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2004-9253 G (Plans) GENERAL NOTES GRADING PLAN WORK TO BE DONE The Grading consists of the following Work to be Done according to the plans, the 1. All work shall be done in accordance with these plans,the Standard Specifications for Public current City of Encinitas Engineering Department Standard Specifications, the San Diego Works Construction,the Design and Construction Standards of the City of Encinitas,and the San Diego Area Regional Standard Drawings. Any changes or revisions therefrom shall be approved LEGAL DESCRIPTION Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction by the City Engineer prior to any request for inspection, LOT 14, 15,&16 OF STURGES&RATTON'S BLOCK 7A OF MAP 33,IN THE CITY Grading shall consist of the construction of all cuts and fills shown on these plans and OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA outlined in the earthwork specifications. All grading details shall be in accordance with 2. The Soils Report entitled PRELIMINARY GEOTECHNICAL INVESTIGATION, Proposed Three(3) SEE SHEET 4 FOR EROSION CONTROL FILED IN THE OFFICE OF THE COUNTY RECORDER MARCH 19, 1887 the City of Encinitas Grading Ordinance. Duplex Residential Structures, 701,703&717-721 Vulcan Avenue, Lots 14, 15&16, Map No. 33, Encinitas, California" prepared by COAST GEOTECHNICAL, dated February 23, 2004 NOTES AND DETAILS APN 258 214 12&13 shall be considered as a part of this Grading Plan. Al grading shall be done in accordance with LEGEND ITEM SPECIFICATION 5YMBOL QUANtItY the recommendations and specifications constained in this report. LANDSCAPE DRAIN INLET PVC ATRIUM O 17 EA. � CC i 3. Approval of this plan does not constitute approval of sizes, location and type of drainage facilities, ` ,g. _ 01 nor of improvements within street right-of-ways. Separate approvals and permits for these shall ,- + ,, _ � ° , _! PRECAST PCC DRAIN INLET BROOKS 24 SQ 17 EA. be required in conjunction with improvement plans. 1 'sT 48 �; l �� ,, „r C rr CTR + s t GRATE DRAIN INLET 8"WIDTH 96 L.F. 4. Written permission shall be obtained for any off-site grading. sT D , 4" PVC DRAIN PIPE SDR 35 sn 350 L.F. S. The Contractor shall take any necessary precautions required to protect adjacent properties during s 1 _ CH I N ecSr _ © 'p grading operations, Anything damaged or destroyed shall be replaced or repaired to the condition >r W ley i s_ Mcwct"- �v existing prior to grading. 1 �, `� N 12" PVC DRAIN PIPE SDR 35 96 L.F. w f sK Ll a+EUEZ4ST RIP-RAP 8" ROCK 6 C.Y. 6. The developer shall be responsible that any monument or benchmark which is disturbed or destroyed shall be re-established and replaced b a Registered Civil Engineer or H STREET `, w '_` �. e s ' Y P Y 9 9 vIEIJPOINT -- -- a Licensed Land Surveyor vaarc �,�; � e �{ s , i � MASONRY RETAINING WALL SDRSD C-1 TO C-8 _ __ 1,325 S.F. 0 J i I ^ .........__ _ _5 � _ __ �___ _� _u- H sF<EE. W 4: � �. IGbg i1sU i MELBA ( RD - 7. The Contractor shall design, construct and maintain all safety devices, including shoring, and t ; shall be responsible for conforming to all Local, State and Federal Safety and health standards, t °` EARTHWORK �z( laws and regulations. ,w t :, ��~� _ �-�'� � � ? �� �;�: EXCAVATE: 1,000 CUBIC YARDS REMOVE AND RECOMPACT: 3,000 CUBIC YARDS B. Grading and equipment operating within one half(1/2) mile of a structure for human occupancy EXCAVATE & RECOMPACT SHRINKAGE (25%): 1,000 CUBIC YARDS shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays,Sundays VICINITY MAP COMPACTED FILL: 250 CUBIC YARDS FOOTING SPOIL: 250 CUBIC YARDS IMPORT/EXPORT: NONE and City recognized holidays. NO SCALE EARTHWORK QUANTITY NOTE 9. No grading operations shall commence until a pre-grading meeting has been held on-site with the following people present: City Inspector, Civil Engineer,Soils Engineer, Grading Contractor and The earthwork quanities indicated above are arrived at by using the Project Engineer's judgment considering the P following e. The pre-grading meeting shall Civil scheduled with the City a least 48 hours r advance existing site conditions and topographic information obtained from a detailed site survey. The existing ground elevations expected after demolition of the existing structures, hardscape and vegetation are not accurately by calling (760) 633-2770 predictable. Therefore, the above quantities can be used as a reasonable estimate for Bonding purposes only. The exact quantities of earth required to be moved and compacted to achieve the finish grades shown on the plan 30. Prior to hauling dirt or construction materials to any proposed construction site within this project, cannot be accurately estimated and the construction contract should reflect that ambiguity. the Developer shall submit to and receive approval from the City Engineer for the proposed haul route. The Developer shall comply with all conditions and requirements the City Engineer may impose with regards to the hauling operation. 11. Upon final completion of the work under the grading permit, but prior to final grading approval SOILS ENGINEER'S CERTIFICATE ENVIRONMENTA L DATA and/or final release of security, an As-Graded certification shall be provided stating: 'The grading I, MARK BURWELL, a Registered Civil Engineer in the State of California, principally doing 1, STEEPEST EXISTING NATURAL SLOPE ON SITE = 25 % performed under Permit No. 9253-G has been performed in substantial conformance with the business in the field of Applied Soils Mechanics, hereby certify that a sampling and study of the soil 2. MAXIMUM VERTICAL DEPTH OF CUT= 10.0 FEET(BASEMENT) approved Grading Plan or as shown on the attached As-Graded Plan". This statement shall be conditions prevalent within this Site was made by us,or under our direction on December 19, 2003. 3, MAXIMUM VERTICAL DEPTH OF FILL = 1.0 FEET followed by the date and signature of the Civil Engineer who certifies such grading operar nn. One complete copy of the Soils Report compiled from this study with our recommendations, has been submitted to the Office of the City Engineer. Furthermore,we have reviewed these Grading Plans and 4. AVERAGE DEPTH OF CUT = 1,000 C.Y. x 27/0.36 Acres x 43,560. = 1.7 FEET GRADING NOTES NOTIFICATIONS certify that the recommendations included in the original Soils Report,and all following Addendums, 5. AVERAGE DEPTH OF FILL = 250 C.Y. x 27/0.36 Acres x 43,560 = 0.4 FEET 1. All grading shall be observed and tested by a qualified Soils Engineer or under his/her direction. 1. The existence and location of underground utility pipes and structures shown on these plans for this project have been incorporated in the Grading Plans and Specifications. ° He/She shall observe and test the excavation placement and compaction of fills and back fills were obtained by a search of available records. To the best of our knowledge there are no COAST GEOTECHNICAL rn and compaction of trenches. He/She shall submit soils reports as required and will determine existing utilities except as shown on these plans, however: 779 Academy Drive I 2Tr39 to � Exp.5-31 rui the suitability of any fill material. Upon completion of grading operations he/she shall state Solana Beach, CA 92075 CFFITIFIFD that observations and tests were made by him/her or under his/her supervision and that in The contractor is required to take due precautionary measures to protect any existing utilities �NGlNEE IST, ,r his/her opinion, all embankments and excavations were constructed in accordance with the or structures located at the work site. It is the contractor's responsibility o contact the Project t No. P22 Fax (858) 755 9126 cr oLOr IS T, . Project No. P-401014 approved grading plans and that all embankments and excavations are acceptable for their following owners of said utilities or structures prior to any excavation, for verification and �f intended use, location of utilities and notification of commencement of work: I �r By: AWA4elj 2. The Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent a. Sewers- Encinitas Sanitation District (760)633-2770 MARK BURWELL, CEG 2109/ V i th.:,.c, i5kone.