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2006-177 G (Plans)GENEKALNOTE5 1. All work shall be done in accordance with these plans, the Standard Specifications for Public Works Construction, the Design and Construction Standards of the City of Encinitas, and the San Diego Area Regional Standard Drawings and Leucadia Wastewater Dist. Standard Specifications. Any Changes or Revisions therefrom shall be approved by the City Engineer prior to any request for inspection. 2. The Soils Report entitled "PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED PRIVATE ROAD, 1329 LAKE DRIVE, CARDIFF, CALIFORNIA" prepared by Coast Geotechnical dated May 1, 2006 shall be considered as a part of this Grading Plan. All Grading shall be done in accordance with the recommendations and specifications contained in this report. 3. Approval of this plan does not constitute approval of sizes, location and type of drainage facilities, nor of improvements within street right -of -ways. Separate approvals and permits for these shall be required in conjunction with improvement plans. 4. Written permission shall be obtained for any off -site grading. 5. The Contractor shall take any necessary precautions required to protect adjacent properties during grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition existing prior to grading. 6• The developer shall be responsible that any monument or benchmark which is disturbed or destroyed shall be re- established and replaced by a Registered Civil Engineer or a Licensed Land Surveyor 7. The Contractor shall design, construct and maintain all safety devices, including shoring, and shall be responsible for conforming to all Local, State and Federal Safety and health standards, laws and regulations. 8. Grading and equipment operating within one half (1 /2) mile of a structure for human occupancy shall not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays and City recognized holidays. 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 Permittee. The pre - grading meeting shall be scheduled with the City at least 48 hours in advance by calling (760) 633 -2770 10. Prior to hauling dirt or construction materials to any proposed construction site within this project, 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 and /or final release of security, an As- Graded certification shall be provided stating: "The grading performed under Permit No. 177 - G has been performed in substantial conformance with the approved Grading Plan or as shown on the attached As- Graded Plan ". This statement shall be followed by the date and signature of the Civil Engineer who certifies such grading operation. GRADING NOTES 1. All grading shall be observed and tested by a qualified Soils Engineer or under his/her direction. He /She shall observe and test the excavation placement and compaction of fills and back fills and compaction of trenches. He/She shall submit soils reports as required and will determine the suitability of any fill material. Upon completion of grading operations he /she shall state that observations and tests were made by him /her or under his /her supervision and that in his /her opinion, all embankments and excavations were constructed in accordance with the approved grading plans and that all embankments and excavations are acceptable for their intended use. 2. The Contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. He/She shall control surface water and avoid damage to adjoining properties or to finished work on the site and shall take remedial measures to prevent erosion of freshly graded areas until such time as permanent drainage and erosion control measures have been installed. 3. All areas to be filled shall be prepared to be filled and fill shall be placed in accordance with the Standard Specifications. All vegetable matter and objectionable material shall be removed by the Contractor from the surface upon which the fill is to be placed. Loose fill and alluvial soils shall be removed to suitable firm natural ground. The exposed soils shall be scarified to a depth of 6" and then compacted to a minimum of 90 percent. It shall be the Contractor's responsibility to place, spread, water and compact the fill in strict accordance with the Specifications. 