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2008-10018 G (Plans) GRADING PLAN GENERAL NOTES NOTIFICATIONS WORK TO BE DONE 1. AN work shall be done in accordance with these plans, the Standard Specifications for Public 1. The sxNMnce and location of undsrpound ullNty pipes and stnxstxes shown on bless plans LEGAL DESCRIPTION The Grading Consists of the following Work to be Done according to the plans, the current City of Encinitas Works Construction, the Design and Construction Standards of the City of Encinitas, and the were obtained by a search of aver 11 records. To Ms fleet of our WaModge two are no Engineering DepaArtlent Standard Specifications, the San Diego Area Regional Standard Drawings, and the San Diego Am Repioi SWWwd Drawings and Leucadla Wastewater Disc Sandord Specifications. My existing udlitles except as shown on these LOTS 12 AND A PORTION OF LOT 11 IN BLOCK 29 OF MAP No 148 IN THE Standard S pecifications for Public Works Construction. Changes or Rsvoian t shot be appr oved by the City Erpi ew prior to any requnt for inspection• plans, however: P� CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, Grading shell corisist of the ooratructiort of all CUTS and fik ahgNRl on tlteee pjsta arid alWrled in to eeftlNVOlk The contraclor is required to take due precautionary maares to protect any exiNiq uftw RECORDED JUNE 12,1883 (SEE CITY OF ENCINITAS BDRY ADJ No. 08 -224) specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. 2. The Soils Report entitled "Limited Gsowch nical Investigoillm, Proposed Single-Family Residence, and or structure located at the work site. it is the corttrscbrs responsibility b txntsct Me Accessory � 535 / 545 4n, City d Enci*se, C alifor nia, " p p by � Sol � g of sold u011es a structures prior a any , for vaillcolloi and APN 258- 072 -10 08-224 BA/CDP and Engisarhg, Inc. (Project No. W114767) doted September 11, 20M shall be coin dn.d ores pmt of MIN Gra ft location of utilities and notMcatlon of comrertcerrent of work: LEGEND ITEM REFERENCE SYMBOL QUANTITY Plan. AN grading shall be done in accordance with the recommendations and specifications oontaklsd in this report• a. Sewere - City of Encinitas (760) 633 -2770 EXISTING ELEVATION x� i � O b. Gas 8 Electric - SDGBE (800) 422 -4133 , wIt 3. Approval of title plan does not constitute approval of sizes, location and type of drsbspe baftes, c. Water - San Disguib Water District (800) 422 -4133 I , + } 7, De PROPOSED FINISHED ELEVATION cc car of Improvements within street right -of- ways. Separate approvals end pon, far #me shah d. Telephone - Pac Bell (800) 489-3441 50 EXISTING CONTOUR be roquirmd in conjunction with Improvement plans. s. Cable TV - Tims/Wemer Cabbvision (760) 707 -1000 �'" ?�" 4 e�' °` SWALES AND FLOW DIRECTION f. Underground Service Alert (800) 422 -4133 ,w AW 5 Fs �f i ��'� " c� _ 4. Written pen nission shall be obtained for any off-oft grading. �� ! ` D i ST rc 5. The, Contractor shell take any necessary precautions required b protect adjacent properties during 2. Contraclor affair nobly t City Erpiteer :Ofiia 48 hours prior b beprxtig any work an Antis cx N l \ I 12" PVC SQUARE DRAIN INLET NDS 1200 ® 2 es. project. Phone: (760) 633 -2770 grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition « +"' a existing Per grading. 