+ Date 3-1 Exp,12-31-05 ponding of water. He/She shall control surface water and avoid damage to adjoining properties b. Gas&Electric-SDG&E (800)422-4133 License Expires 5/31/06 G� 7 �Z ExP> iz%1/°a r or to finished work on the site and shall take remedial measures to prevent erosion of freshly c. Water- San Dieguito Water District (800)422-4133 CN��`'' graded areas until such time as permanent drainage and erosion control measures have been d. Telephone- Pac Bell (800)489-3441 q e �, . „n installed. e. Cable TV Daniels Cable Vision (760)931-7000 STATEMENT OF ENGINEER OF WORK OWNER'S CERTIFICATE f. Underground Service Alert (800)422-4133 The undersigned engineer agrees that the work performed by the engineer shall We hereby certify that a Registered Soils Engineer or Geologist has been retained to supervise over all 3. All areas to be filled shall be prepared to be filled and fill shall be placed in accordance with comply with the generally accepted standards and practices of the engineer's grading activity and advise on the compaction and stability of the site. the Standard Specifications. All vegetable matter and objectionable material shall be removed 2. Contractor shall notify the City Engineer's Office 48 hours prior to beginning any work on this trade or profession. The engineer further agrees that the work performed herein by the Contractor from the surface upon which the fill is to be placed. Loose fill and alluvial project. Phone: (760) 633-2770 shall be in accordance with the rules and regulations required by the City of soils shall be removed to suitable firm natural ground. The exposed soils shall be scarified to Encinitas. The engineer agrees that any plan check or review performed by the `KEVIN ALLIN, Manager Date a depth of 6" and then compacted to a minimum of 90 percent. It shall be the Contractor's 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760) 633-2770. City of Encinitas in its capacity as a public entity for the plans prepared by the BEACH TOWN BUNGALOWS, LLC responsibility to place,spread,water and compact the fill in strict accordance with the Specifications. All work performed without benefit of inspection will be subject to rejection and removal engineer is not a determination by the City of Encinitas of the technical 1446 Ranch Road sufficiency or adequacy of he plans or design, and it therefore does not relieve Encinitas, CA 92024 4. Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth surfaces the engineer of responsibility for the plans or design of improvements based 760-944-6780 and uniform cross sections. The slopes of excavations and embankments shall be shaped, thereon. The engineer agrees to indemnify and hold harmless the City of Encinitas planted and trimmed as directed by the Engineer of Work and left in a neat and orderly and its officers, agents, and employees from property damage or bodily condition. All stones, roots and other waste matter exposed or excavation or embankment slopes injury arising solely from the negligent act, errors, or omissions of the engineer which are liable to become loosened shall be removed and disposed of. The toe and top of all and his/her agents or employees acting within the course and scope of such slopes shall be rounded in accordance with the Grading Ordinance V` agency and employment and arising out of the work performed by the engineer. 5. All trees, brush,grass, and other objectionable material shall be collected. piled or otherwise RESOURCE DEVELOPMENT CORPORATION disposed of off the site by the Contractor so as to leave the areas that have been cleared With a neat and finished appearance free from unsightly debris Approval of location of debris 2410 ad,CA 9 Circle rr;iAR, f` fill shall be secured from the Soils Engineer and City Engineer prior to the disposal of any Carlsbad,CA 92008 u oc2*7 (760) 942-1106 Fax(760) 730-3059 �` N° 2s17s AS-BUILT'' such material Job No. 04-0068 , Pro essional - PLANNING AND BUILDING DEPARTMENT SAN DIEGUITO WATER DISTRICT PARKS AND RECREATION DEPARTMENT PUBLIC WORKS DEPARTMENT � o� � ���F�� MI DON RCE 26175 REVIEWED BY: REVIEWED AND APPROVED BY: REVIEWED AND APPROVED BY: By: lS b a7 License Expies 37/ p BRIAN DONALD, RCE 26175 Date RENEWED BY: License Expires 3/31/06 NV1, M DAT DATE ME DATE NAME DATE Approval xpires 2 Years after Date Signed lN$PECTCIR 03/10/05 DbLftl)BY DRAWN BY i REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK 5CALE ENCINITA5 FIRE DEPARTMENT CH c D Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. &5�® r 1_1° O 1►rw 13 CITY OF ENCINITAS BENCHMARK No. 1032. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR(�yE GRADING AND DRAINAGE PLAN FOR: STAMPED"ENC TC2"LOCATED IN THE TOP OF EAST CURB OF 19253-C7 WLCANAVENUE 2.5'NORTHOFDRNEwAY ENTRANCE TOTHE HORIZONTAL _ BEACH TOWN BUNGALOWS N/A BY; 8Y: CITY OF ENCINITAS ADMINISTRATION OFFICES. `� O� 0 S CITY ENGINEER i DATE' ENCINITAS PROTECT No. 03-029 TPM/DR/CDP/EIA VERTICAL N1A B AN DONALD,RCE 26175 DATE: 4 / a / DATE: �9 S SHEET 1 OE E] ELEVATION:89.86 DATUM: NVGD29 AM DA License Expires 3/31/06 RESOURCE DEVELOPMENT CORPORATION JN04-0068 I I I I '----------I I I ° � .. R e' Z��. D" D ° .I II , ; i _ I - 9 R ��s C L �0 W ; R I IP Da °T i 'f�° � � D. . q ��� r�� J ; ; ! �RADINC PLAN 1 � . . 77 I Z = I ° 1 r r - r1 �+ i>, 1 j rr 1 r - /I /� 11 - 1 I � z P `R.' , r r r ° . I 1 268- � l! J�3 � z ����� J-��J SCALE: 1 - 10 CURB DATA 2v �2-1%�rJ1 d w I ; , ) J-';J ° ° j j . EXIST GARAGE a I j 10 N0616'10 W 13.66' - \ o. ------= z �+ ° e I I) --------------- ---' _ 5 10 15 20 I I -' EXIST I e �. : �XfSTP DRIVEWAY . - W EXIST GARAGE 0 �R c D=57°1750 R=10 L=10.00' w '\ o R ° 8• z ---------------- St S _ , _ 1 -----------------" A50MYRETAININGWALLTOR- AIN '..��°� ""-,i "�� �r - leiy 0 ❑3 D=60037'W' R- 5 L-5.29 I r - EXIST M l I I I III IIIIII I -- �t-- - 1 lulllllllll I I -- U' IIII - ' \ � __ ..- - IIIIIIIIIIIIIIIIIIIIIIII - _ II lllllll1111 --- ,- V 4 _= (IIIIIIII I I �;'�I 1111 }} [.. W __ Ti _-L -- - - v'. .•.. I - - - - IIIIIIII IIIIIIII III _. _ 1 I I IIIIIIIIIIIIIIIII III _ , 11luII _- v IIIIIIIIIIIIIIIII. j :,, : _ .,_ , - - � IIIIII 1r1111I 1I L__ 111 lu 11 1 uuuIVIIIIIIIIIIIIVLIIl1 JII __ _ If+ ul_ ...:,, I 1 -- LIII1111 1111111111111111:1 ____ _ 1 I t _._ I FOR SECTIONS AND DETAILS 3. PCC PR PER - t - t c - WII cif --- - 1 1 IIII 11 - 1 111.111 111 II II 1 111,1111 II 1 1 MH DIETED fi ,b G Iuulkml pull mull 11111,n1 uplllll 11 == IIII � _- II .0 u11uu11111I111I1I1 u91 1 r-- _ - ,� -_ _- II p1111718E REM YED � , t - � �. 1 - - � __.r 1 IVI6I �� \ --- t - -- - -�, IIIm -- T iM ���W kV11 1---,, '� SEE SHEET 4 DWG No 9253 �--'- W w+ -_ -_- 11 1 11 111 1111 C_I c�xi[�1 � y 111.1:111� 1 III II111 � �- - - u11l IIIIp1 a III VIM 11 II x111 1 -� 1�����7�,,�IY� - 1 1 j w' •d SECTIONS AND DETAILS R/W R/W R/W R/W R/W AT d SF RAIL ROAD R/W VULCAN AVENUE NEW FINISHED GRADE ALLEY CIL PER PLAN ON WEST TCH EXISTING GRADE 5TKUCTUKAL SECTION NOTE: ALLEY 5TKUCTUKAL SECTION NOTE: VULCAN AVENUE 5' PEDESTRIAN EASEMENT SIDE OF ALLEY ON EAST SIDE OF ALLEY THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS ENGINEER AT 115 ---- --- - - - -- -- 115 THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS THE TIME OF CONSTRUCTION BASED ON R-VALUE TESTING AND A TRAFFIC 25- 25 y`& y _- _ ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R-VALUE INDEX=7.0. THE MINIMUM SECTION SHALL BE 4"AC OVER 6"CLASS II BASE. 110 4.5' PCC SIDEWALK GARAGE - 109.66 FF - - VARIES 3q "5� -- - TESTING AND A TRAFFIC INDEX=5.0. THE MINIMUM SECTION PER 5DRSD 6-7 110 SHALL BE 4"AC OVER 6"CLASS II BASE. PCC ALLEY GUTTER NEW AC PVMT 4 BASE NEW PCC CURB d GUTTER PER DETAIL THI5 SHEET yosq 105 105 PER SDR5D 6-2 - - _..... (SEE STRLICniRA 5F=N �"- REMOVE EXIST - - - - - -- LOWER LEVEL 100.55 FF - - - - -- - - - 100 ---- -... 100 XIST AC BERM SAWCUT ��- 95 _ --- - 4' NEW AC PVMT d BASE 95 PER TYPICAL SECTION,TI=7.0 ROPOSED GRADE ORCH RETAINING WALL VULCAN AVENUE,THIS SHEET PER BUILDING PLANS 42'± (SEPARATE PERMIT) EXIST AC PVMT 5 ECTION A-A 1 = 10' HORIZ&VERT R/W DRIVEWAY 20' _ ALLEY PCC GUTTER GRADE PER PLAN AND PROFILE-� ARIES AV RIES - -= UD '. I CD 3' 'T' NEW AC PVMT d BASE z m PER TYPICAL SECTION_y v ALLEY GUTTER NO SCALE z w %u w In R/W NEW R/W OLD R/W o C/L 7.5' STREET VACATION P/L ii = 32.5' PER PM TPM03-029 115 115 115 115 _ P/L FOR PUBLIC STORM DRAIN H 20.5' 10 GARAGE 109.60 FF SEE PLAN PER PM(TPM 03-029J EXISTING DUPLEX - a 110 110 110 GARAGE - 108.20 FF 5.23 (P L TO ------------------- 110 Ov NEW PCC CURB d GUTTER c,Rg55 H PER SDRSD 6-2 '_D6 W KWAY 2.75' fi---- ----------------- Z 105 XTS�GRADE o 105 - 105 SAWCUT fZ - 105 2.75 EXISTING GRADE rn BLDG BLDG ASON01RETAINING WALL - - - 2 2' LO-WERYfVEL 30049 E_- _ _ _ - - - ° - - - - PER SDRS6 C-1 100 A - 100 100 --- 2 - - - -- --=.-,.