4. Cut and fill Slopes shall be cut and trimmed to finish grade to produce smooth surfaces and uniform cross sections. The slopes of excavations and embankments shall be shaped, planted and trimmed as directed by the Engineer of Work and left in a neat and orderly condition. All stones, roots and other waste matter exposed or excavation or embankment slopes which are liable to become loosened shall be removed and disposed of. The toe and top of all slopes shall be rounded in accordance with the Grading Ordinance 5. All trees, brush, grass, and other objectionable material shall be collected. piled or otherwise disposed of off the site by the Contractor so as to leave the areas that have been cleared with a neat and finished appearance free from unsightly debris Approval of location of debris fill shall be secured from the Soils Engineer and City Engineer prior to the disposal of any such material. PLANNING & BUILDING DEPARTMENT SAN DIEGUITO WATER DISTRICT REVIEWED AND APPROVED BY: �� REVIEWED AND APPROVED BY /: \- ' �O V I p Zee /f NAME DATE E DATE Approval Expires 2 Years after Date Signed REVISIONS APPROVED I DATE I REFERENCES I DATE 1 C_f1_uf r "A JrG . I AA .A I IA.?.IQ O C0AS7-/4L. LAND SoLU7jor4S, AIC 5-73 2 ^'° STREET eNcffal s, GA 9Zo2 4- (760) 230- 60z5- Gas # rizl FAX (760 - 130 - 6o26) By. IJAfE 7 -26 -/� STEVEN R. Tn/ES _ R.G. E. 6s'a4- . PUBLIC WORKS DEPT REVIEWED AND APPROVED BY: NAME IYATE BENCHMARK CITY OF ENCINITAS BENCHMARK "ENC -48" 2.5" BRASS DISC STAMPED 11ENC -48 - L57322" ELEVATION; 173.38 DATUM; NAVD88 PARKS & RECREATION DEPT VIEWED.,AND APPROVED BY: DATE SCALE HORIZONTAL A5 NOTED VERTICAL AS NOTED GRADING FLAN LEGAL DE5CKIPTION A PORTION OF SECTION 23, T13S, R4W, iN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA 260 - 213 -17 VICINITY MAP NO SCALE 5AN DIEGUITO WATER P15TKICT NOTES 1. Review of this plan by San Dieguito Water District does not constitute a representation as to the accuracy of, the location of, or the existence or non - existence of, an underground utility, pipe or structure within the limits of this project. 2. All existing facilities which may effect final design, i.e., line crossings, line paralleling, or proposed connection shall be field verifited. All existing or proposed utility crossings within 10 feet of proposed water mains shall be shown on the improvement plans. Electrical and sewer to cross under water mains unless given written permission by San Dieguito Water District. 3. Contractor and Owner are responsible to relocate and /or adjust to grade any existing water facility (fire hydrants, meters, valves, valve boxes, etc) which is affected by their project. All affected water facilities must meet current San Dieguito Water District Standards. If facilities do not meet standards, then they shall be upgraded to current standards at the Owner's expense. 4. Utilities to maintain 5 foot separation when paralleling water services. 5. Minimum horizontal separation of 10 feet required between fire hydrants and San Diego Gas and Electric vaults. 6. All water services to be constructed clear of driveways and all other traveled ways. Water Meters must be in front of the Parcel they are serving. SOILS ENGINEER'S CERTIFICATE I, MARK BURWELL, a Registered Civil Engineer in the State of California, principally doing business in the field of Applied Soils Mechanics, hereby certify that a sampling and study of the soil conditions prevalent within this Site was made by us, or under our direction on April 10, 2006. 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 certify that the recommendations included in the original Soils Report, and all following Addendums, for this project have been incorporated in the Grading Plans and Specifications. COAST GEOTECHNICAL 779 Academy Drive Solana Beach, CA 92075 (858) 755 -8622 Fax (858) 755 -9126 Project No. P- 491036 License �r6 FIRE DEPARTMENT REVIEWED AND APPROVED BY: NAME DATE 09 GE `782 Date `bb O ' a r ' t b -1 /z.` WORK TO BE DONE The Grading consists of the following Work to be Done according to the plans, the current City of Encinitas Engineering Department Standard Specifications, the San Diego Area Regional Standard Drawings, and the Standard Specifications for Public Works Construction Grading shall consist of the construction of all cuts and fills shown on these plans and outlined in the earthwork specifications. All grading details shall be in accordance with the City of Encinitas Grading Ordinance. LEGEND ITEM REFERENCE 5YM130L QUANTITY EXISTING ELEVATION x 56.8 PROPOSED FINISHED ELEVATION 13ti3�S EXISTING CONTOUR SLOPE AND DIRECTION OF SURFACE RUNOFF 2% NOTIFICATIONS 1. The existence and location of underground utility pipes and structures shown on these plans were obtained by a