3. The Con lroctor shah 9W 24 hours notice on ales for ispeclbn. Phone. (780) 633.2770. LLL`LLLLL 5� R� } R seat PERVKx1S PAVER DRIVEWAY DETAIL, SHEET 2 290 s.f. AN work w0hout ba of Will be b and removal. SI Y � utn R a destroyed shah be, re-established and replaced by a Registered Civil Engineer or erred �,,,� �, + { 4 '� la a s MASONRY RETAINING WALL SEPARATE BLDG PERMIT weloper shall be, responsible that any monument or benchmark which is disturbed or /1 sneer Y c 4 e 6• The, d PUBLIC STREET IMPROVEMENTS a Llcsnsed Land Surveyor � � N YAY[I Y t Y � -NIG'b i �Y '., ' a) 7. The Contractor OwN design, construct and maintain all safety devices, including shoring, and shall be responsible for conforming b all Local, State and Federal Safety and h"M standards, AC PVMT AND BASE 4" AC / 6" CL II BASE © 1,700 s.f. laws and mss' PCC ALLEY GUTTER DETAIL, SHEET 2 < 300 s.f. 8. Grading and equipment operating within one half (in) mile of a structure for human occupancy WATER SERVICES NOTES VICINITY MAP SIDEWALK UNDERDRAIN SDRSD D-27 —_ —_ —_ — — —_ —_ —_ 2 ea. s>nd recognized shah not be c o olidays the hours of 5:30 p.m. and 7:30 a.m., car on Saturdays, Sundays 1 Wafer services Wwals and applrtenanoes shah be con*ucied s000rdi g to the Standard NO SCALE 'FIRE LANE - NO PARKING" SIGN CITY STANDARD 2 se. spedficalions of the c Wafer Agencies Standards Commillee (WASC). The Contrac.'lor 9. No grading operations shall commence until a pre - grading meeting has been held on-e te with the shall and hereby guarantee all work for a period of one year oft the dale of acceptance. following people prowl: City Inspector, Civil Engineer, Sole Engineer, Grading Contractor and NEW IMPERVIOUS SURFACE AREAS 1,550 s.f sen Pemtittee. The pre - grading meeting shall be scheduled with the City at least 48 hours in advance 2. Unless otherwise noted, all connections to exMN mains will be made by the Contractor, under (Excludes Building Footprints and Public Street Improvements) by calling (760) 633 -2770 the supervision of San Dieguib Water District, after payment of the eatimaied cost by the 10. Prior to hauling dirt or construction materials; to any proposed construction site within this project, Developer' this Developer shall submit to and receive approval from Me City Erginew for the proposed haul 4. AN services to be constructed dear of driveways. route. The Developer shall oomply with all conditions and requirements the City Engineer may impose with regards to the hauling operation. 5. Utilities to maintain minimum 5 -foot separation when paralleling water services. 11. Upon final completion of the work under the grading permit, but prior to final grading approval and/or final release of security, an As -Graded certification shall be provided stating: "The grading 16. Weller connections to this project stall have an approved beddlow device installed to the EARTH WORK performed under Permit No. 10018 -G has been performed in substantial conformance with the Distric Satisfaction and current Waller Agencies Standards Commigee (WASC) slanderds. EXCAVATION: 0 CUBIC YARDS REMOVE 8 RECOMPACT: 600 CUBIC YARDS approved Grading Plan or as shown on the atbched As - Graded Plan ". This statement shell be Boddlow devices are io be ioslaled directly outside City or County right -d4my or outside Water FILL: 250 CUBIC YARDS (COMPLETELY UNDER NEW HOUSE & PATIO FOOTPRINT) followed by the date and signature of the Civil Engineer who certifies such grading operation. DoW soloormt. Repair, nalnknsnce and am1u l ledrlg of boddlow device are moporsibilily of Owrw. SHRINKAGE/ SURFACE LOSS (25 %):150 CUBIC YARDS IMPORT: 400 CUBIC YARDS = INDICATES COMPACTED FILL AREA UNDER SLAB AND STEMWALL FOUNDATION GRADING NOTES ENVIRONMENTAL DATA 1. STEEPEST EXISTING NATURAL ELOPE ON-SITE - 5% 1. AN grading shah be observed and tested by a qualified Soils Engineer or under his/her direction. 