=—----- - 100 p FVMT NtW 304 O NOTE:ANY DISTURBANCE ON THE ADJACENT PROPERTY v EXIST AC PVMT tip. DGE OF FOOTING H 95 95 ° 95 -TO-BE ON P/L REQUIRES A LETTER OF PERMISSION FROM THE 95 w GRASS-LIN SWALE ED �{�- A55-LINED PROPERTY OWNER CONCERNED. o SWALE w SECTION B-B: F STREET SECTION C-CFI„�� 5ECTION D-D m 1” 10 HORIZ&VERT NO SCALE �c� y 1" 10 HORIZ&VERT Dc BRIAN DON' L No. 26175 E8 * CIVIL Professional ce Op C P,,,\' Z Lu Lu 03/10/05 w REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Do DRADo CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. e Pvt CITY OF ENCINITAS BENCHMARK No. 1032. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV GRADING AND DRAINAGE PLAN FOR: STAMPED"ENC TC2"LOCATED IN THE TOP OF EAST CURB OF 253-G WLCAFENCIN ENCINITAS ORTHO ADMINISTRATION ANCETOTHE HORIZONTAL lei — 10� ` BY: �' BY: BEACH T^` • ,� ���� • �O, • ,� CITY OF ENCINITAS ADMINISTRATION OFFICES. CITY ENGINEE BEACH TOWN BUNGALOWS VERTICAL 1" = lO� DATE: 1� b� DATE: 44 IQ C DATE: ELEVATION:89.86 DATUM: WGD29 BRIAN NALD RCE26175 ENCINITAS PROJECT No. 03-029 TPM/DR/CDP/EIA BO 31311 SHEET 3 OF 4 RESOURCE DEVELOPMENT CORPORATION JN04-006B I I EROSION CONTROL NOTES ER05ION CONTROL PLAN 1. In case emergency work is required, contact STUART NEWBY-FRASER, at(760) 420-5727 LEGEND ITEM REFERENCE SYMBOL QUANTITY 2. Equipment and workers for emergency work shall be made available at all times during the SCALE: V=20' SILT FENCE CALTRANS STD SC-1 -SF-SF- 160 L.F. 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 o 10 zo 30 ao so FIBER ROLL CALTRANS STD SC-5 -FR-FR- 160 L.F. rain is imminent. GRAVEL BAG CHECK DAMS CALTRANS STD SC-4 200 BAGS 3. Devices shown on plans shall not be moved or modified Without the approval of the Engineering I I y i GRAVEL BAG INLET PROTECTION CALTRANS STD SC-SO 8 EA Inspector. 4. The Contractor shall restore all erosion control devices to working order to the satisfaction of I I I i I �' �z..� It I STABILIZED CONSTRUCTION ENTRANCE DETAIL THIS SHEET 1 EA.ro the City Engineer after each run-off producing rainfall. I ; a i I I li i I GRASS BIO-FILTER AREAS DETAIL, SHEET 3 900 S.F. I___________________ 5. The contractor shall install additional erosion control measures as may be required by the City I _ ----------------------I _.L_.__.__.__.__.__.___ _.--1_. `- _ Engineer due to an incomplete grading operation or unforeseen circumstances which may arise. CONSTRUCTION 5EQUENCE NOTES S _ - s -s -s -s -s -s -5 -: + -s -G -s -s -s -s -s -s -s -: -s -s �s -_ -_ -s THE FOLLOWING EROSION CONTROL MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO 6. The Contractor shall be responsible and shall take necessary precautions to prevent public I -� _ CONSTRUCTION ENTRANCE-_�_-_-_-___-_ -_-_-_-_-_-_-___-_- -_-_-_-_-_- PREVENT ANY SILT FROM RAINFALL EROSION FROM LEAVING THE PROJECT SITE: W - W -M -W -W-W -W -W -N -I-W -k -Y -Y W -N -}-W -k/ -W -V -W___ -W -.-W --y -y -W -y -5/ -V - trespassonto areas when impounded waters create a hazardous condition i o o L _._ __:_ _ __ __,_-._= --.__:__.__ _ _----------__ .:'L a-' [E tlEOEtlEGE GE tlECEGEOE�tlECEGE-tlE � tlE- GE-GE- ' ______ I. THE DOUBLE PROTECTION OF SILT FENCE AND FIBER ROLLS ALONG THE WESTERLY 7. All erosion control measures provided per the approved Grading Plan shall be incorporated hereon. a r _` PROPERTY LINE AS SHOWN SHALL BE SET UP PRIOR TO THE START OF DEMOLITION CLEARING AND GRADING; � .v ` •^ i <, q I 110 � 8. Graded areas around the project perimeter must drain away from the face of slope at the conclusion of each work day. i i ! ' ' ' a 2. IMMEDIATELY UPON THE COMPLETION OF GRADING, SANDBAG CHECK',DAMS SHALL BE LAID OUT ALONG THE SWALE LINES SHOWN ON THE P 9. All removable protective devices shown shall be in place at the end of each working day when , I ( r p _ LAN, ! .p p I01 ib 105 I •� II' the five (5)day rain probability forecast exceeds forty percent(40%). Silt and other debris ;I i W i . ,a ip'; I! I I 05 u . j 3. IMMEDIATELY UPON THE COMPLETION OF GRADING,THE PRECAST PCC',DRAIN INLET T THE SO INSTALLED ALONG shall be removed after each rainfall ; /1 . P ICI I � I I � li ., � NOTE; SHOWN A SOUTHEASTERLY CORNER OF THE SITE SHALL BE I --------- h b< PADS TO BE HYDROSEEDED AT WITH THE 12" PVC DRAIN PIPE CONNECTING THE INLET TO THE FUTURE CURB OUTLET r°� 10. Should germination of hydroseeded slopes fail to provide effective coverage of graded slopes CITY ENGINEERS DISCRETION. AT THE SOUTHWESTERLY CORNER. THE OUTLET END OF THE PIPE SHALL BE TERMINATED (90°x6 coverage) prior to November 15,the slopes shall be stabilized with punched straw installed i I - ( � PA EL 1 o p, PAR E L 2 �i P R EL III � APPROXIMATELY 10 FEET SHORT OF THE FINAL END LOCATION. A GRAVEL BIG DETENTION in accordance Section 35.023 of the Erosion Sediment Control Handbook of the State of I I a I III GRAVEL LE7E;CHECK i tl III i_ DETAIL. R SHALL BE INSTALLED AT THE TEMPORARY END OF PIPE AS SHOWN IN THE California Department of Conservation. I ! a n! GRAVEL G CHECK DAM 4. ALL OF THE ABOVE EROSION CONTROL MEASURES SHALL REMAIN IN EFFECT DURING THE RAINY SEASON UNTIL PROJECT CONSTRUCTION IS COMPLETE AND LANDSCAPING ESTABLISHED. ' WHEN LANDSCAPING IS ESTABLISHED,THE EROSION CONTROL MEASURES CAN BE REMOVED. . a HYDROSEED NOTES ,OG i I w 5. FINAL EROSION, SEDIMENT AND POLLUTION CONTROL WILL BE ACCOMPLISHED BY 1) Hydroseeding shall be applied to all slopes that are graded 6:1 (Horizontal to Vertical)or steeper ------------ - ------I , #; I' ,' DETENTION AREA THE ESTABLISHEMENT OF PERMANENT GRASSY SWALES AS INDICATED IN THE LEGEND. when they are: �, r,�, sa �,� I j� Fr R' LL TEMP END OF 1. Three feet or more in height in fill areas. :_:_ . -r• _ �_�-� - 2. Five feet or more in height in cut areas, unless slope is not subject to erosion dueto the s � " ------------------ erosion resistant character of the material as approved the City Engineer. Ir' � � • `'°• ~ ` " � � � � '. ° ' I 2) Irrigation shall maintain a moisture level of the soil at the optimum level for the growth of the lL -�- ---- -- - -- (_G G -G -I G -G -G -G -G -G I-G -G G -G -G -G -G =- G LANIDSp APINbeGI Nrea and irrigated in accordance with plans approved by the h dressed mix. -G -G -G -G -G -G -G -G -G -G G yG -G -G -G -G -G -G -G -G -G -G TG - ity Engineer. Plans shall conform to the City of Encinitas Grading Ordinance and all adopted ndscape and 3) Hydroseeding Mix shall consist of all of the following: „_ -�_�_�,_ _ --,�= ®-a ,T =�=�, _,�,�=� = r-��=� =v=�_�-=-�_�_ ,T�_�_� = �_�_� =u= �_-� Irrigation Standards. - - - - - - -S -$ -SI- -_ -S -_ -S -s -_ -S -_ -s -s $ --_ -S -$ -_ -_ -_ -_ -S -s -s -s -s -s s : s -s s s : -: -s -s -s -s -: 1. Seed mix shall consist of neon less than: 95---- o d• 2U lbs. per acre of rose clover -G -G -G -G -G --G -G -G -G -G -G -G -G -G -G -G -G -G -G -G -G -G -G -G -G -G -�r( 1gAV�-(y E - rC -G -G -G -G -G -G -G -G 2. Finish Grading and Planting shall be accomplished on all slopes prior to October 1 or immediately b. 20 lbs. per acre of zorro fescue �J�GA /�1/ EIVU`` `` upon completion of any slopes graded between October 1 and April 15. Iq i--ti0 t --T T T T T T i 1 _ c. 3 lbs per acre of E school cia californica rn d. 4 lbs per acre of achillea millefolia e. 3 lbs per acre of alyssum (carpet of snow) 5TORMWATER POLLUTION CONTROL BMP NOTES f. 1/2 lb per acre of dimorpholeca g. Items c, d,e, and f of this subsection may be omitted on locations where the area Relative to Construction Activities being hydroseeded is not visible from either a public street or residential structures. Concrete washout On-site Construction Material Storage Contractor shall establish and use an adequately sized concrete washout area to h. Item a of this subsection must be inoculated with a nitrogen fixing bacteria and Stored materials shall be contained in a ware place to prevent seepage and spillage. applied dry either by drilling or broadcasting before hydroseeding. contain washout wastes on site. It is illegal to wash concrete slurry, Contractor shall store these products where they will stay dry out of the rain.Contractor - mortar,stucco, plaster and the like into the stormwater conveyance system z i. All seed materials shall be transported to the obsite in unopened containers With shall provide secondary containment for all fuel Sired on site. Po 7 � or arty receiving water,Contractor shall post a sign designating the washout location. Z California Department of Food and Agriculture certification tag attached to, or Construction Site Access Eliminate or reduce pollution of stormwater from stockpiles kept on-site.Stockpiles printed on