search of available records. To the best of our knowledge there are no existing utilities except as shown on these plans, however: The contractor is required to take due precautionary measures to protect any existing utilities or structures located at the work site. It is the contractor's responsibility to contact the following owners of said utilities or structures prior to any excavation, for verification and location of utilities and notification of commencement of work: a. Sewers - Cardiff Sanitation District (760) 633 -2770 b. Gas & Electric - SDG &E (800) 422 -4133 c. Water - San Dieguito Water District (800) 422 -4133 d. Telephone - Pac Bell (800) 489 -3441 e. Cable TV - Cox Communications (760) 599 -6063 f. Underground Service Alert (800) 422 -4133 2. Contractor shall notify the City Engineer's Office 48 hours prior to beginning any work on this project. Phone: (760) 633 -2770 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760) 633 -2770. All work performed without benefit of inspection will be subject to rejection and removal. STATEMENT OF ENGINEEK OF WORK The undersigned engineer agrees that the work performed by the engineer shall comply with the generally accepted standards and practices of the engineer's trade or profession. The engineer further agrees that the work performed herein shall be in accordance with the rules and regulations required by the City of Encinitas. The engineer agrees that any plan check or review performed by the City of Encinitas in its capacity as a public entity for the plans prepared by the engineer is not a determination by the City of Encinitas of the technical sufficiency or adequacy of he plans or design, and it therefore does not relieve the engineer of responsibility for the plans or design of improvements based thereon. The engineer agrees to indemnify and hold harmless the City of Encinitas and its officers, agents, and employees from property damage or bodily injury arising solely from the negligent act, errors, or omissions of the engineer and his /her agents or employees acting within the course and scope of such agency and employment and arising out of the work performed by the engineer. ENGINEER OF WORK PLANS PREPARED UNDER SUPERVISION OF .5`T VEN - /Tjo S if-c_,15- 64124- By / • DATE: %26 -1 �Q License Expires tavtl -ts ./` / "`L /f 2-a- I* smvrw 14. s8u IYlt PAIW APPROVALS RECOMMENDED r APPRO D nz BY: 2 4 44 BY: CITY ENGINEER DATE: 4 12S/ 0 6 DATE: 7rOG TRENCH RESURFACING AC PAVEMENT AND BASE 4" AC over 6" CLII BASE K x x x x x x k 101350 SQ FT DETAIL, SHT 3 PCC SIDEWALK SDRSD G -7 610 SQ FT ENCINITAS FIRE DEPT 5PECIAL NOTE5 6" PCC CURB & GUTTER SDRSD G -2 - - 30 L.F. CONSTRUCTION MATERIALS: Prior to the delivery of building construction materials to M4HO NK4 SORSD -2 xs S 164 the project site, all of the following conditions shall be completed to the satisfaction of the REMOVE EXISTING DRIVEWAY APRON 0 270 S.F. Encinitas Fire Dept: V1%b�f4-ft%0 SWA1aE 'EAKTHWOK $M 1. All wet and dry utilities shall be installed and approved by the appropriate inspecting department or agency. CURB OUTLET SDRSD D -25 MO 1 EA. 2. As a minimum the first lift of asphalt paving shall be in place to provide a permanent all weather surface for emergency vehicles. f 3. All fire hydrants shall be installed, in service, and accepted by the Encinitas Fire 4" PVC SEWER LATERAL UNLESS SDR 35 s - s Si0 L.F. Department and applicable water district. OTER oTHL) a/S f_ OBSERVATION OF ROADWAYS DURING CONSTRUCTION: All roadways shall be a 4" PVC SEWER LATERAL CONNECTION SDRSD S -13 -S -S 3 EA. minimum of 24 feet in width during construction and maintained free and clear, including the parking of vehicles, in accordance with the Fire Code and the Encinitas Fire Department. REDUCE EXISTING 2" WATER SERVICE TO 1" WAS WS-09 j 1 EA. \._. l_.. NEW 1" DUAL WATER SERVICE WAS WS -09 - w - w - 1 EA. 2" PVC WATER SERVICE LATERAL SCHD 80 PVC w w 400 L.F. NOTIFICATIONS 1. The existence and location of underground utility pipes and structures shown on these plans were obtained by a search of available records. To the best of our knowledge there are no existing utilities except as shown on these plans, however: The contractor is required to take due precautionary measures to protect any existing utilities or structures located at the work site. It is the contractor's responsibility to contact the following owners of said utilities or structures prior to any excavation, for verification and location of utilities and notification of commencement of work: a. Sewers - Cardiff Sanitation District (760) 633 -2770 b. Gas & Electric - SDG &E (800) 422 -4133 c. Water - San Dieguito Water District (800) 422 -4133 d. Telephone - Pac Bell (800) 489 -3441 e. Cable TV - Cox Communications (760) 599 -6063 f. Underground Service Alert (800) 422 -4133 2. Contractor shall notify the City Engineer's Office 48 hours prior to beginning any work on this project. Phone: (760) 633 -2770 3. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760) 633 -2770. All work performed without benefit of inspection will be subject to rejection and removal. STATEMENT OF ENGINEEK OF WORK The undersigned engineer agrees that the work performed by the engineer shall comply with the generally accepted standards and practices of the engineer's trade or profession. The engineer further agrees that the work performed herein shall be in accordance with the rules and regulations required by the City of Encinitas. The engineer agrees that any plan check or review performed by the City of Encinitas in its capacity as a public entity for the plans prepared by the engineer is not a determination by the City of Encinitas of the technical sufficiency or adequacy of he plans or design, and it therefore does not relieve the engineer of responsibility for the plans or design of improvements based thereon. The engineer agrees to indemnify and hold harmless the City of Encinitas and its officers, agents, and employees from property damage or bodily injury arising solely from the negligent act, errors, or omissions of the engineer and his /her agents or employees acting within the course and scope of such agency and employment and arising out of the work performed by the engineer. ENGINEER OF WORK PLANS PREPARED UNDER SUPERVISION OF .5`T VEN - /Tjo S if-c_,15- 64124- By / • DATE: %26 -1 �Q License Expires tavtl -ts ./` / "`L /f 2-a- I* smvrw 14. s8u IYlt PAIW APPROVALS RECOMMENDED r APPRO D nz BY: 2 4 44 BY: CITY ENGINEER DATE: 4 12S/ 0 6 DATE: 7rOG TRENCH RESURFACING CITY STD K x x x x x x k 30 L.F. BMP LANDSCAPE SWALE DETAIL, SHT 3 - "- /� 1318 S.F. �A e "NO PARKING - FIRE LANE" SIGNS FIRE DEPT STD IQ 5 EA. M4HO NK4 SORSD -2 xs S 164 R SEWE C L494Mour. SDRSD S 3 0 f �SEWER V1%b�f4-ft%0 SWA1aE 'EAKTHWOK $M 'S .� ENVIRONMENTAL DATA 1. Steepest Existing Natural Slope On -Site = 50% (Existing Slope at E'ly P /L) 2. Maximum Vertical Depth of Cut = 3 Feet 3. Maximum Vertical Depth of Fill = 3 Feet 4. Average Depth of Cut = 350 C.Y. x 27 / 100,624 S.F. = 0.09 feet 5. Average Depth of Fill = 350 C.Y. x 27 / 100,264 S.F. = 0.09 feet OWNEK95 CERTIFICATE We hereby certify that a Registered Soils Engineer or Geologist has been retained to supervise over all grading,pctivity and advise on th Compaction and stability of the site. By: '� I - NICK KUNEWALDER 1329 Lake Drive Encinitas, CA 92024 (760) 942 -8762 Date: Wo CITY OF E CINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING 0 PUdL= SEWER PLAWFOR: Q MIN01z FO KUNEWALDER 177 - G 1329 LAKE DRIVE, ENCINITAS 04 -187 TPM /CDP SHEET 1 OF 4 IOU 3=+46 Mkt o 39 +77.6 tXI TO BE RON PER WAS STD UTILITIES NOTE: EXISTING OVERH � x ii I I I ii I I it � 3 3 II 1 111, � I I �I 1 I 1 1 II I 1 I i q d� II ii 41 +22.15 XI TSEIIERM x I II 9 3 3 � 1 !j 1 � 1 1 jj x \• I II x .I u 41+00 + $EWER I SOPSD WATER METER 'DUAL METER SERVE PARCEL RIB OUTLET D'r25 = ARE NO II�.ITIES I � STATIONING N 'off LAKE DRIVE STA NING BASED ON CITY OF ENCINI JA DWG No. SI -016. I I I I 38 +78± EXISTING 4'' SEWED LATERAL T0- OE ABANDONED - 38 +88 NEW 1 DUAL WAt'ER 5ERVI! PER WAS STD WS -09 TO SERVE PARCq i I rJ I I REVISIONS i RAPING PLAN SCALE: 1" = 20' 0 10 20 30 40 50 LEGEND - SYMBOLS & A1313I2EVIATION5 I I 5YMB0L DESCRIPTION 2% - DIRECTION & SLOPE OF SURFACE DRAINAGE - 612 - EXISTING CONTOURS \ T T — L - 2:1 CUT SLOPE I 2:1 FILL SLOPE 1 1 I - - -- -- � 1 a IQa -PCC SIDEWALK + N 1 1 ( �,� m -AC PAVEMENT � i z i 3 a II �. . r /'' r- r - v 1 i� m�j z w � J 0- f 3- J, I A - LANDSCAPE BMP FILTER SWALE 0 {yj Lu 4 o e C1 ? W L -- -,� \ - SPOT ELEVATION 4 0 W rY V V. Q y u2 Lu N lty� M y, o 1 A TC - TOP OF CURB ELEVATION z w N 4 ° W 1t� EXITING HOUSE 1. GR - GRATE ELEVATION I u II LLl `° � ^W r � � 'c� \ r � it � 1 1 13 \ H w�` w y FS = FINISH GRADE ELEVATION to W N Z �} W 1- .� o� .1 �„ �, FINISH SURFACE ELEVATION r it 3 6 1 i0 Z - - -- - __ - -__ _._ -_ Z u o FF - FINISH FLOOR ELEVATION 1 C E K E E _. 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''�- .cam• - -- _ ...i. - ---- -._. .e.../ EXIST71 /4'GAS e3 a e i -� EXISTING PALM4 TO BE REMOVED 1° � I � .