2. MAXIMUM VERTICAL DEPTH OF CUT - 0 feet He/She shall observe and test the excavation placement and compaction of fills and beck fills 3. MAXIMUM VERTICAL DEPTH OF FILL - 2.5 feet (AN under Bldg FooWint) and compaction of treacles. He/She shall submit soils reports se required and will determine the suitability of any fill material. Upon completion of grading operations he/she - shaN stab 4. AVERAGE DEPTH OF CUT - 0 c.y. x 27 / 10,000 eq R 0.0 feet tilat obearvallot and Mate were nlatle by him/her or under Maher supervision and that in 5. AVERAGE DEPTH OF FILL - 150 c.y. x 27 / 10,000 eq m = O.t feet hisRmer opinion, all embankments and excavations were constructed in accordance with the approved grading plans and that all embeinkments and excavations are acceptable for their Intended use. 2. The Contractor shall properly grads all excavated surfaces to provide positive drainage and prevent p nil q of water. He/She shah control surface water and avoid damage to ad)otrttrg properties or to finished work on time site and shall take remedial measures to proven erosion of frashly graded areas trd such time as permanent drainaga and erosion control measures have been instilled. 3. AN areas to be Ned shall be prepared to be filled and fill shall be placed in accordance with the Standard Specifications. AN vegetable natter and objectionable material shall be removed by the Contractor from to surface upon which to fill is to be placed. Loose fill and alluvial soft shrall be removed to suitable firm natural groud. The exposed sole shall be scarified to STATEMENT OF ENGINEER OF WORK SOILS ENGINEER'S CERTIFICATE OWNER'S CERTIFICATE a depth of 6" and than compacted to a minimum of 90 percent. it shall be the Contractors The undersigned engineer sprees tilt the work performed by the engineer shall 1, MAMADOU S. DIALLO, a Regisim CW Ergirser in Ms State of CaNforris, principally doing it is agreed tl rs at field cor illio may require charges b arses plers. Nis further agreed tlmat responsibility to plow, spread, water and compact the N In strict accordance with the Specifications. comply with the generally accepted standards and practices of tat ergiresr's btrisee in the fleeld of Applied Solis Mechanic, hereby certify tilt a sampling and sludy of the toll Mme Owner (Developer) shsN have a Registered CWH Ergi ea mteke such dsrges, aNenstions, N fill Slopes shall b b e, cut and trimmed The slopes of e d to finish grade to produce smooth surfaces trade or profession. The engineer further sprees that the work performed herein cxd skins preveles w*M this Site wee made by u s, or under our direction on September 11, 2008 or spry necessary rsy for and 4. Cut and deeiresbls a and and unif cross ssh avatits and embankments shall be shaped, shall be in accordance with the rules and regulations required by the City of One uxleupNte copy of Ms Soils Report complied from ft Mudy with our mWivra Klilbs, has been -� planted and trimmed as directed by the Engineer of Work and left in a neat and orderly Encinitas. The engineer egress that any gle mm n check or review perfosd by the subm*ted to the OfNos of the City Engineer. Ftrss, we has re es viewed ton Graft Ptere and condition. AN atones, roots and otter waste matter exposed or excavation or errmbanknmert slopes City of Encinitas in its capacity as a public entity for the plans ow* Mat Ms recornrtsrdstias Included n Ms original Soils Re na prepared by tie gport, and all bbmrig Addendurne supervise ov er all grading activity an d , We hereby o that a Registered Soidvis 141 o a Geologist hat ben or will be 1 to compaction and stability of the f th e. ails. C which arm Noble to become Wearied shell be removed and disposed of. The e and top of all mVire not a determination by the City of Encinitas of the technical for this project have been incorporated in Ms Grading Plans and Spsdfiations. ov d ad vi s e le er le , sufficiency or adequacy of he plans or design, and it therefore does not relieve q a siopet shell be, carded le accordance with tat Grading Ordfnarmce t engineer of responsibility for tat plans or design of Improvermers based EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC By . e O O / tfsrson. The erginser agrees to indemnify and hold harmless this City of Erm **n 10925 Hartley Road, Suite "1" SCHWAR U 5. AN Mess, brush, grass, and other objectionable materiel shall be collected. piled or OlFmerwiM and Its officers, agents, and employees from property