said Containers. may include sail,paring materials,asphalt concrete,aggregate base,etc.Stockpiles uu A stabilized construction site access shall be provided for vehicles egress and shall be located away from concentrated stormwater Flows and stormdrain inlets. j. Non-phyt0 toxic wetting agents may be added to the hydroseed slurry at the ingress to prevent tracking dirt off site.This shall include using material � discretion of the contractor. G such as gravel and/or corregated steel panels/plates. Stockpiles shall be covered or protected with soil stabilization measures and provided o with a temporary sediment barrier around the perimeter at all times. Construction Vehicles Ifi NOTE: Training , 2. Type 1 mulch applied at the rate of no less than 2,000 Its; per acre. Type 6 mulch(Straw)may CONSTRUCT SEDIMENT BARRIER AND A speck area away from gutters and stormdrain shall be designated for construction be substituted, all or part, or hydraulically applied fiber material. When straw is used, It must \ / Contractors'employees who perform construction in the City of Encinitas shall nt ° f y pp / A CHANNEL RUNOFF TO SEDIMENT TRAPPING DEVICE vehicles parking,vehicle refueling,and routine equipment maintenance.All major trained to be familiar with the City of Encinitas stormwater pollution control requirements. be anchored to the do mechanical punching no less than 50%of the straw into the soil. :. ': repairs Mall be made off site. Q Pe by mechanically pu g These BMP notes shall be available to everyone working on site.The property bwner(s) '•'' �^ RUSHED ROCK " nform subcontractors about stormwater requirements 112 CRUSHED the rime contractor must i out st r uire = Erosion Control P eq 3. fertilizer[onSistin Of ammonium phosphate sulfate 16 20 0 with 15oAo sulphur applied at the Erosion control must be provided for all erosive surfaces.Sloped surfaces especially and their own responsibilities. 9 ph sP p ppl p Pea _ rate Of 500 lbs. per acre. shall be protected against erosion by installing erosion resistant surfaces such as Waste Management 1.1 MIN. UNLESS OTHERWISE erosion control mats,adequate ground cover vegetation, and bonded fiber matrix. Contractor shall be responsible for properly disposing of all waste arid unused c�nstrudion SPECIFIED BY A SOILS ENGINEER \----FILTER FABRIC ON materials. Dumping of unused or waste products on the round where water can O 4) Areas to be hydroSeeded shall be prepared prior to hydroseeding by: `•, ':.:":••: "'•; . . ORIGINAL GRADE No excavation and grading activities are allowed during wet weather. p 9 P 9 v SECTION A-A carry them into the conveyance system is strictly prohibited. z 1. Roughening the surface to be planted by any or d combination of: Diversion dikes shall be constructed to channel runoff around the construction site. No seepage from dumpsters shall be discharged into stormwater.Berms/dikes shall a. Track walking slopes steeper than 6:1. MIN. Contractor shall protect channels against erosion using permanent and temporary shall be placed around dumpsters to divert the natural storm runoff.Dumpsters shall rn A erosion control measures. be checked frequently for leaks. Dumpster lids shall remain closed at all times. fi- b. Ripping areas that will not break up using item "a"above. A Dumpsters without lids shall be placed within structures with impervious roofing or 2. Conditioning the soils so that it is suitable for planting by: 19'RADIUS MIN. Remove existing vegetation only when absolutely necessary.Large projects shall be covered with tarps in order to avoid rain contact with any trash material O a. Adjusting the surface soil moisture to provide a damp by not saturated seed bed. conducted in phases to avoid unnecessary removal of the natural ground cover. b. The addition of soil amendments, ph adjustment, leaching or covering saline soils to Many construction materials including solvents water-based paints vehicle fluids, Do not remove trees or shrubs unnecessarily;they help decrease erosion. � solvents, broken asphalt and concrete,wood,and cleared vegetation can be recycled. w provide viable conditions for growth. Temporary vegetation must be planted on slopes or where construction is not Non-recyclable materials must be taken to an appropriate landfill or disposed of as Cl- immediately planned for erosion control purposes. Erosion shall be prevented by hazardous waste. For information on disposal of hazardous material,call the Hazardous O 5 H roseeded areas shall be maintained to provide a vigorous rowth until the project IS permanently STABILIZED CONSTRUCTION ENTRANCE planting fast-growing annual and perennial grasses to shield and bind the soil. Waste Hotline toll free at(800)714-1195. For information on landfills and',,to order w Yd P 9 P ] Pe Y landscaped or,for areas where hydroseeding is the permanent landscaping, until the project is No Scale dumpsters call EDCO at(760)436 4151. w Plant permanent vegetation as soon as possible,once excavation and grading activities M completed and all Security released. Pollutants shall be kept off exposed surfaces. Place trash cans and recycling ley v are complete. G C i61C around the site. Ce Water usage for dust control shall be minimized. Portable toilets must be in good working order and checked frequently for leaks. Q FONAL Contractor shall provide secondary containment and locate portable toilets away from Ce D , 261 L9 stormdrain inlets on pervious surfaces. °�' Na. 28175 CIVIL * All construction debris shall be kept away from the street,gutter,and storm drain. w u, Professional w Contractor must routinely check and clean up material that may have traveled z G { }4S ,% away from construction site. 03/10/05 LU RENSIONS APPROVED DATE RTERBICES DATE BENCH DARK SCALE ENaNITAS FlRE DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. (]�I 337 Ve t: o Ro.S 17019 06 OB 01 CITY OF ENCINITAS BENCHMARK No. 1032. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO EROSION PLAN FOR: t3 1 01 STAMPED"ENC TC2"LOCATED IN THE TOP OF EAST CURB OF N/A BY.. VULCAN AVENUE 2.5'NORTH OFDRNEWAY ENTRANCE TOTHE HgUZONTAL I BY: BEACH TOWN BUNGALOW5 CITY OF ENCINIfAS ADMINISTRATION OFFICES. CITY ENgNEER SHEET 4 OF 4 aim N A ( a{ BRIAN DONALD,RCE 26175 DATE: ����/°� DfilE: �� ENCINITA5 PROJECT No. 03-029 TPM/DR/CDP/EIA ELEVATION:89.86 DATUM: WGD29 License Fires 3/31/06 KE50UKCE DEVELOPMENT CORPORATION JN04.0068 I A S WORK TO BE DONE LATE The Grading consists of the following Work to be Done according do the plans, the RADING P all 1. All work Od be done in amdartoe with these plans, the standard SpecIficatbns for Public current City of Encinitas Engineering Department Standard Specifications, the San Diego � ', and Construc � LEGAL DESCRIPTION Area Regional standard Drawings, and the standard specifiations for Public w orks Construction by the City Engineer prior to any request for inspection. LOT 14, 15, & 16 OF SRIRGES & RATION'S BLOCK 7A OF MAP 33, IN THE QTY Grading shah consist of the eonstnuctlon of aft cuts and Fitts show, on these pta, is and OF Ei CINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA outlined in the earthwork specifications. AN grading details shall be in accordance with 2. The Sal Three (3) SEE SHEET 4 FOR EROSION CONTROL FILED IN THE OFFICE OF THE COUNTY RECORDER MARCH 19 1887 the City of Encinitas Grziding Ordinance. Encinitas, California prep,, by 703 & OAST GECFTEOiNICAL dated & i February 23,2004 NOTES AND DETAILS APN 258 - 214 -12 & 13 00 be grading shall be done in accornce da LEGEND ITEM SPECiFIC�l110N SYMBOL 1 UANTITY w as a part of this g Plan. AN grading ft i,e�„rnendations and spedncations coned in this report. LANDSCAPE DRAIN INLET PVC ATRIUM o 17 EA 3. Approval of this plan does not oornllu[e appr�ovaf of sizes, bcation and t of dafiage f 1all eS �y y��/y� w ® . ,�`.�` � 7 Ek r af k�. robin � - t o . .�a . and p. nd 1V. � J. ` 1 V :mo, 0 t1 .y ,O f :r4 ,t. PRECAST 1 1 W DR LR \C�./�r1 21� .� a i/ y •L".4 N t ' � 1� ° ESr j FAk JAS' 4 S be requit incorijunction nt plans. I1 AM' e sT fs k t � s GRATE DRAIN INLET 8" WIDTH 96 LF. fbr offs -site U ST k,v� 4. YNitten permission sf�all be obtaied any grading. 