- - - 1�•', awl A � i � I 51.9 1 '6 .� i �l ' ,� _ 3 ;� v EASEMENT NOTES _ ToP _ 1� III I I� F 6 . —.. —.. .— .. —.. —.. , T __ — — —; — —. V _ w 55 - i -�xI TAC VMT 3 3 ExlsnN$Pq�MS ;OZ w z = C� w - 5y $ ""'E �`� �` (� 1 \ " ® EXISTING 12' PRIVATE ROAD AND PUBLIC UTILITIES EASEMENT PER �' 2 "�-�"r" -y °L� 1. - SEWER LATERA�2tEgN0UT I TOREMAm� pM� IK V cp o o ,. A. �, , • oy ! y _ - DOCUMENT No. 77- 021901 RECORDED JANUARY 19,1977 AND GRANT IQ.� JO Z �z zw z +�' DEED RECORDED JUNE 02,1998 AS DOCUMENT No. 1998-0328292, TO Y�n @ i� z °� a G Z W tugV 1� ' ����''���� � ' BE GRANTED TO THE FUTURE OWNERS OF THE PARCELS CREATED BY Q II z VI °w F a w 2 ► W, a Z '�+ O K W O F �. � 1/i V r Z I n F: O / w d a m I n o 1a 01 O Q g z n w CC o w\ g d P' �i ;/ �` x -' THIS MINOR SUBDIVISION UPON SALE OF EITHER PARCEL 1 OR PARCEL 2. p\ � 3 eo II 3F: �ID oW w� Ow�+n ,,1 Q Z Zw m 1. e oo< z zw I z / e ° IJ tt w Q I aC Z Q '..Z V GC w w {•. .. O w '-+ w o w o . �'I y-, ^> 9'A� ',�, EXISTING CUS TREE �" A- ILL- w O ` a ) B EXISTING 8' PRIVATE ROAD AND PUBLIC UTILITIES EASEMENT PER a ' Z `j ¢ U, �Rty1 5 i TO BE R MOVED O CI"C) �w Q� w O Qw 0 15fRM N a�4 al .a o y� #y 213 1" v► a o W I '` n 111 o Q o I r b Ml 1 Q 3 z � "; `ty ,� o oc �, o + i ,- z / DOCUMENT No. 77- 021901 RECORDED JANUARY 19,1977 FOR THE v ^ w w I w b ¢ z d y[ 1 1 + • Q w b'�Q o cc a a A- o `A' �" Z' BENEFIT OF THE ADJACENT NORTHERLY PROPERTIES OVER PORTIONS Z z - - 3 ° �',`'' Z 1 Hmcw 1,3 °w aZI35.i 'OP. j m 11 a "' o w n f x W H O OF PARCELS 1 AND 2 AS SHOWN. `�.Jq� m 0 = WeY 4 PIS p� n \►1 pQ i" �� m h FO � I� W O - \ 52. ni I'"' l►i�{I' w Q O +n \ (x /Ji �. N Z < 0 1353.88 R'oE y �. o �yi 6 MO PORTION 0 w x W �I K w ¢ z a, �-'' +► w z g o MOVE © 12' PRIVATE ROAD AND PUBLIC UTILTIES EASEMENT OVER PARCEL .+ 33 0 3• w w +t h F U. Z. "' 'o p " F O. v W ISTI TI BE ., TA I WALL 1 v3w �I w o M BE w �� o Q o ° x U ¢ H Q z MIA�It111N 2=V "FI7L gee E M 1 FOR THE BENEFIT OF PARCEL 2 TO BE GRANTED AND /OR RESERVED z - � _ I '', a 0. z "' `X" H o I SEE OWSItE BORROW AREA AT THE EASTERLY PON THE SALE OF EITHER PARCEL CREATED BY THIS MINOR SUBDIVISION. _ _ �) - W w m;9 I P bN SHIT4 (EROSION .r �" EXISTING PaLMS o , END OF A�tCEI 2 SHOWN DQ 5' PRIVATE DRAINAGE EASEMENT OVER PARCEL 1 FOR THE BENEFIT Q Q v IN CENTER OF LOT \ r I J / X ° _ £' � -P r �� \JJ CO /� J 1 C,ONSTROL PLAN) r �� - 1 To r ) J J OF PARCEL 2 TO BE GRANTED AND /OR RESERVED UPON THE SALE I � z IeE��u r .r - � it II 39 *gG 1 ° � I I 3 2.4x �' OF EITHER PARCEL CREATED BY THIS MINOR SUBDIVISION. 4k- / I , s? 0 z � f f� ' A % S / � � � r� rl .L� �' � O o I 1 ^� LO !! I I I EXISTING PALM ^'' / 10'- -.r l TO REMAIN I ? �EXISTING PALMS TO REMAIN I H EXISTING PALMS EXISTINfPALNS I I TO REMAIN ,' TO 11 I o � � I� / �/ PAD GRADING NOTE: M 1 11 1 1 3 1 I ' ^ An i 15 .2 roe 353.11 roE � / THERE IS NO PAD GRADING PROPOSED ON THIS PLAN. SEPARATE 1 1 1 Q - - -_ -____ _____ __ I GRADING PLANS ARE REQUIRED TO BE PREPARED FOR ANY FUTURE 0 1 !'I w _ _ _ _ _ I _ _ + g HOMES TO BE CONSTRUCTED ON THE PROPOSED LOTS, SUBMITTED s . .. —. — ..�.._.. —. a � Z °° ` _ _ �- — — — — — . — .. — _ J z _ \_ \._____ FOR PLAN CHECK AND APPROVED PRIOR TO THE ISSUANCE OF I 1 1`20 359.s roe . — a.. BUILDING PERMITS. V) %y ._ x— \ b Q I I II I I {- I EXISTING CURB OUTLET j � 0 � ---fl-- ji I I IX 38+00 ll, ,I 30' i I 0 i! it 1 CL 1 I 1'I W IT 3 3 II I I 1 �. 1 37 +70 ENISTISFW;14 AAw REFERENCES I I I I I � I ' I I I I 1 I I I I POOL EX _ITING HOUSE I I I I I DATE BENCHMARK SCALE CITY OF ENCINITAS BENCHMARK "ENC -48" 2.5" BRA55 DISC STAMPED "ENC -48 - L57322" HORIZONTAL AS NOTED ._ "f4 ELEVATION: 173.38 DATUM: NAVD88 VERTICAL AS NOTED XIST FEN E TO BE REMOVED J N 88 °56'46" W 661.93' �I O 260-2-13--14 i \ I I LANDSCAPE AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY e0 U M co II i w D w Z 07/24/06 z ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. LU PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV GRADING PLAN FOR: sr�VEN R. Ton/ES a.c,:F cslz4- BY: BY: � _ MIN0K 5UBDIVI510N 1=012 NICK KUNEWALDEK 177 - G y DATE: % 26 CITY ENGINEER 1329 LAKE DRIVE, ENCINITAS 8/y DATE: O � zSI O 6 DATE: �iZ tT ZQ6 04 -187 TPM /CDP SHEET 2 OF 4 5ECTION5 AND DETAILS _- .... . a l u ..... ... Sao -... _.. ..... .............. _- . __. _ - - - --- --- - 330 - - - ---- - -- - - -- - ----- - - _ � Q O V Ma J M g HW w Md- O� gM h �of' �W ® ® PKOFILE - PRIVATE ROAD+ iPuauc- SEWER y 1" = 20' HORIZ & VERT 4 o� o q 9 5TKUCTURAL 5ECTlON NOTE THE