damage or bodily Santos, CaNfaTmla 1 Schwrortz F ply, L.P. disposed of off the site by the Contractor so as to leave the tot at have been cleared 619 5 15th Street with a and finished appoerence free from unsightly debris Approval of location of debris Injury anteing solely from tie negligent act, arras, o r o u s an o e n gi neer osuch ( ) Project No. OS 114787 258 -7901 Fax (619) 258 -7902 QROFESS /oil Del Mar, CA 92014 1N1 shah be secured from the Solis Engineer and City Engineer prior to the dlapOSal of any and his/her agents or employees acting within the course and scope of such "o o u S. � O O � 619) 261 -2187 ¢ agency and employment and arising out art of the work performed by the engineer. ^ P /�� Fyo ( , such mists". �I Cc27oa<Oi w By: � I-29-O9 m RESOURCE DEVELOPMENT CORPORATION MAMADOU S. DI O , GE 2704 Date * Circle C rarlsbad 92010 License Expires 12/31/09 w �� u AS- BUILT' U cr (780) 942 -1106 Email: rdcQrdc2000.com ����U GIV/t FCC ` �, BMP STATUS PLANNING & BUILDING DEPARTMENT PUBLIC WO S DEPT PARKS & RECREATION DEPT SAN DIEGUITO WATER DISTRICT Job No. JNOS -0036 `� BRIAN DONALD STANDARD BRIAN DONAL� 175 Date W� Expires REVIEWED AND APPROVED BY: REV ED ND P OVED BY: REVIEWED AND APPROVED BY: REVIEWED Y: By '� — �� tS ° � No. 26175 BRIAN DONALD, RCE 26175 D e CIVIL License Expires 3/31/10 P Professional �Q REVIEWED BY: W NAME DATE NAME DATE ME DATE NAME DATE OrCPO Z Approval Expires 2 Years After Date Signed INSPECTOR Dab Z W REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE FIRE DEPARTMENT ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF ENONITAS CONTROL POINT No. 1032 REVIEWED AND APPROVED BY: PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A.Svv APPR D GRADING PLAN FOR: VUL 200 NORTH OF S HORIZONTAL AS NOTED A<* uW-0 /A � BY: BY: ri ve 5CHWARTZ / McMANUS RESIDENCE 10018 -G NAM � � DATE. CITY ENGINEER I VERTICAL AS NOTED NAME DATE BRIAN DONALD, RCE 26175 l `, DATE: 2 / I I / g DATE: t_� 545 and "A" FOURTH STREET, E NCINITAS � ELEVATION: 92.00 DATUM: NAVD88 License Expires 3/31/2010 1 08-224 BA/CDP SHEET 1 OF J3 RESOURCE DEVELOPMENT CORPORATION JN08 -003B P/L Pt. SEWER LATERAL NOTE: 20' CONCEPTUAL GRADING PLAN THERE IS NO RECORD LOCATION OF EXISTING SEWER LATERALS SERVING THE PROJECT SITE. CL CONTRACTOR SHALL LOCATE THE EXISTING SEWER SCALE: 1 " = 10' LATERAL PRIOR TO CONSTRUCTION START AND PROTECT 1a -10 THE CONNECTION TO THE EXISTING MAIN WITHIN THE 0 5 10 15 20 PUBLIC RIGHT -OF -WAY. NO NEW SEWER LATERAL IS 7PCCRINOHNGLITTER PROPOSED TO SERVE THIS PROJECT. IM T' SS' 7 •r OVER E' MN CL II BABE 2% 2% R/W R/W - - - -- PERVIOUS PAVERS - RNV FOURTH STREET RNV I j EXISTING COTTAGE I l ALLEY IMPROVEMENTS " 80' I I I TO BE RE -BUILT I I HOUSE -80.0 FF GARAGE -79.0 FF PER TYPICAL SECTION CA_ I I AT SAME LOCATION I ---- - - - COMPACTED FILL - - - - N---------- - .- - - a 40' - - - - - - - - - - - - - ._ - - - REMOVE EXIST FAILED AC PVMT AND REFUGE WITH NEW PVMT 6 BASE i ----- - - - - -= _: -Z - -� _ _ _ _ _ - - ll� � GRADE PER SOILS ENGNiEER. MIN SECTION - 4' AC OVER G CL II BASE E XISTING AC PAVEMENT XISTING CBGXIS SIDEWALK BE FOOTING OFFSITE GRADING NOTE PER SEPARATE BLDG PERMIT ALL OF THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICIWT'S TYPICAL SECTION -A LLEY RY RETAINING WALL PROPERTY. W ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A PER SEPARATE BLDG PERMIT NO SCALE RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, AISED WOOD FLOOR FRAMING A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST PER SEPARATE BLDG PERMIT BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY -O VER-EXCAVATE AND RE- COMPACT PER SOILS ENGINEER'S RECOMMENDATIONS AUTHORIZEDD IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP - WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. I � PIL o ( SECTION A-A I FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF 1"= 10' HORIZ & VERT INS rr DRA SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION EXISTING FENCE TO BE REPLACED ,� WITH NEW WOOD FENCE AND DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STORM DRAIN SYSTEM. s FIE DEPT o CONSTRUCTI ACCE GRASS AND LANDSCAPE AREAS DESIWTED FOR STORM WATER POLLUTION CONTROL 80.0 FF r / r ALL ADEPTS SHALL EE OF 20' N WIDTH DURING � 1 f P B L J .