4' PVC DRAIN PIPE SDR 35 sn 350 LF. S. The ConbKb shall taut any necessary pierDiutbrs regaled to pr0d adjacent poopertes dur" , ^ E E ST � 99 • kW" damaged or dyed shat be or to the condition x�`,r ; W l � 12" PVC DRAIN PIPE SDR 35 = _ _ _ _ _ = 96 LF. eisttrng prior tD gladi - E f SS RE ST RIP -RAP 8" ROD( 6 C.Y. 6. The dewbpei shall be responsible that any inonuinent or be tionarlr which Is dkturW or destroyed shah be re= established and replaced by a Registered Civ6 Engineer or H sr U7 i r+ o E G ;a MASONRY RETAINING WALL SDRSD C -1 TO C-8 1,325 S.F. VIEiP01NT , a Lim ised land Surveyor PAw �� � ' E V � 7. The Co*actor shall dedgn Construct and nebitA, ail Safety deMoes, indudhng �9, and :.� h 'i w K "el w ME *all be res for conforming to all U al, State and Federal Safety and h�fh standards, I , idards, P , t ' S f ISO" ARTNI laws and regulations. EXCAVATE: 1,000 CUBIC YARDS REMOVE AND RECOMPACT: 3,000 CUBIC YARDS EXCAVATE & RECOMPACT SHRINKAGE (25%): 1,000 CUBIC YARDS 8. Grading and equipment operating within one half (i/2) mile of a *ucWm fbr human occupancy COMPACTED FILL: 250 CUBIC YARDS FOOTING SPOIL: 250 CUBIC YARDS PIPOR I /RPM I N ONE shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays VICINITY MAP and City tew i10idays NO SCALE EARTHWORK QUANTITY NOTE 9. Mo grading operators shah con mence"a pre gradh,g meeting has Deer held on-ft w1h ft The earthwor c Wrftles Mdicaeed above are arched at by u ft tine RofeR Engineer yjment cMMftt1gtbe Fdowing peoplepiew nt: Cdy Inspecfior, Cnril Engineer, Soils Engineer, Grading Contractor and existing site conditions and topographic information obtained from a detailed site survey. The existing gmund Punri ttee. The p"ading meeting shall be sdieduled with the City at least 48 hours in advanoe elevations expected after demolition of the existing structures, hardscape and vegetation are not accurately by calling (760) 633 -2710 predictable. Therefore, the above quantiti es can be used as a reasonable estimate for Bonding put only. The exact quantities of earth required to be moved and coin to achieve the finish grades shown on the plan 10. prior to 10* lg dirt or Bono aft I me"* to aryl pr+opowd conoxft site wfthfi tilt project, cannot be accurately estimated and the construction contract should reflect that ambiguity. the Developer shall subnt tD and receive approval from the City Sigh em for the proposed had route. The Developer shall comply with aN conditions and iequinemei the City Engineer may ir,pose with regards to the haufrng operatiron. SOILS ENGINEER'S CERTIF ENVIRONMENTAL DATA 11. upon *d cono tlor, of under gradh,g pegM but prior final g rading approval - - - -- and/or final release of security, an As-Graded mrtifiatim shall be provided stating: "The grading I, MARK BURWELL, a Registered Civil Engineer in the State of California, principally doing 1. STEEPEST EXISTING NATURAL SLOPE ON SITE = 25 % Per bbrrrled under Permit No. 9253 -G has been performed in substantial with the business in the field of Applied Soils Mechanics, hereby certify that a sampling and study of the soil 2. MAXMUM VERTICAL DEPTH OF CUT =10.0 FEET (BASEMM approved Grading Plan or as shown on the attached A6- Graded Plan ". This statement shall be conditions prevalent within this Site was made by us, or under our direction on December 19, 2003. the date and of the CNN who aertlAes such operas. One complete copy of the Soils Report compiled from this study wilt, our recommendations, has been 3. MA)QMUM VERTICAL DEPTH OF FILL =1.0 FEET ftkwed a subrrritted to the Office of the City Engineer. Wrttiemiore, we have reviewed these Grading Plans and 4. AVERAGE DEPTH OF CUT = 1,000 C.Y. x 27 / 0.36 A+[r+e5 x 43,560. =1. GR ADING RTES NOTIFICATIONS certify that the Induded In the original soft Report, and all f Aowing ffdurns, s. AVERAGE �Pm of FILL = 29 C.Y. x z1 / 0.36 Acres x 43,560 = 0. FL:ET or E 1. All grading shall be observed and tested by a qurallfled Sots ngineer under his/1 er dh+ectlort. i. The eodst�enee and location of utility pipes and strtxtures sham on these plans for this project have been inoorp� abed in the Grading Plans and Sheof�on\��... Me/She shah observe and best the anvation placement and compxion of fps and back fills were obtained by a search of available records. To the best of our krrowledge there are no COAST GEOTECHNICAL cU �P � and compaction of berrd,es. ft/She shah submit soils reports as required and will determine existing utilfrbe5 except as shown on these plans, however 179 Amy Drive � 2109 UP" Exp 5-3 06 -( the suitability of any fill material. Upon coin"a of grading operatb he/she shat state Solana Beach, CA 92075 * E*rcI��G tlet observations and tests were made by Nm/l>er or under his/her supervision aid that in The contractor ls required to take due pruca tey measuet to protect any existing utllRies (858) 755 -8622 Fax (858) 755-9126 s ara.cGIsT his/her opinion, all embankments and eawations were constructed in aeeordarioe with the or sbuctures located at the work site. It is the contractor's responsibility to contact the Project No. P-401014 apps grading plans and that all embankments and atcavadoris are acceptable for their following owners of said utffties or ftxtures prior to any ex otw, fo verification and t q� Intended use. location of unties and notification of eomnrenai rent of work: 4 � ` ` : ` �� !2 h � ,�P -� 9, c Mm4f. Ilk J 782 2. The CAntiam grade all Oa:aVat2d surfaces to provide p06ftive drainage and prevent a. Sewers - Encinitas Sailtatlo, DISH (760) 633-2770 �. properly MARK BURWELL, CEG 2109 Yet a �nsiw�c.� Date �� Exp.12- 31-05 pondlrig of water. He/she shah aftd sufam water and avoid damage tD adjoining properties b. Gas & Electric - SDW (800) 422 -4133 License Expires 5/31/06 ar 7 6 Z E."p.121*1165 c ��• W or to frnisl,ed work on the site and shaft talae remedlal measures tD prevent eroW of freshly c Wafter - San DlegLft Water District (800) 422 -4133 q CHta� o ���% r g raded areas ur,trl such time as pern,arnertt drainage and ero9on control measures have been a. Telephone - Pak lief (NO) -1 STATEMENT OF ENGINEER OF WORK -- � OWNER S CERTIFICATE . a Cable TV - Daniels Cable Vision (760) 931 -7000 0� �` � / Service Alert 800 422 -4133 The undersi red en inter a revs that the work performed by the engineer shag We fe�Y certify that a Registered Soils Engineer or Geologist has been retained too supervise over all a f underground ( ) 3. Al areas to be filled shag be prepared to be f fNed and f ill shall be placed in accordance with comply 9 9 m and advise on the compaction and stabN' of the site. o comply with the generally accepted standards and practices of the engineer's grading Y rty the Standard Spedficatbns. Al vegetable matter and objectionable material shat be ten 2. Contracts shall no* the City angineer"s Chloe 48 hours prior to beginning any work on this trade or profession. The engineer further agrees that the work performed herein by the Contractor from the surface upon which the fill is tD be placed. Loose fill and alluvial project. Phone: (760) 633 -2770 shall be In accordance with the rules and regulations required by the City of tolls shall be removed to stbie firm natural ground. The e;osed soils shall be scarified to Encinitas. The engineer agrees that any plan check or review performed by the N ALLIN Manager Date a depth 0( 6" and then compacted W a minimum of 90 percent. It shall be the Coritractoes 3. The Contractor shall give 24 hours mice m calls for i spection. Phone: (760) 633 -2770. City of Encinitas in its capacity as a public entity for the plans prepared by the BEACH TOWN BUNGALOWS, LLC = MPISibillty to place, spread, water and compact the 2 in edict accordance with the Speafiations. AN wale performed wittiotit benefit of irspertron will be subject to rejection and removal. engineer is not a determination by the City of Encinitas of the technical 1446 Ranch Road sufficiency or adequacy of he plans or design, and It therefore does not relieve Encinitas, CA 92024 4. Cut and fi Slopes steal be art and trimmed tD final, grade to produce smooth surfaces the engineer of responsibility for the plans or design of improvements based 760-944 -6780 and uniform cnoss sections. The slopes of activations and embanlanents shall be shaped, thereon. The engineer agrees to indemnify and hold harmless the City of Encinitas z planted and trimmed as drected by the Engineer of Work and fell in a neat and orderly and its officers, agents, and employees from property damage or bodily c condition. AN stories, roots and other waste matter exposed or ocrravation or a, bankrr,s it Slopes injury arising solely from the negligent act, errors, or omissions of the engineer a which are liable to become lom red shall be removed and disposed of. The toe and top of all and his /her agents or employees acting within the course and scope of such slopes Shall be rounded in ao=lanee with the Grading Oidinarroe agency and employment and arising out of the work performed by the engineer. 