STRUCTURAL SECTION SHALL BE DESIGNED BY A SOILS ENGINEER AT THE TIME OF CONSTRUCTION BASED ON R -VALUE TESTING AND A TRAFFIC INDEX = 4.5 THE MINIMUM SECTION SHALL BE 4" AC OVER 6" CLASS II BASE. CONSTRUCTION ADJACENT PROPERTY —{ PROJECT PROPERTY PI /L EXISTING 12' PRIVATE PROPOSED NEW 12' PRIVATE OAD & UTILITIES EASEMEN ROAD & UTILTIES EASEMENT PRC EXISTING 8' PRIVATE ROAD & UTILITIES EASEME T 5' 5' DRAINAGE EASEMENT' 5' 24' PROPOSED LANDSCAPE / PROPOSED AC DRIVEWAY STORMWATER FILTRATION STRIP 2% PER DETAIL, THIS SHEET _ �i W\ 2 � 2 4 �y 'v D 2 O h EP —PCC PAVEMENT ESMT GRA55 OR TURF LINED OVER LANDLOK TURF j— — — REINFORCEMENT OR EQUAL 1' EXISTING GRADE FLAT BOTTOM TYPICAL SECTION -13MP LANDSCAPE 5WALE NO SCALE 4 � N KQL 1 -4 w� w wW �M Z 4 � �i ®tea + q 340 W -- - - - - -h ------------------------------------------------ _ -- --- - 330 I o� La ro er y f J b 4 � N r4 s 04 a 2 � Q�Q A" l PEIZ PLAN . SWALE SHALL 8E PLANTED wITH pEpTK ADWATE CAouMOcoVLR OR TURF. PER PLMY 4f PLAMrS THATARFE Norpwtomi To SLO"N4INOORAWA4E P(.OW+*Y T'VRFREINFOI c9MENTAIAT EXISTING R/W CIL EXISTING R/W ALSO BE PLANtED owl sloe swP". y Y 30' 30' IF/FiP[/G,EgLE < XISTING R/W EXISTING R/ ,'� . _ ,y ", V , NEW 4 EXISTING EXISTING A PVMT &BASE .5' PCC SIDEWALK �•`�y`�����`�`� ���� �,; BEHIND EXISTING CURB Q C,G & SW SEE DWG No. SI -016 - -� PER SDR5D G -7 IS" ,�� , �`�` ' 6NAUA! EN ;1r✓Ef R Se (L — — 2'/0 ° B MIN `- `��i`��,� � ; :y`i� � — 2 /a, _ — — — SEE NOTE ®FLOW _:. EXISTING C &G k-2* MIH• iCWN 31+ "cROSM" ROCK TYPICAL SECTION - LAKE DRIVE 6" MIN CL II BASE .`` .xo`� " NO SCALE UNDER NEW OR REPLACEMENT CURB �" "6dcw#f6ERE0 f0feLAYER SMA94 SE M1M/N ✓M 4',018P °JANOYLOAH °Solt Moo WITH N® r` �� 5. MORE 7NANSj1 CLAY coMfENT THE MIX SHALL CONZA1N 50$0X SANG, 20-30A CO(NP03Y0A HARD WoOV A01.041 AMP 20 -30% 7LPSbll- . NO. 66124 Im NOTE.0661AT603WALES 00 C+RApf5 OF MORE THAN 2.S! MI/ST !A(STi:LL GNr �K pAPa,�'® � LIMITTj/E:OPE o6 THE SWAE ib 2.5% (magi) mysowwso ArrAbvAp or TNr c,v,a O 1RE6tAK OF FNOINENNINy SfAftf S. FC A #0r&: Al0 ALUR AWC kf rO SE UtSp MI lMfS OCT70N. 07/24/06 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ENGINEER OF WORK APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. -0- C-HAN E CITY OF ENCINITAS BENCHMARK "ENC -04" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROV GRADING PLAN FOR: EvVi03�OE�I>a 2.5" BRASS DISC STAMPED "ENC-04 - L57322" W�� �� '�'`'E° MINOR5UBDIVISIONFOK NICK KUNEWALDEK 177 - G ARF-A HORIZONTAL AS NOTED BY: BY: ®ETAII- CITY ENGINEER VERTICAL AS NOTED 8Y• DATE: � 1329 LAKE DRIVE, ENCINITAS DATE: p/ ZS/ n L DATE: Q Z ca �. 1'1 7- ELEVATION: 67.64 DATUM: NAVD88 License Expires 3 ®— /S `TTY 04 -187 TPM /CDP SHEET 3 OF 4 • O O 2 -4 J 0 W W z cD z W s EK05ION CONTROL NOTE5 1. In case emergency work is required, contact NICK KUNEWALDER, at (760) 500 -1934, 24 hours a day. 2. Equipment and workers for emergency work shall be made available at all times during the rainy season (October 1 to April 15). All necessary materials shall be stockpiled on site at convenient locations to facilitate rapid construction of temporary devices when rain is imminent. 3. Devices shown on plans shall not be moved or modified without the approval of the Engineering Inspector. 4. The Contractor shall restore all erosion control devices to working order to the satisfaction of the (Sty Engineer after each run -off producing rainfall. 5. The contractor shall install additional erosion control measures as may be required by the City Engineer due to an incomplete grading operation or unforeseen circumstances which may arise. 6. The Contractor shall be responsible and shall take necessary precautions to prevent public trespass onto areas when impounded waters create a hazardous condition 7. All erosion control measures provided per the approved Grading Plan shall be incorporated hereon. 8. Graded areas around the project perimeter must drain away from the face of slope at the conclusion of each work day. 9. All removable protective devices shown shall be in place at the end of each working day when the five (5) day rain probability forecast exceeds forty percent (40 %). Silt and other debris shall be removed after each rainfall. 10. Should germination of hydroseeded slopes fail to provide effective coverage of graded slopes (90% coverage) prior to November 15, the slopes shall be stabilized with punched straw installed in accordance with Section 35.023 of the Erosion Sediment Control Handbook of the State of California Deparbnent of Conservation. HYDR05EED NOTE5 1) Hydroseeding shall be applied to all slopes that are graded 6:1 (Horizontal to Vertical) or steeper when they are: 1. Three feet or more in height in fill areas. 