✓ . 1 J J CONSTRUCTION AND MABRAMI FREE AND CLEAR, INCLUDING SHALL NOT BE MODIFIED WITH A PERMIT FROM THE CITY. r / r /I " MASONRY FON WALL THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE FIRE IN ADpIT1pN, ALL WESTERLY ELEVATION ROOf DRAINS OFF THE AMIN HOUSE ROOF SHALL PER SEPARATE L -13 CODE AND THE ENCINITAS FIRE �ARTTENT' N BE CONNECTED, EITHER DIRECTLY OR BY SURFACE FLOW OVER THE PCC PATIO AREA, TO THE ONSITE DRAINAGE DETENTION PIT SHOWN ON THE PLAN, 1W LANDSCAPE SWALE PER DETAIL, THIS SET COMPACTE BLDG PERMIT J 25 ���72 -11 f 1R��W, •11 PARKM I N HE PIPE NOT TO BE MODIFIED OR 004OVED AT PAVEMENT EDGE X 1S WITHOUT A PERMIT FROM THE CITY OF ENCINITAS EXIST FENCE TO EE 78 0 N r85 EXISTI N83'20'15"E- 100.37' WITH NEW s HIGH WOOD �`� L �, -- ENPowd) YAK H =2. (2.a E�ord) H • 1.7 (1 -- - -� a. ° `" 78 4 -.. - _... - - GRASS OR APPROVED GROUND COVER � , ND A - <- - - -- <- < - -- < -- C - -2 OVER < - < \ v j OVER LANDLOK TURF REINFORCEMENT / II / s p (WHERE SLOPE EXCEEDS 2%) >; FouwnaN wAtl 6, 20' AC PAVEMENT i BASE rtR TE + L SECTION 8 -8 j d ° IN I'll I= PUN CHECK No. W1 LL LLL WITH T PCC RIBBON GUTTER a x 1 i c yE �.'EC Ha Lt NO SCALE s PER TYPICAL SECTION ti w EXIST BLDG F04TPRNT ° I ° _ . -_ L LLL w • L TO EE PRESERVED 1'�a�SE ( L -L c c Y a ° ° 80.0 FF - 79.3 PAD RAE L L s !) o L L l � L I I I L = L w GUEST SUITE« NPEoueEFaINDATKINWALL 79.0 - � PAD L L � L L N ` g R SEPMATE BLDG POW L L A 78.5 FF -71.8 PAD ' IM PLAN CHECK No. WiM L ��� sp4. f U L L N L7 °d N d d I I Jr J X d *TAM' d - Y TE a.{1N P&IMIT a w / 3 2 �LDO PL4N CHECK No. OFD PA1`IO ° ° -- L d b ° 78 a 2-58- 6.T 3 T O ° ° EXISTING FENCE TO REMAIN ° ' 7'9.6 FF Y� ° `7 I - I - r I L ' N ,1011 EXIST CONCRETE SLAB 80.0 FF . r ° AT PAVEIHNT EDGE 012M •. I - i I MASONRY FDN WALL „ `" PER SEPARATE a %. a ° ° d BLDG PERMIT COMPACTED FILL ¢ 4 o L� -- - -- - - - - -- - e o min < _ I A Aau� - -- - - - - -- - - - - - -- - - - - - -- / of I S SC PE J I 20 AC PAVEMENT 8 BASE - - - - - i - H • 4.a (ss E aorta) H (2s E 2.r xpootl) WITH 3 PCC RIBBON GUTTER '!-M1\' - - - - -- J T ° EXISTING GRADE - 8 ¢ I EXISTING GRADE TO REMAIN PER TYPICAL SECTION t �SE I s ' OR APPROVED GROUND COVER OVER GRASS LANDLOK TURF REINFORC 80.0 FF - 79.3 PAD L79a_ EXISTING WALKWAY TO REMAN - REPAIR IF NECESSARY AT END OF CONSTRUCTION d (WHEN SLOPE EXCEEDS 2%) d t I - , I C}- w w � I �� • o � IL- 11 79s SECTION C - C EXIS FH c a f I 1 I NO SCALE I MH RIM f I I 1 �\ °a (t75.53 TBM LANDSCAPE w a w U I A MAIN E=TNG GRADE TO RAMII IM. yip e d • ° v PA. °E H • 3.3 (2.s EigowO) WALL I r ! • AT OMINePB _ - - - F" ° o I < 6 - NAGPLANClECKNo.OL77M I TO BE PRESERVED I I H 2.T ( 1 ° � �- -- o `Jw ElGBT ILDG TPRNT PCC PATTNS ° ° ° _ - - -. d L ^` r J EXISTING FENCE TO REMAIN 78.6 FF O 1 I I 79 .e FF I 1 min m 1 802 258 - 072 -17 -- - - - - -- - - - - -mow HOUSE FOUNDATION WALL N w HUM Fpl10ATi0N WALL FER 8�ARATE BL.OG P EIM `" I DEMO, REMOVE, AND REPLACE ° ACCESS Y UNIT P6t NIEMRAIE BLDQPE1IaIT J EXIST AC PAVEMENT EXISTING GRADE 78.5 FIF .8 PAD GRASS OR APPROVED GROUND COVER d i HMSE LLLL LLL LLLLLLLLLL LLLL L w GARAGE LLLL�LLLL LL LLL L w OVER IANDLOK TURF REINFORCEMENT w 00.0 -79.3 PA LLLL LLL LL L L L LL V n c LLLL�LLL LL��y� L�L�L�LLL�LLLLL L LL (WHEN SLOPE EXCEEDS �.. �s PAD L LL LLLL L L Z 80.0 FF - 79.3 D LLLL LLLL L4 L+LLL L L 4 t LLLL`LLLL LLLLLLLLL L LLL L LL LLLLLLLLLL LLLLLLLLLL LL LLLL L LL u N EXIST CONCRETE SLAB a (..