5. Al trees, brush, grass, and other objeci]bmaAle mat i shah be eoltiented. paled or otl'er RESOURCE DEVELOPMENT CORPORATION a go c l lit disposed of offs the site by the Contractor so as to leave the areas that have been cleared � 2410 Stranberg Circle ��� BRAN we a neat and III id appearance free from unsightly debris Approval of location of debris Carlsbad, CA 92008 cc, DON ALD fill shall be secured from the Soils Engineer and City E KIT prbr IM t0 the disposal of any (760) 942 -1106 Fax (760) 730 -3059 cc No. 26175 73 "AS such material. lob No. 04-M �� Prro CIVIL ral \� Ce N DIE ITC WATER DISTRICT PARKS AND RECREATION DEPARTMENT PUBLIC WORKS DEPARTMENT NI AND BUILDING DEPARTMENT SA GU � cAt� PIAh NG S tS db lioenx ia 3 / 3 1/06 REVIEW, BY: REVIEWED AND APPROVED BY: REVIEWED AND APPROVED BY: � B y : BRIAN DONALD, RCE 26175 Date REIAEVMED 8Y: 2t License Expires 3/31/06 pA DATE E DATE NAME DATE NKCI DATE: 03/10,105 Approval 2 Years after Date Signed REVISIM APPROVED DATE Res DATE BENCH MARK SCALE ENCIIVITAS FIRE DEPARTMENT CHE C KE D APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. hd a of E"ITAS BENCHMARK No. 103 BRASS Disc PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR GRADING AND DRAINAGE PLAN FOR my STAMPED IM TCr L=TED IN THE TOP OF EAST OM OF err: 9253 -C VULCAN AVM 2s NOM OF DRIVEWAY ENTRAIKE M THE r� MnNTA W A BEACH TOWN BUNGALOWS CITY of ENcINfrAS ADMINISTRATION OFFICES. ' � t CITY ENGIN R °ATE �► 4 f I a / 5 venzk WA N DONAU), scE 2 6175 '� �°� ENCINITAS PROJECT Nb. 03 -029 TPM/DR /CDP/EIA SHEET 1 UaTION: 89.86 DAnft MYGD29 Da t.km Expires 3/31/06 OF 4 RE50URCE DEVELOPMENT CORPORATION JN04 -0068 i 0 i I I i °, •, ° , V • G ' I j l 1 , lop i I ---- - - - - -- ,� I N : . r C : I //�� r I ' GRADING 5 I .. I I I • •• ` • I I I I I - I I I I • • .... r J : ' .' ' • .I I , 258J2 2�8J2���0 SCALE: 1 -10' J J I . 2v$ 4 V Q �f I I I 1� ARA d I I CURB DATA 258 2�4 0 • ...• .. .. •. r , .• I ExrsT 6E I I PERMIT. Lu I 5. 995 6R Exts - - - °- I ------------------- N06 i610•w 13.66 -_ - "" , - -- • ' I I - - - - -- EXISTGARASE I 0 5 10 15 m © __. _ - I HOUSE L .' : fXfST PC� : DRIVEW AY © 0 =5117'30' R =10' L =10.00• I ------ ---- - - - - -- I ---------- - - - - -' I 1 �- - - -- T -' ATNINGW To AIN ' �•. s g xI I - I / ST MASOF>1tY 1 Q] o = bo�3roa' R : � L � 5.2! I � � _ - � - - - S EET EE H - - -- - - - - - - -- L � FOR SECTIONS AND DETAILS s S 3 3 PEA °' R ,�' SS s S `,-• `�- S`, `- �a - `f-- T S �p IIFFIIEE • AVII ,� .: 5°59 w KIP At PVM 1a R EMO�V E6 w - �- - - w W - 1 r w I _ _ w ,, •off _ w �--- � w w w w � >��- �- � �` -• ; , * �� � w - ��1�t�� M� w w w w w w � SEE SHEET 4� DWG NO 9253 I I .. • o , ', _ `\ ' „ �.L ExP _ _ AEI - - FOR EXTENSION OF ALLEY PAVEMENT TO SOUTH E � OE 0� w' a I+wr --- �� OE 0 0- l 01= OE OE - - .ter. -- - .--- •- - -�- Ono; "I 50.46 . --�- ,,� r : .. !41 .46 ..6 +A>L°BERIA RE - �' . I S'; ° 6ti PCB CURB. I f I �.. v•" T. a- �P • .�.. V• p • V ' , •. • �'•' V ; • 1181' I • V f .' , -.. j. .. 4 I DQSTns P�CPAR ♦ To BE >�.� �� I _ ^ 1 o &A ,111 I = , o :. • , LEGEND ITEM SYMBOL _ NOTE I - - _ -- _ - - - - W - , ..- Q '� ,`• I I , ', . - Q •. ,a. '. ,i - -- 1 _ ! .. , '• M VR�i7 •.PXE 1 iy• I e� ', : • f • _ • •: Q _A1i I ( O .�V •._•• 4 ; • . S o •: f 1 1 . `. - 9 J Q EXISTING ELEVATION Y Ole the ev ; v 2? I - - - `- A - rC ; ° PROPOSED FINISHED ELEV ON - -�- _ , .. ; _ _ .3F _. _ _ EXISTING CONTOUR T ,� - MA Att�U� FCCd6UTTER - - - -- - -- - -- - -` - - - - - - -- �� -- ----- - - - - -- - - -- --- ----- - - - - -- - - - - - -= _ - -- i 21i I = K08.6 TW ; 99.3 TF H 9.33 - - - -147 9 TW = 98.6 TF - H = 9.33 99.3 FS 9 5 107.2 -TW = _ 979 TF H = 9.33' -- - -... - T L- _ ;� PERCENT SLOPE AND FLOW DIRECTION -- 105 TO BE REMOVED i N. I d, -- - - - - f-- - - - �--- I 5' ADED R�ISS - I - - - ,TOG R6 ' : •� I I ,� o TO BE REMOVED- _ _ _ _ _ _ _ - - 99 .o F6 I - -� 1 I $� - - - - -- - SURFACE DRAINAGE SWALF - - - COMPACTED FI AREAS VOLKWAY w 1 :• I - - - _ �� � ,� ' .: GAR 6A 6E I ` Z i :. I GARAGE GARAGE 6A 05 '�' , MASONRY RETArNI% WALL J J - -- - _ `= 1 •'fie" I I PER SDRSD C -1 268 2 0 2 20 I 109:60 FF_ _ _ _ _60_FE_ _ J 108.90 FF 108.90 FF 108.20 FF / 108.20 FF a l I �� 1 CONCRETE AREAS i l j �, - -y --- ----- ------ ?�• �_ „-- --' - -- -_ - - -- - - - -- EXISTING DUPLE �( LA NEW AC PAVEMENT AND BASE NDSCAPEBIaFILTRATIONARFAS ----------- - - - - -- cos __ _ 1 I I LANDSCA PARKWAY _ f I A 'b• (- -- - - I J Q . .I '� I 25� 214 11 �A EL 2 52 r - -- - - - - - - I I I I �'• i SITE RETAINING WALL 4 AF I - - c - - - -- - _ 1 D I N I D BUILDING RETAINING WALL - - - - - - - - q r I - ---- - - -it- ' I I - O 1 , - _ _ 1 I 32 ' 10.21' LOWER L EVEL COINER LEVEL. LOWER LEVEL R L0wERtm_ LQWER.LEVE1. - - ; 6" AREA UJVDS('APE DRAIN INLET ' - 99.09 FF - 98.4 PAD 99.09 FF - 98.4 PAD 11 ' ( W ; o -" 100.49 FF - .8 PAb .49 FF - 09.8 PAD 1 99.59 FF - 98.9 PAD 99.59 FF - 98.9 PAD ; _ 1 _ =" `--------------- ------ RIP - RAP ' I I X23 - - -- 11I 1 - SONRY AIh1 M WALE _ - R EXIST BLD65 MA I 1I i I o C_1 . - 7 6R - - - - - - I O BE REMOVED 12' PVC DRAIN IPE = PER SDRSD I _ - - 9 fl - - - - -_ __ I I • o PALM ; I I EXIST BL065 - - - - - - - - _ _ 9d. 6R _ 3 6i� - - - - - -- _ _ _ _ 76 L.F. SDR 3� 1% - Z_ NOT�.�. d TO REMOVED I I TO BE REMOVED 96. 3 L - I - j BOO 3I = - $� I I A I • I 1 I R O All EXTERIOR FIATINORR CONCRETE SHALL HAVE A LiQiT BROOM FINISH I I '' 1 I TEXTURE AND SHALL BE'SWSTOW COLOR #5327 BY DAMS CONCRETE COLORS). THE COLOR SHALL BE AN INTEGRATED CONCRETE COLOR. c _ '+ / I I I I °. • a 1 t PP TO REMA ��' a , I 1 I • •' ' �:f I 1 . _' - _ - a 1 a I 21�II I� J 2 LANDSCAPE AREAS FOR BEST MANAGEMENT PRACTICES NOT TO BE PERMANENT UNDSCAPE RIP -RAP O TO TROD h' I h `� ' : I''. 1 TYPICAL AT ALL AREA DRAIN OUTLI N AVOW PIED CONST I' - - _ _ •. �'• ► �. - . I 2.1 1 ` ;, •' i $ SEE LEGEND FOR DETAILS. ' 6 W `- " �'' • • ' `� I L 100 • . MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE CITY OF 2 r I I - , • r , \\ I :a. _ - i I \ I �� ENCINITAS. I - " b d . \ fix\ - - - • - - - - _ ; -- ° ��� i T ' , , { �� _ _ I _ _ EXI5TIN6 5 IRREVOCABLE OFFER TO DEDICA © MINIMUM SECTION FOR NEW AC PAVEMENT SHALL BE 4 AC OVER .^_. I is D OF NEw GUY WIRE - - .� __q' -Vic- '� ' '' �`1 - J s { 1 � Pt184IC EASEMENT FOR STORM GRAIN 6" CLASS II BASE COMPACTED TO 95% OF MAXIMUM DRY DENSITY ' I -- '. ., _ . a � , -� - - - - - 1 • \I , I •� PER PARCEL MAP (TPM 03-029 SEE PRIVATE ----------- _ - _ - 1 ---- - ' 1 . ' ft Z �i - I . I 6RA5' y . t \ GRASS I I SEE STREET IMPROVEMENT P".ANS FOR ADDITIONAL DETAILS. STORMWATER MAIN I r r \ I N • N , e•� ,\ TENANCE AST PER I �° • `�' \� I GRASS ,� GRASS , , �, ,SS I' ,J', , � 1 - '"�k�, DoCNo. R« I 1ti $ Sg 1 I -. BASS _ _ (. i� , TGRIISS o se {1, - - - -- W BE i1C1•ED PER SDRSD I - r �; ,�, , , - 4 SITE MASONRY RETAINING WALLS TO �FISTR of 3 I ' ,1 • vs A- -- - �i - - -{- r, 1 , O -I .. aP CURB TO BE -MOVED et.06s 1 I DETAILS C-i THRU C-8. Z r DAT 1� • I ` ` R _ - ,• : • _ I - *5 3'4 - � i D 89 r - -- - w -� _ - __ -- BUILDING ENTRY PORCH AND DRIVEWAY EDGE WALLS TO BE CONSTRUCTED 3 R = 25.00' . � � ,� \ t �, . - - - _ �n NEVIM � �n � w � , � - L =39.22' ' �� �, -_ -!__ - - `� I:x , Q W •� , �' tn `. `�b� i. Y EXMTI�I ME UNDER A SEPARATE BUILDING - , 1 r 1 • \ - - • f TENONED BY ADJACENT CIWN0 • - ------ - - - - -- ° r " bERDR ANEW PCC STD" ALK P�4 �DRZ&7 . - - O . ,- Tp R�NI7tIN sznEwALK a - 51.20 slnEvh+uc _ 6 RIP -RAP AT AREA DRAIN OUTLETS SHALL � A MINIMUM OF ONE � ,, .. • . •� - - -` Tff 6RA , •. a jp , .. MA1 A te; � . PCC CURB d 6UTTP! : 5DRSD 0 27 a CUBIC YARD OF 8' MINIMUM ROCK. SEE LANDSCAPE PLAN FOR _. • • ,!' t ' ` .. .. , • a . PER - - D D -211 T -�' . �,yl , �n DRSD G- TRANSITION BI AND 01TAINMENT. OF ti' o Ix 0.51 1 PER 5 D-2 }B! ..'• FEk 50RSD jrt, S TYPE R, �r . s . WAT ER ,........