphate sulfate, 16 -20 -0, with 15 /o sulphur applied at the SECTION A -A Do not remove trees or shrubs un necessarily; they help decrease erosion. broken asphalt and concrete, wood, and cleared vegetation can be recycled. Non- 0- rate of 500 lbs. per acre. Tem Temp vegetation must be planted on slopes or where construction is not recyclable materials must be taken to an appropriate landfill or disposed of as 0 p ry g P f>e hazardous waste. For information on disposal of hazardous material, call the (J 4) Areas to be hydroseeded shall be prepared prior to hydroseeding by: MIN. A immediately planned for erosion control purposes Erosion shall be prevented by Hazardous Waste Hotline toll free at (800) 714 -1195. For information on landfills F - planting fast - growing annual and perennial grasses to shield and bind the soil. and to order dumpsters call EDCO at (760) 436 -4151. i Z 19' RADIUS MIN. 1. Roughening the Surface to be planted by any or a Combination of: Plant permanent vegetation as soon as possible once excavation and grading pollutants shall be kept off exposed surfaces. Place trash cans and recyling � activities are complete. receptacles around the site. 0 a. Track walking Slopes Steeper than 6:1. LU O b. Ripping areas that will not break up using item "a" above. Water usage for dust control shall be minimized. Portable toilets must be in good working order and checked frequently for leaks. LU 2. Conditioning the soils so that it is suitable for planting by: Contractor shall provide secondary containment and locate portable toilets away W from stomdrain inlets and pervious surfaces. LU a. Adjusting the surface soil moisture to provide a damp by not saturated seed bed. b. The addition of soil amendments, ph adjustment, leaching or covering saline soils to STABILIZED CONSTRUC aterial that may have traveled Lu TION ENTRANCE All construction debris shall be kept away from the street, gutter, and storm drain. provide viable conditions for growth. Contractor must routinely check and clean up m NO SCALE awa 0 ���Ep CIVIL F�c y from construction site. O 5) Hydroseeded areas shall be maintained to provide a vigorous growth until the project is permanently W landscaped or, for areas where hydroseeding is the permanent landscaping, until the project is U BRIAN u DONALD completed and all security released. m � No. 26175 * W CIVIL s Professional �Q CZZ 9TF OF CAS \F W REVISIONS APPROVED DATE REFERENCES DATE SCALE BENCHMARK ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF ENCINITAS CONTROL POINT No. 1039 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP PLAN FOR: 2.5" CITY OF ENCINITAS BRASS DISC IN TOP OF CURB BY: BY. KAZMIEROWICZ RESIDENCE 10187 -G PROV EROSION C HORIZONTAL AS NOTED NORTWEST QUADRANT OF BIRMINGHAM DRIVE AND r CITY ENGINEER LAKE DRIVE IN THE MIDDLE OF THE CURB RETURN 7 DATE: �- 1603 CREST DRIVE, ENCINITAS g VERTICAL AS NOTED BRIAN DONA , RC 2 DATE: 5177 _ DATE: 09 -016 CDP SHEET 6 OF 6 0 ELEVATION: 323.98 DATUM: NAVD88 License Expires 3/31/2010 RESOURCE DEVELOPMENT CORPORATION JN08 -0098