� HIOUBEFOUIWTIONWALL �� ����'+���� ���� �� � L L` JO > M _ A % BEPrYMTE KDO POW 4 AT PAVEMENT EDGE s 2x1' - -- o - P t r. DETAIL BM LAND SCAPE SWAL qw sB>E, r sETBAac - - - - ME YA6liE%ACiL -. - - ET - -- -J NO SCALE z H t 2.r (2.s E yo..al R LANDSCAPE H • 1.a (o.r E4owa) Ate- - ---- - - --- S�7° < - < -- < -- < < -21K -- < -- < -- < -- < -- < -- <- < - < -- < -- Z - - - - - --- - - -- W --- - - -- � 'FIRE LANE • NO PARKING' SIGN � - -- - ! IgMPAVBIEN7 0 ( _ - . - - --- -.- -- - -- .a -.._ -e rr - -- -ter -a-- -ter --- -� - -- _ ATfAVIMlIITEDOC _ EXIST - - - - -- - - - - - - - -- - s , 80 9 3/4" Gravel -� m S83'21'18'W - 37.53' 80 t 38'4(, y 1.00' > £ LANDSCAPE SWALE PER DETAIL, TITS SHEET EXIST FENCE TO RI�IMN IL __� d 3 1 rID E� j W EXISTING GARAGE CONCRETE Concrete Turlb 6, N TO ADJACENT DEVELOPMENT bck - , • - 2" Sand W I I r w i � WRHgJT A PO FROM THE CITY OF ENCINITAS � PROVIDE SMOOTH TRANSITION EXISTING HOUSE 4" Mtn w J r - 10 J T E 2rJ£3�CJ72�1S sRIIANc' WO I s "a aNlsuBa.e i o I \ 1 w DONALD w W NOTE: PERVIOUS PAVERS SHALL BE GRAVEL FILLED ` No. 26178 I ' o CONCRETE TURFBLOCK OR ACCEPTABLE ALTERNATE jOPO SURVEY NOTE CM L WITH EQ G REATER ADSORBTION RATES w PlobnNOnal r I T QU OR G W I � EXISTING CONTOURS AND SPOT ELEVATIONS SHOWN ON THIS PLAN ARE BASED �, � I - P PAVERS I DRIVEWAY w I TYPICAL SECTION PERVIOUS VE S AI D VEW Y £ v I I ON A FIELD TOPOGRAPHIC SURVEY PERFORMED BY STEVEN M. HOWELL, LS 5758 1rFOF `F OQ- ', , - - Z i ON JUNE 8, 2007 CAL NO SCALE Z 0I/14/2009 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. 1032 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV 1 GRADING PLAN FOR: BRASS DISK SET IN TOP OF CURB EAST SIDE OF BY: y 4 4 1 0 1 BY: 1 - SCH WARTZ / McMANUS RESIDENCE 10018 -G V ULCAN AVE, 200 NORTH OF "E" STREET HORIZONTAL AS NOTED � - ice CITY ENGINEER VERTICAL AS NOTED BRIAN DONALD, RICE 26175 DATE: I DATE: 2 1 1110 4 DATE: L 545 and "A" FOURTH STREET, ENCINITAS ELEVATION: 92.00 DATUM: NAVD88 License Expires 3131/2010 08 -224 BA/CDP SHEET 2 OF 3 RESOURCE DEVELOPMENT CORPORATION JN08 -0038 EROSION CONTROL NOTES EROSION CONTROL PLAN 1. In case emergerxy work is m*W, wnW JOEL SCHWARTZ at (619) 261-2187,24 hours a day. SCALE: 1"- 20' 0 10 20 30 40 50 2. Equipment and workers for emergency work shah 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. 3. Devices shown on plans shah not be moved or modified without the approval of the Engineering LEGEND Inspector. 4. The Contractor shall restore all erosion control devices to working order to the satisfaction of �� I � � "` � GRAVEL BAG INLET PROTECTION 20 BAGS the City Engineer after each run -off producing rainfall. I SILT FENCE (CALTRANS BMP SC -1) SF 300 L.F. �+ 5. The conlraclor shall k*M addttiond erosion control measures as may be required by the City ' CONSTRUCTION ENTRANCE DETAIL, THIS SHEET ; 1 EA Engineer due b an a1COntlplela grading operation a IMlfofeaeerl CIrCIfflrotaflCee Mich may ones. I I � ':»A« 6. The Contractor shah be responsible and shah take necessary pfekbutrOrhS to prevent public . c I � ' I a , �,- sr ._._. sr ->F - u u trespass onto areas when impounded waters create a hazardous condition raaarrr � � 7. AM erasion control [iNmm a provided per tiro approved Coding PNn shat be kxwporded hereon. rses around the l profed penmeter must drain away from the face of slope at the , SILT FENCE 8. Graded a I k WrlcluflOn Of each work day. I I � T 9. All removable protective device: shown shall be in place at t and of each working day when 1 I z F- -1 the Ave (5) day rain probability forecast exceeds forty peroent (40%). Silt and other debris ( ' ' ' 1, u u 1 T. shall be removed after each rainfall. i I LANDSCAPING NOTES 10. Should germination of hydroseekbd slopes fail to provide effective coverage of graded slopes TI (90% coverage) poor to November 15, the scopes shah be stabilized with punched straw installed State in accordance w 1. NI slopes shell be plerNed and irrigated in accordance with plena approved by the Engineer. with Section 