_ - �q ( E A ( N �, ABBREVIATIONS AT MAIN N G G G G G G G G G G G G G 3r G G -�� G G G G G G G G --�-- G ,�, G G G G G G G 1 GS I c b .1.112 GAS MA& p CA � � n � >< � � `^ � b FOR STREET IMPRO �/E MS'S � FINISH FLOOR ELEVATION Z SEE DWG N I. 9 M- L FG FINISH LANDSCAPE GRADE Z I p I z �� Ln ; N , FS FINISH HARDSCAPE SURFACE ELEVATION rn �- - -q� - -�pr - V� - w r �� EXIST 8 MA _ _W - r - - -=++- - - - w -w - -�I� - - w -w - GR GRATE ELEVATION ° s s s s s s s s s s s s s ,� s s s s s s s Tw TOP OF WALL s s s s s s s s s s Ls s s- s s s ELEVATION � 9 5 TF TOP OF FOOTING ELEVATION W G G G G G G G G G G G G EXIS TjAS TRANS�SSION MA� G G G G G G G G G G G G G G G G G G G G G G SEE STREET IMPROVEMENTDWS W. 9253-r VU FOR DETAns OF STREET IMPROVEMENTS N F/L FLOY&M ELEVATION AND REPAUL T - EXIST T- T - T - T �G Cl 1 SIC - T - T - - T T - T - T - � � AC CIVI L I J -- - _ - - Professional w -------------------- - - - - -- cn OQ�\� Z OF CA�\F r r r J �, J J r1 r'1 �� w DMIGNED BY DRAWN BY ,�evmoNS APPRa+EO DATE DATE BENCH MARK SCALE �D BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. bd CM OF ENCINITAS BENCHMARK ND. 1032. BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR D GRADING AND DRAINAGE PLAN FOR: STAMPED'ENC TCr LOCATED M TI# TOP OF EAST CURB OF 9253 MW A VE" 2.5' NORMI OF DRIVEWAY ENTRANCE TO THE AL 1" = 10' BEACH TOWN BUNGALOWS CITY OF ENCNITAS ADMINISTRATION OFFICES CITY GIVE rERT1CAl 1" = 10' DONALD RCE 26115 °�' 3 DY4TE: !�-�� �.� °o�� � ENCMT PROJECT No. 03 -029 TPM /DR/CDP /ETA SHEET 2 OF 4 ELEVATION: 119.96 QATUN: NVGD29 u� � V3U� RESOURCE DEVELOPMENT CORPORATION JN04 -0068 SECTIONS AND DETAILS R/W ww wW R/w R/ -�—AT a SF RAIL ROAD R/W 20' UTAN V AVENUE NEW M$ff* D GRADE ALLEY PER PLAN �ECTtON NOTE: VIACAN AVEMIE c� 5' PEDESTRIAN EASEMENT SME O aw E'�'ASTT Em PLAN SMUCTUM SECTION NOTE: ALLEY 113 THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS m STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS ENGINEER AT _ _ _ _ ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R -YALLIE THE TIME OF CONSTRUCTION BASED ON R VALLIE TESTING AND A TRAFFIC YAI� 3%-S% — — — — TESTING AND A TRAFFIC INDEX = 5.0. THE MINIMUM SECTION IMUM MM = 7AL THE MIN SECTION SHIM BE 4' AC OVER 6' CLASS II BASE. no 4.6' PER R S DRSD G - 7 SIDEWALK GARAGE - 109.66 — , _... . no SHALL BE 4' AC OVER 6" CLASS U BASE. PCC ALLEY GUTTER RSD Cr NEW PCC CURB d GUTTER -- _ — _ PER DETAII. THIS SHEET NEW AC POT A BASE 106 PER SD2 — REMOVE EXIST _ - --- -- 100.55 FF w0 wo ST AC BERM � 95 - - -- ' - - - -- 4'NEWACPVMTdBASE 93 PER TYPICAL SECTION, TI = 7 OPOSED GRADE RETAINING WALL VULCAN AVENUE, THIS SHEET PER BUILDING PUNS 42'3 (SEPARATE PERMIT) EXIST AC PVMT SECTION A -A 1" =10' HORIZ & VERT R/W DRIVEWAY — ALLEY PCC GUTTER GRADE PER PUN AND PROFrLE AMU 1 y( 3' NEW Ac PVMT d BASE m PER TYPICAL SECTION ALLEY GUTTER NO SCALE z CD W ww NEW Riw OLD R/w 2 6 7.6' STREET VACATION 1 P/L PM M03-0Z9 Ili 113 p6 - !i6 P/L FOR Pl1BLIC STORM i' PER PM (TPM 034M EXISTING Ol1P.EX -� Il0 ARA6E •109.60 FF 110 PUN 110 GARAGE - 108.20 FF 2 TO ------------------- NEW PCC CURB dGUTTER GARSS i rr--------------- - - - - -- Z PER SDRSO 6-2 '-0G W KWAY ;� 2.73' ii or STING MADE 106 _ 5AW � ° 276' EXISTING GRADE Q' _ _ _ _ _ _ — KN . 0 71 1 SONa�i �ETAININ6 WALL 1 - — — — — — — PER SDRS1 C -1 a 100 100 - ".09 FF — — — -� ----- - - - - -- 100 V 30'3 F -j -- - NOTE: ANY DISTURBANCE ON THE ADJACENT PROPERTY = t REQUIRES A LETTER OF PERMISSION FROM THE Z EXIST AC PVMT 95 id o 95 TC�B€ OHS P/L PROPERTY OWNER CONCERNED. 95 w .DJED SWALE ASS -LD�D p SWALE SECTION B - F STREET SECTION C-C a CI „ / SECTION 0 -0 ui 1" =10' HORIZ & VERT NO SCALE �ti Fy 1" = 10' HORIZ & VERT BRIAN ¢ DOAIALD 2� No. 26175 it CIVIL k (P Professional \� Lu W TF OF CAI�F Z DESIGNED BY DRAWN BY I�►rlsloNS APpRow DATE RERSCES DATE BENCH MARK SCALE be EO APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CITY OF ENCRE TAS BENCHMARK No. 1032. BRASS DISC PLAN$ PREPARED UNDER RMSION OF RECOMME DED APPR GRADING AND DRAINAGE PLAN FOR, STAMPED "ENC TCY LOCATED IN THE TOP OF EAST CURB OF 6 VULCAN AVENUE 2.S NORTH OF DRIVEWAY ENTRANCE TO llf i" = 10' �: �: 9 253 - CITYOFRKMAS, ,TIONOmai TA< BEACH TOWN BUNGALOWS CITY GI E v� 1" =10' 6RIAN RCE 26I1S 3 �� �� ���� c DAM ENICTi�lITAS PROJECT W. 03 -029 TPMIOR,�CbP/EIA SHEET 3 OF 4 9 EVATION 69.86 DATUM NVGD29 UMV Bpm 33R m i RESOURCE DEVELOPMENT CORPORATION JN04 -0068 EIZOSION CONTROL NOTES ER0 510N CO PLAN LEGEND ITEM REFERENCE SYMBOL QUANTITY 1. In we ernergency work is required, contact STUAAT NEINBY- ERASER, at (760) 420 -5727 2. fiWne ard 10105 fOr 8118gSX7 Mt 00 be Tirade avabbb at d dm dtAV the SCALE: 1 * = 2V SILT FENCE CALTRANS STD SC -1 • • 160 LF. whiny season (October i to AprH 15). AN necessary materials shall be stockpiled on site 0 to m 3o , so FIBER ROLL CALTRANS STD SC-5 -M- 160 LF. at convenient locations to f iciftate rapid cDnstnxbm of temporary devices when rain is knininent. GRAVEL BAG CHECK DAMS CALTRANS STD SCE 41qxOaQa 200 BAGS 3. Deets sham art pons shad not be mooed or rnoi filed wiLftotoc the away of rite Lfnghrai ng GRAVEL BAG INLET PROTECTION CALTRANS STD SC -10 0 a EA i I 1 i I I I " ; STABILIZED aX5 RUCTION ENTRAIICE DETAIL THIS SHEET 1 EA. 4. The Contiadb shag redone al erosion eorntrd &%tes to woridng order to the satfsf'actlon of after each run-of piodtJd, rain d. > , d i i i i I GRASS Bic- FILTER AREAS DETAIL, SHEET 3 /// /% 900 S.F. the 5. The contactor shah MW additional eimbn at measures as may be requN by the City Engilmer due to an incorrolebe grading operation or ulfoieseei whch may arise ' L_ •-- •-- •-- •-- •-- •-- •-- .__.1_. CONSTRUCTION SE UENCE TES I I f --f - s - S __S - s -•T: - s - S - S - s - _ - s - _ - s - _ - _ - S - _ �- s - s - s - f THE FOLLOWING EROSION CONTROL MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO 6. The Contractor shall be responsible one snail talve necessary pr�ecatotrorrns to prevent public I -- - -- I _� Y _ S�T6? `i E�► -- 1- ------------------------------------ - - - - -- EVENT ANY SILT FROM RAINFALL EROSION FROM LEAVING THE PROJECT SITE: y -V -y -V - - - - -v -y -y -v v -v -�v -v -v -v -v -v -v -v -v -v -v -v -v trespass onto areas when k,pou, waters create a hazardota condith i i i - a a a tic a� a 6E a or e tit a a Q o[ of - � 1. THE DCUEU PROTECTION OF SILT FENCE AND HER ROLLS ALONG THE WESTERLY 7. AN erosion control mews provided perthe approuee Grading Plan shall be kwpm*d hereon. PROPERTY LM AS 94M SHALL BE SET UP PRIOR TO THE STMT of DEMOLITION, I , ` ` ` : • ` i CLEARING AND GRADING; 1 m ' I .:r: . ; • .'•' i:.' ,Tor a. Graded areas around the projed per!,, oft r must drain away nom the face of slope at the ' I I " x . A ' r • : .• x ':.� �' k :� �' J ' • � : � • ` ..' � i . �• w �•• 11 oortctrsion of each work day. , I _ 2. IMMEDIATELY UPON THE 07MPLETION OF GRADING, SANDBAG QiECK DAMS SHALL I I „ `-'-- - - BE LAID OUT ALONG THE SWALE LINES SHOWN ON THE PLAN; 9. Al rentovalble pnotective devloes ft m strati be In place at the end of each world day when 3. IM I > ,°� r - - --- 3MEDIATELY UPON THE ODNIPLERCtY OF GRADING, THE PRECAST POC DRAIfi1NLET the five (5) day rain probabrlrty forecast erkolseds forty peteertt (4096). Silt and Omer debris u W " .:: I :: ,� SHOWN AT THE SOUTHfA51'ERLY CORNER OF THE SITE SHALL 8E INSTALLED ALONG ..... , Shah be removed after each rainfall. I .:� .: •; : '. :.: -: ::' l�= PADS TO BE MYDROSEEDEO AT WITH THE 12" PVC DRAIN PIPE CONNECTING THE INLET TO THE FUTURE CURB OUTLET i _ -- -- :..W CITY ENGINEER'S DISCRETION. AT THE Y CORNER. THE OUTLET END OF THE PIPE SHALL BE TERMINATED i t of ttydroseeded sit�pes fail m provide effectim coverage of Waded slopes i " e } ,, r 11 should gerrnir>atior PA �L 1 ( f'Al2 E L 2 t'A EL 11 APPROXIMATELY 10 FEET SHORT OF THE FINAL END LOCATION. A GRAVEL BAG DETENTION (9096 oDVerage) prior m November 15, the slopes shall be stabfized with pundted straw Installed 1 I - I to 11 In aeeordanoe win Section 35.023 of ft Erosion Sediment Contra Handbook of the Slate of " = I � ;� G RAVEL CHECK DAM � II BARRIER SHALL BE INSTALLED AT THE TEMPORARY END OF PIPE AS SI•�OVVN IN THE caNrorrna Departrrnen t of Conservation. I > d ! AROUND s (T I I--------- - - - -z_ DETAIL GRAVEL CHECK DAM 4. ALL OF THE ABONE EROSM CONTROL SM MEASUURES ALL W4AIN IN EFFECT DURING 1HE r-, a • RAINY SEASON UNTIL PROJECT CONSTRUCTION IS ODMRM AND LANDSC4PING L3TABLZM. I I I WHEN LANDSCAPING IS ESTABLISHED, THE EROSION OOMTROL MEASURES CAN IE REMOVED. HYDRO " EED NOTED' , m ' i ; '',' 4 ,� ": r S. FINAL EROSION SEDIMENT AND POLLUTION CONTROL � I I _ ' , _ - - WILL BE AccOMPLISHED BY THE ESTABLISH EMENT OF PERMANENT GRASSY SWALES AS 1NDICATED IN THE LEGEND. 1) Hydroseeding shah be applied to d slopes that are graded 6.1(Horizottal tD Vertical) or steeper - - G R AVEL BAG j -r, •: -• - *• - ` i .. • • •K :; DETENTION AREA when tf" are: FI R MP END . 