2. Five feet or more in height in cut areas, unless slope is not subject to erosion due to the erosion resistant character of the material as approved by the City Engineer. 2) Irrigation shall maintain a moisture level of the soil at the optimum level for the growth of the hydroseed mix. 3) Hydroseeding Mix shall consist of all of the following: 1. Seed ma shall consist of no less than: Minimum % Purity/Germination a. 2.0 lbs. per acre of ARTEMISIA CALIFORNICA 05/60 b. 2.0 Its. per acre of CAMISSONIA CHEIRANTHIFOLIA 90/80 c. 4.0 Ibs per acre of ENCELIA CALIFORNICA 40/60 d. 4.0 Its per acre of ERIGONUM FASCICULATUM e. 3.0 Ibs per acre of ESCHSCHOLZIA CALIFORNICA 98/80 f. 12.0 Ibs. per acre of FESTUCA RUBRA'MOLATE' 95/80 g. 1.0 Ibs, per acre of LAYIA PLATYGLOSSA 60/60 h. 6.0 Ibs. per acre of LOTUS SCOPARIUS 90/80 i. 4.0 Ibs. per acre of MELICA IMPERFECTA 80/60 j. 3.0 Ibs per acre of MIMULUS AURANTIACUS PUNICEUS 02/60 k. 3.0 Ibs. per acre of PHACELIA CAMPANULARIA 98/75 I. 3.0 Ibs. per acre of RHUS INTEGRIFOLIA m. 2.0 Ibs. per acre of SALVIA MELLIFERA 70/50 n. 8.0 Ibs. per acre VULPIA MICROSTACHYS 90/80 2. Type 1 mulch applied at the rate of no less than 2,000 Ibs per acre. Type 6 mulch (straw) may be substituted, all or part, for hydraulically applied fiber material. When straw is used, it must be anchored to the slope by mechanically punching no less than 50% of the straw into the soil. 3. Fertilizer consisting of ammonium phosphate sulfate, 16 -20 -0, with 15% sulphur applied at the rate of 500 Ibs. per acre. 4) Areas to be hydroseeded shall be prepared prior to hydroseeding by: 1. Roughening the surface to be planted by any or a combination of: a. Track walking slopes steeper than 6:1. b. Ripping areas that will not break up using item "a" above. 2. Conditioning the soils so that it is suitable for planting by: a. Adjusting the surface soil moisture to provide a damp by not saturated seed bed. b. The addition of soil amendments, ph adjustment, leaching or covering saline soils to provide viable conditions for growth. 5) Hydroseeded areas shall be maintained to provide a vigorous growth until the project is permanently landscaped or, for areas where hydroseeding is the permanent landscaping, until the project is completed and all security released. I I I � I I ! d � I 0 I � { I 14 I � I DI 1 � 33 I I_ I II J _ -J I I r I i I I I I - 33 �"T Go . G J jll I� II I I I hI I la II III Ir hi I� it to hn i II I I lyl F1ICI u 33 I II � 33 I� II MIN. NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNEL RUNOFF TO SEDIMENT TRAPPING DEVICE CRlASHED ROCK 1.1' Mm. UNLESS OTHERWISE SPECS BY A SOBS ENMEER DT3t FABRIC ON SECTION A -A ORIGIN&GRAOE 5TA13ILIZED CON5TKUCTION ENTKANCE No SCale REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK O- INN C" Al to 3 CITY OF ENCINITAS BENCHMARK "ENC -48" OR AEV1J10A1j ,e� „" _ ~ x 2.5" BRASS DISC STAMPED "ENC -48 - L57322" ELEVATION: 173.38 DATUM: NAVD88 SCALE HORIZONTAL AS NOTED VERTICAL AS NOTED Wo.95124i /A ER05ION CONTROL F SCALE: 1" = 40' 0 20 40 60 60 100 PERMANENT TURF AND LANDSCAPE FILTER AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. GRAVEL BAG DAM (CALTRANS BMP SC -4) CONSTRUCTION ENTRANCE (CALTRANS BMP TC -1) HIPROSWO RAM d?Ro c-poa LAND5CAPING NOTE5 )POSED ON -SITE BORROW AREA USED FOR FIRE DEPT TURNAROUND ) DRAINAGE CONTROL FILL ONLY IRTr VADhS _ 'Kin FYPn0T Ali nWFh i �kiV`Y �h 1. All slopes shall be planted and Irrigated in accordance with plans approved by the City Engineer. Plans shall conform to the City of Encinitas Grading Ordinance and all adopted Landscape and Irrigation Standards. 2. Finish Grading and Planting shall be accomplished on all slopes prior to October 1 or immediately upon completion of any slopes graded between October 1 and April 15. A ENGINEER OF WORK PLANS PREPARED UNDER SUPERVISION OF 5iE ✓EN . �JjONES 946 65/2y Qy' / DATE: Lkwm Expl es 9-5D-/,5- APPROVALS RECOMM DED APPROV BY: • BY: CITY ENGINEER DATE: 99 a 6 DATE: STORMWATER POLLUTION CONTROL DMP NOTES Relative to Construction Activities Concrete Washout Contractor shall establish and use an adequately sized Concrete washout area to contain washout wastes on site. It is illegal to wash concrete slurry, mortar, stucco, plaster and the like into the stormwater conveyance system or any receiving water. Contractor shall post a sign