35.023 of the Erosion Sediment Control Handbook of the b d ski I :' M City npxroer. f Plans shell conlonn to the City of Encinitas Grading Ordinance and all adopted Landscape and Califomia Department of Conservation. t ' ! . Irrigation Standards. GRAVEL BAG DIN R h . T. sR 2. Finish Grading and Planting shall be accornplished on all scopes prior to October 1 or immediately HY ROS N I t upon completion of any slopes graded between October 1 and April 15. Q EEO OTES a l T 3. If pads are M vacant for a period of throe months, or at the discretion of the C' Engineer, 1) Hydi oseedirg aid be applied to all slopes that are graded 6:1 (Horizonte b Vertical) or shaper I R SILT FENCE entire pad shall be hydrOSeeded. when they are: _ , 2r Sir ar ar 1. Three feet or more in height in N areas. 2. erosion resistant character of the material d as approved by the City Engineer i 2) lnigolim droll misinform a moisture level of the soil at the opft m level for the growth of In ' mix.I STORMWATER POLLUTION CONTROL 866P NOTES 3) Hydroseeding Mix shall consist of all of the following: ' I Relative to Construction Activities 1. Seed mix shall consist of no less than: Minimum % Purity /Germination Concrete Wash On -sea Construction Material St orage a. 2.0 Iles. per acre of ARTEMISIA CALIFORNICA 05/60 Contractor shal establish and use an sdeweey seed concrels washout was b Slorsd nolsi shd bs co"w"ed in a secure place b prsvw seepage and contain washout wsslas on site. it Is IapN b wash concrete slurry, spillage. Convector shall swe two prodnlcls whara any was Wray out of the b. 2.0 lbs. per acre of CAMISSONIA CHEIRANTHIFOLIA 90/80 e system rain. Contractor " prwAft nowdery wriftinmert for oil hw swed on-ob. c. 4.0 lbs per acre of ENCELIA CALIFORNICA 40/60 V water. CmV acb ah � ill a g wr a locstlon Into the n con d. 4.0 lbs per acre of ERIGONUM FASCICULATUM seplr p�40n d slam water from kW ornate. sbaewss Construction Site Acc e. 3.0 Iles per acre of ESCHSCHOLZIA CALIFORNICA 98180 mer lu s sail, ow ft. nwy kndreds �� 40a m eleriek, fr c anc rale , aggragale low, Mc. Sbclpis le f. 12.0 lbs. per acre of FESTUCA RUBRA MOLATE 95180 A subllasd construction construction uction ses sooaas shall be provided f« vehicles qw and What be localsd si ey from oonanaaled Worm ss water to and Worm drain tints. g. 1.0 lbs. per acre of LAYIA PLATYGLOSSA 60160 s� t �PnwrK and tradckp dirt off oft. Tile shat Include using materiel SbdrpNss shall be covered «proteaad wash sot sw�tbn rnaasrasa and corregated stets panels/plates. provided wMh a MmPo►ary ssrannerlt benlsi sound aw parin eka st al times. h. 6.0 lbs. per acre of LOTUS SCOPARIUS 90180 Construction Vehicl Training t. 4.0 lbs. per acre of MELICA IMPERFECTA BOW A spedlc wes away hall gAm and sbrad okn Sint bas dm*mbd for - m -1edbrn C5iii wr4ADyM wha psrrorm 'o ' 1edbnn in ew City ot Endnitn What j. 3.0 lbs per acre of MIMULUS AURANTIACUS PUNICEUS 02160 vehicles prkmg, which initialing and roulkw p,;pnwnt „wi ilsnanos. Al rrwior be I shed to be In go wil h ew City of Enckdles storm wee pok" m n k. 3.0 lbs. per acre of PHACELIA CAMPANULARIA 98/75 I. 3.0 Iles. per acre of RHOS INTEGRIFOLIA repairs shall be made off . ' A w es . These BW moles call be awlable ID everyone worift on Wile. The prop" ownr(e) and to prise earecsa must Mm eubmwa'bn abonR Erosion Cont rol storm water requirements and their own responsbafties. m. 2.0 lbs. per acre of SALVIA MELLIFERA 70/50 NOTE: Erosion caned mwt be pro ided for al erosive sudeae. Sloped wbm oWKkay. waste M m eet n. 8.0 tbs. per acre VULPIA MICROSTACHYS 90180 / Whorl be prolecsed agakra srosforn by 'Whanq araian resiswlt eurleoee such as CONSTRUCT SEDIMENT BARRIER AND resist c „ w y male �wM �d rnvr � ad badsd a w mwk ��' Dumpi f of d ikon � unused A CHANNEL RUNOFF TO SEDIMENT TRAPPING DEVICE �� ��• 2. Type 1 RNiIOh appNed at the rob Of no less than 2,000 bs per an. Type 6 