1. Three or m M h ore eight in 1M arm. -���• si w -w- w • err = -w -w - 2. Five fleet or mare in height in at areas, unless slope Is not subject to erosion due tD the - 'S --~ - � --- �.1 V.7RA 1 nt dia1 actei of the I ate W as a pp r oved the City rwer. `' '' + . : 7 � � - � -S a, � • i / , � M1`/ .::. •.. •- :�:..r T » LANDSCAPING NOTES 21 Urigifft shah nialibbt a moisture kvd of the MR at the optlirito kvd for the growth of ttre -(i -G -G -G -G -G -G -6 -G •• 6 G !G -G -G -G -6 -G -G -G -G -G -G I G -G �--G -G -G - -G -G -G -G -G -G -G -G �6 -6 G -G -G -G . hot rnk 1 fi 1. AN slopes sha8 be planted and irrigated in a000rda, re v fth plans approved by the aty Engle men I I Plans shah conform tD the City of Encirittas Grading Ordinance and all adopted Landscape and 3) " omO ig Pik shall consist at of the fb MW ig: J = » ­V = T=- T =T =-7 1 = r _� T = T = �� '1�= T-= r S tandards. -S -S -f -f -S -S -f -S -S -S -S -f -fl- -S -S -S -f -S -S -S -S -S L S -S -S -S -S -S -S -S 1. Seed * sfidl ca 8M of no less than: 6 -G _ G -6 -6 _ G -G -G _ _ _ _ _ f./ � - � ' � jT � _ 2• Finish Grading and Man" shah be a000mpllsfned on a1 slopes prior W October i or trrrrriedlatety � -6 -6 -G -6 -G -6 6 -6 6 -6 -G G -G -G -6 -G G -G T Vi.VAI� l i -G G -G -6 L 20 lbs• per acre of rose dam 1 upon completion of any slopes graded between October 1 and April 15. r . b. 20 bs. per acre of zorro fescue _ _ _ - - - - T T T f T T T T T T T T T 1 e 3 bs per acre of E sd>wDOi da aft I i a it 4 bs per we of adniMea rniMefolia e. 3 bs per acre of ( carpet of snow) 5TORMW POLLUTION CONTROL D NOTE5 C in b per acre of di, not pt Relat9ve bD Construction Activities ' g. Iberns c, d, e, and f of orris subsection nary be ornitted on locations where the area being hydroseeded is not vd* from either a pudic sheet or reside structures. Co shall t t1n sloe constltntton Materiel 96oraae Contractor st►afl estabwsh and use an aeegrra0ely sired ooncTete rrashnout area to h. Rem a of this subsection must be inmulabed with a nitrogen fixing bacteria and scored materials shall be oontalned in a secure place eo dry 0A p r e ve nt seepage and spwMge C011 washout waste's on sloe. It is iNegal tD wash concrete slurry, Conbaci�x shall stone these pnodlyds where fhb w1N stair dry out of the rain. Contractor Z appNed dry eimer by drft or broadcasting before hydroseedin9• mortar, stucco, plaster and the whore into the stormvrater mr"yanee slrstem i. AN seed me trra atiais shall be atspted to the jobsPoe in unopened contain lm a ers w any reoeivkng water. Contractor straw pasta sign designating the wasl,a,t location. star �'"� 9B0D °0r'�"�"t for all fuel sty California Department of Food and Agriculture eertifikborn tag attae red to, or Gm sbuction sloe Access Efiry Incl reduce p ig mat of s asph at er nom seodgtlta an -sect. S ixxi les printed on Said containers. A stabilized aonstnxtion site amens shall be proNded for vehicles egress and shallbearle ate flows and S1101111dialln irlietS. j. Nort07yU)o-W* wetting agertLS may be added to the hydr09eed Slurry at the Ingress to prevent tracidng dirt off site. This shall indude using material shall be awe or pi wkh soll stabilIzaft, measures and pi ovided dscretb of ft contractor. such as gravel ardor eorregated steel panels/plates. � ��pa ai y sedirns t barrier around the perimeter at all times. Cbrouctim Vehicles NOTE: to erdyo soil. into str 50% of slope by m be a L Type 1 tat 0 applied at the rate of no less than 2,000 ft per acre. Type 6 mulch (straw) may Cam•acmrs• npbyees who pe fbrm consbvctim in "MV d rid Ras Hall S BARl�ER A spedfiC area away from gutters and 5bornndrairn shall be designa1 1 far m nftxtlon Tray o be stAsdtuted, all Or pall, for llydratlliCa�y aPPTled f Ibex ntatefial. When Straw is used, lt must ' A t�UUVNEI RuHOFF To sEOIMENT TRAPPING DEVICE vefrides parron9, vehicle refiurm9. and routine egr�pnrent maintenance• All major trained m be familiar with the Cly of Endrdms SIM, I Rota poihrtlon mnW nKPhente�• >_ d Kx t0 ed the edtarticaNy ptr &ng no less matt me aw► ttte - :.. repairs snap be made atF -gee. a _ 11/2' CRU51 ED ROOC These Bh1P motes shall shall be arralkbie ne worlong an site The PmP�Y(s) be afi . r Erosion Control and the prime eanba[mr must inform subrnrrtractors about storrrrwaeer _ 16'20-0 ♦. Erosion control must be provided for d aosive surfkm Sroped surfaces e�aAy and their awn responbslilides. t� 3. Feib7m odd ig of ammonium phosphate te, with 15'16 te 99 sulphur applied at the .. •r : ;L• ••• •-• a • • r - •a `• .1 • t '- �• ll h sa rate of 500 Ib6. per acre. , ,' ,' ,''.; - .:.• • :. , . ' , • : ' +• • .� ,•' ;,, • l •• � �; . ..: - protected against ernsan by knstalhrg erosion resistant surfaces soar as Waste Managerrnent t ' , ; ' '^° I.1' MIN. UNLESS OTHERMM erosion ODntrd mats, adequate grand over vegetation, and bonded fiber nratrbc Contactor shave be responslbk fbr property dspasing d all %isle and maned OOnStruft •' �, l - :, ' ac gra SPEQFfED BY A SOILS ENGINEER "TER FABRIC ON mater _:, , f • ,- ials. Dumping of urxrsed a waste prahxts on the grand wise weber can GRADE 4) Atoms tD be hydroseeded shaLi be prepared prior to by: :.; ` . ; : ; " :'' :: ' • _.' SECTION A GRADE No oocavatlon and ding thvRfps carry thnern Inca de o ,or>vrYanQ systerrr rs strtctty pror,rbteed. are aftowed durtng wet weatf,v. y.� ,. 't r •., ` ;• . !r • - f ,, ' a ;• , ., t i RA d� ]I IO C be constructe m Ulal hh1 C7 Y IC W OU ltW 1 No ^ disda 7� I Sim YItC ] oG h h hJ(1lhAGJ s north L Rargtio,itg ttte surface to be planted by any or a combirwtion of: channels agakd erosion using pennaner>< P ' •: �- . '` •' Contractor stlatl probers and temporary show be around dUrrPOM to direct Use natural storm nrnorf. oumpsbers shah Q, L Track w*ng sloes steeper than 6:1. MIN. , oorto d measures• be dreciaed frequently for left Dempster Ids shall remain dosed at all times. • Ripping areas that wiM not break up u" item above. A �n9 • 19' RAD9(US MhtN. Rerr>ove �Y when ��t' � P�� Shall be covered vwith tarps h in order avoid rain trashmatert� �� a a V 2. Cortt1oring the sorts so that it a witatile for plat tth by a nd Adjusting the surface soil moiStime tD provide a damp by not saRuratee shed bed. ' oolxte d in phases m amid unnecessary removal of the natural ground cover. 0 � nneim 9* F- M rdride ftlrids, b. ` The addtbn of sal amerdment5, ph aO stmenl imdlin9 or oovering Saltine actin tD Do not remove trees or shrubs urxreoessarfly; they hap decrease erosion. z brolaen asphaK and concrete, wood, and cleared vegetation tarn be recycled. w provide viable conditions for growth. Temporary vegetation must be pranced an slopes or where construction is rot Non-recydabie >a4s must be W= to an approprtate iwM ar disposed of as immediately plarvied for erosion oontrd Paps• Erosion shave be prevented by hazardous waste. Far information on disposal of haZaf bm mabenai, ad Bre riarardn J S) tlydraseeded artsas sftaA be mahttairted t0 provide a vigorous growth txtgl the project is perrrartently STABILIZED CONSTRUCTION ENTRANCE pfantirng fast - growing annual and perennial grasses to stnierd and bind the sal. dump one mw free at (800) 71 +1195. For information on fay and m ado or for areas where lydroseed , Ls the pen nanent lardscapil until Vie pro jest iS No Scale Plant permanent vegetation as goon as possibre, once eaavallon and gradng adirltles � o�a surfaces. Mom trash cans and m pdm reoeptada W are oorrtpleted and all security r+deased. �Ep C l 1 water usage for dust a rttrd shah be mfnintized. around the ft Portable bled not be in good working osier and dnedeed ffegtrently for leaia. cue BRIAN y Ca ib acibor straw provide secondary coi b....ient and locate portable bowets array horn W DONALD m smmndrarn inlets on pervious sufam er No. 26175 :10 62 - * CIVIL * Al conouctfan debits anal be Meet any f4om the street, gutter, and arum drain. aW Protessionei \� Corttract:or must routl" check and dean rrabetfal that may have traveled z 9 T P� F OF A away from eonstruclion sloe. TWO BY IJKATM UT i CHECKED BY C L��� 03/10/05 Kim A�tto�n oA� UN NO DALE BENDi MARK SCALE EKINITAS FRE DEPARTMENT APPROVALS CITY OF ENgNITAS ENgNEER�IG DEPARTMENT DRAWING H0. RoS 17019 06 08 of CITY of ENCINTTAS BENCHMARK No. 1032. BRASS DISC PLANS PREPARED UNDER SUPERMSON OF RECOMMENDED AM EROSION PLAN FOR: Sr#M VC nr LOCATED IN THE 701) OF EAST CM OF 9253 VULCAN AVENUE 2.s NOM OF DRIVMY ENTRANCE TO N TFE 11/10/111 N/ _ rt aTr BEACH TOWN 13UNGALOW5 car OF ENCINITAS AoMnNlsnuTroN OFFICES. N A I d� It1tDAN DONALD, RU 26175 lam. GATE: `1 g1 DAX ENCHTAS PROJECT No. 03 -029 TPM /DR /CDFIEiA SHEET 4 OF 4 EIR ATION: 89.86 DATUM: NVGD29 t uoeree bores 3/31/06 KE50UKCE DEVELOPMENT CORPORATION JN04 -0068