designating the washout location. Construction Site Access A stabilized construction site access shall be provided for vehicles egress and ingress to prevent tracking dirt off site. This shall include using material such as gravel and /or corregated steel panels /plates. Construction Vehicles A specific area away from gutters and stormdrain shall be designated for Construction vehicles parking, vehicle refueling, and routine equipment maintenance. All major repairs shall be made off -site. Erosion Control Erosion control must be provided for all erosive surfaces. Sloped surfaces especially gall be protected against erosion by installing erosion resistant surfaces such as erosion control mats, adequate ground Cover vegetation, and bonded fiber matrix. No excavation and grading activities are allowed during wet weather. Diversion dikes shall be constructed to channel runoff around the construction site. Contractor shall protect channels against erosion using permanent and temporary erosion control measures. Remove existing vegetation only when absolutely necessary. Large projects shall be conducted in phases to avoid unnecessary removal of the natural ground Cover. Do not remove trees or shrubs unnecessarily; they help decrease erosion. Temporary vegetation must be planted on slopes or where construction is not immediately planned for erosion control purposes. Erosion shall be prevented by Planting fast- growing annual and perennial grasses to shield and bind the soil. Plant permanent vegetation as soon as possible, once excavation and grading acfivides are complete. Water usage for dust control shall be minimized. On -site Construction Material Storage Stored materials shall be contained in a secure place to prevent seeps and spillage. Contractor shall store these products where they will stay dry out of the rain. Contractor shall provide secondary containment for all fuel stored on -site. Eliminate or reduce pollution of stormwater from stocloles kept on -site. Stockpiles may include soil, paring materials,asphat concrete, aggregate base, etc. Stocioles shall be located away from concentrated stormwater flows and stormdrain inlets. Stockpiles shall be covered or protected with soil stabilization measures and provided with a temporary sediment barrier around the perimeter at all times. Training Contractors' employees who perform Construction in the City of Encinitas shall be trained to be familiar with the City of Encinitas stormwater pollution control requirements. These BMP notes shall be available to everyone waling on site. The property owner(s) and the prime Contractor must inform subcontractors about stormwater requirements and their own responsibilities. Waste Management Contractor shall be responsible for properly disposing of all waste and unused aorehuclion materials. Dumping of unused or waste products on the ground, where water can carry them into the conveyance system is strictly prohibited. No seepage from dumpsbers shall be discharged into stormwater. Berms /dikes shall shall be placed around dumpsters to divert the natural storm runoff. Dumpsters shall be checked frequently for leaks. Dumpster lids shall remain closed at all times. Dumpsers without lids shall be placed within structures with impervious roofing or Covered with tarps in order to avoid rain Contact with any trash material. Many construction materials, including solvents, water -based Paints, vehicle fluids, broken asphalt and concrete, wood, and cleared vegetation can be recycled. Non - recyclable materials must be taken to an appropriate landfill or disposed of as hazardous waste. For information on disposal of hazardous material, call the Hazardous Waste Hotline toll free at (800) 714-1195. For information on landfills and to order dumpsters call EDCO at (760) 436 -4151. Pollutants shall be kept off exposed surfaces. Place trash cans and recycling reoephdes around the site. Portable toilets must be in good working order and checked frequently for leaks. Contractor shall provide secondary containment and locate portable toilets away from sto d lets rfa N O r 4 Crri 9 rm ran m on pervious su ces. 1� All construction debris shall be kept away from the street, gutter, and storm drain. � Contractor must routinely check and clean up material that may have traveled away from construction site: W W Z 0 07/24/06 Z W CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN FOR: MINOK 50DIV1510N FOK NICK KUNEWALDEK 177 - G 1329 LAKE DRIVE, ENCINITAS 04 -187 TPM /CDP SHEET 4 OF 4