mulch (Straw) may 1 1/2' CRUSHED ROCK No excavation and grading activities are allowed during wet weather. wAwa water an carry tam tole the conveyance syslem le Wbidy prohdbWw. No wpapa from dump s& shal be ," J gad Inb ia" wale. Bemwldlres DivrNon caw shall be aorefrinded b darxnN nanolf rand the oawkuction WMe. be s Wlnall be Pfd rand du WAn b divert the natural slam "sot. Dumpelens substituted, all all or part, for hydraulically applied material. When straw is used, it must Ca'wecbr ww prow chrwwle apakwt srosim uskg permanent and is Wrwy atoll bs cfwdwd f« le.lu. Iles shall nrrnNn closed a al red b the slope by mechanically punching no lees Ilm 50% of the straw into the soil. e be wdlo Nh ourlpaler b 1.1' MIN. UNLESS OTHERWISE erosion control measures' miss. Dumpslens wilhout ids OW be pboad within ssucfrxaa when VPW4 as ^ ILTER FABRIC ON Renton md*V wpMa m or* whin absolualy asowary. � pq" c^ Fertilizer ooruisMg of ammonium Sulfeb, 16 20-0, MIAtI 15% hale SPECIFIED BY A SOILS ENGINEER ORIGINAL GRADE nosing a covrad tarps in ceder b avoid min caMact viii any trash nnawiN, 3. rD P sulphur aPPted anrcled lo phases b avoid wrnaaesry, morel d the mUzi gra nd sawn. rate Ot 500 bs. per acre. SECTION A -A be ca Many axnwuceon rrwle irndudk riles, g WoNaraW, waw-0wd on be while * Do not remove tress « shrubs urt n arN scyl ; they hap decrease erosion. broken asphalt and oancnle, w ood, and cleaned wgslN an be recycled. Non tl 4) Areas to be hydrk>seeded shah be prepared prior to hydreseeding by: MIN. Temporary wpMaton newest be plenaed on slopes «wham aoresfrnectlon le nor hs � nfon oft a dlepo th A lenwdfMMY plerWhed for erosion wrnfrd purposes. Erasion shell bas pievaMSd by Hazardous Wasle Floekw loll fray at (suc) 7141196. For knbreeeton an lernetle 0 pklrnikg hetyraaag arwweN rd prrasM gresess b shiNd and bend f a sod. 1. Roughening the surface to be planted by any or a combination of: 19' RADIUS MIN. and to order dumpsters call EDCO at (760) 436 -4151. a. Track walking slopes sleeper then 6:1. Plenl pa'narm wgatason as soon as poeslba oroe owevallw and Waekq b. Ripping areas that will not beak up using tern "a" above• receptacles around the oft. w activities are complete. PaNrArNe shoal lea kept of exposed surfaces. Plea bash care and resyleq 2. Conditioning the 50118 s0 that it IS Suitable for fiandn9 by: Water usage for dust control shat be minimized. W a. Adjusting the surface soil moisture to provide a damp by not saturaled seed bed. > Portable bilele rrwwt be in good workNg stir and dwdwd frspwntly for krsb, w Canfracbr Whorl provide secarnday conNairwrwnt asd bale portable bilels away w b. The addition of soil amendments, ph adjustrrrorht, leaching a covering saline sods to from stomdrain inlets and pervious surfaces. t] provide viable conditions for growth. STABILIZED CONSTRUCTION ENTRANCE Al oawauclion defile rose be kept sesy from the sfrast, w wler, and Wbmn drain. U 5) Fydraeeded wees droll be maintained b provide a vigorous growth urd rill p *d is pemrorw* NO SCALE a from rdldv� and dean up mawial tiwt may haw trawled IX landuroped a, for areas where hydroesedirg is the permanent landseapmg, until the project is BRY1N w completed and all security released. �� DONALD cr 140.26175. CIVIL s Professional Q W Z FOF Cpl \FO 01/14/2009 Z REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w CITY OF ENCINITAS CONTROL POINT No. 1032 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP PRO EROSION CONTROL PLAN FOR: 2" BRASS DISK SET IN TOP OF CURB EAST SIDE OF VULCAN AVE, 200 NORTH OF "E" STREET HORIZONTAL AS NOTED BY: � ,,e�J_ By SCH WARTZ / McMANUS RESIDENCE 100 18-G CITY ENGINE R VERTICAL AS NOTED BRIAN DONALD, RCE 26175 DATE: / DATE: 5 54 5 5 and " A " FOURTH STREET, ENCINITAS ELEVATION: 92.00 DATUM: NAVD88 DATE: T f t License Expires 3/31/2010 08-224 BA/CDPj SHEET 3 OF 3 RESOURCE DEVELOPMENT CORPORATION JN08 -003B