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2003-7852 G (Plans) 7G NOTES NOTIFICATIONS HYDROSEED NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 36% THE LAND REFERED TO HEREIN IS SITUA TIED IN THE . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 2. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES (EXCLUDING ANY EXISTING MAN MADE SLOPES). STATE OF CALIFORNIA, COUNTY OF SAN DIEGO. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A E. HYDROSEED. LOT a7 AND 10 OF MAP 23947 CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 1. H droseedingg shall be applied to all slopes that 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 10 FT AND THE MAXIMUM CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN are graded 6:1 (horizontal VERTICAL HEIGHT OF FILL IS 9 FT A.P.N.: 264- 241 - 19,21,24 STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS. HOWEVER. to vertical) or steeper when they are: 3. A.) AVERAGE DEPTH VOLUME OF CUT (C. F.) 2.6' SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY a. Three feet or more in height in fill areas. OF CUT AREA OF CUT (S. F. SITE ADDRESS REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY b. Five feet or more in height in cut areas unless MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES slope is not sub ect to erosion due to the ) VIA MONTE VERDE 2. THE SOILS REPORT TITLED " GEOTECHNICAL INVESTIGATION LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S erosion resistan character of the material as B. AVERAGE DEPTH VOLUME OF FILL (C. F.) 2.5' OF FILL AREA OF FILL (S.F.) ENCINITAS, CA 92024 pOUBLE AI V PM PREPARED BY GEOTECHNICS y RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO approved by the City En ineer. INCORPORATED A TED 121 , SHALL BE CONSIDERED AS A CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 2. Irrigation shall maintain he moisture level of O� �P PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND the soil at the optimum level for the growth of the h ydroseeded growth. ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF Y 9 CONTAINED IN SAID REPORT.UPDATE LETTER DATED JUNE1(6 2003 WORK: 3. Hydroseeding mix shall consist of all the LONE JACK L P. �� 1060 WIEGAND STREET SHALL ALSO j3E 009DERED A PART OF 7U)S 6CADIN& PLAA1, A. SEWERS - ESO 633 -2770 following: 11owing: OLIVENHAINL CA 92024 a. Seed mix shall consist of no less than: � 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 1. 20 lbs. per acre of rose clover OWNER S CERTIFICATE SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS 6 ELECTRIC - SDG&E (800) 422 -4133 - DIG ALERT PHONE: (B58)759-0970 IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE 2. 20 lbs. Per acre of zorro fescue APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SOWD 633 -2848. 3. a lbs. Per acre o f E school c i l c o l i f o r n i c a IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO CONJUNCTION WITH IMPROVEMENT PLANS. 4. 4 lbs. Per acre of achillea millefolia n O. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT 5. 3 lbs. Per acre of alyssum (carpet of snow) THESE PLANS. ESTIMATED EARTHWORK CCU 6. 1/2 lb. Per acre of dimorpholeca 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 7. Items c, d, e, and f of this subsection may IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 8, 450 CUBIC YARDS EXCAVATION (CUT) GRADING. E. CABLE TV - COX (800) 422 -4133 - DIG ALERT be omitted on locations where the area being REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 5, 050 CUBIC YARDS EMBANKMENT (FILL hydroseeded is not visible from either a ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 public street or residential structures. ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF 3,400 CUBIC YARDS EXPORT* (CUT) TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 8. Item a of this subsection must be inoculated THE IMPROVEMENTS. * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE. (760) 633 -2770. with a nitrogen fixing bacteria and applied REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. dry either by drilling or broadcasting TRENCH VOLUMES OR ANY OVEREXCA VA TION, IF 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR before hydroseeding. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR REQUIRED BY SITE CONDITIONS 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED 9. All seed materials shall be transported to GEOLOGIST HAS BEEN OR WILL BE RETAINED TO OBSERVE CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO the jobsite in unopened containers with the ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. California Department of Food and AND STABILITY OF THE SITE. ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. OR A LICENSED LAND SURVEYOR. Agriculture certification tag attached to,or printed on said containers. EARTHWORK QUANTITIES ARE ESTIMATED FOR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL , 10. Non -phyto -toxic wetting agents may be added PERMIT PURPOSES ONLY. (CALCULATED ON A SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGEVEER S CERTIFICATE to the h droseed slurry at the discretion of THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND the contractor. BRUCE WIEGAND A TE DUE TO SHRINKAGE OR SWELL FACTORS) . FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I. /%/rNeNrr4Etfcu REGISTERED CIVIL ENGINEER IN THE STATE OF b. Type i mulch applied at the rate of no LONE JACK L.P. REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL less than 2,000 lbs. Per acre.Type 6 mulch DETER MINED. REFER TO SOILS REPORT FOR REMOVAL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL (straw) mayy be substituted, all or part, for AND RECOMPACTION DEPTHS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (i/2) CONDITIONS PREVALENT WITHIN THIS ITE WAS MADE BY ME OR UNDER MY hydraulically applied fiber material. When MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES /o l of AND 9 /is /o 3 ONE COMPLETE straw is used it must be anchored to the CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY slope by mechanically punching no less than NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 50% of the straw into the soil. ENGINEER, ALONG WITH UPDATE LETTER DATED o6lli101 FURTHERMORE. I c. Fertilizer consistingg of ammonium 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE phosphate sulfate, 16 -20 -0, with 15% sulfur MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE applied at the rate of 500 lbs. Per acre. i PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 4. Areas to be hydroseeded shall be prepared prior to - LOT 12 GRADING CONTRACTOR AND PERMITTEE. THE PREGRAOE MEETING J� hydroseeding by: SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: ADVANCE BY CALLING (760) 633 -2770. a. Roughening the surface to be planted by any or ACE NO.: y0333 a combination of: of�s; 1. Track walking slopes steeper than 6:1. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 3• oQP F. �Ft �.� 2. Rippin areas that will not break up using j/- o �. NY t PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE: e o item i above. - DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE � � i = - LOT 8 GEOTECHNICS INCORPORATED : '� b. Conditioning the soils so that it is suitable , CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 9245 ACTIVITY RD., SUITE 103 C040333 -+ Z for planting by: - - LOT 9 SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE SAN DIEGO, CALIFORNIA 92126 ,�o� a 1. Adjusting the surface soil moisture to CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING (858)536 -1000 * p•� * provide a damp but not saturated seed bed. OPERATION. � Civ �� 2. The addition of soil amendments, ph PROJECT NO. 0007 - 010 -00 �r o P� adjustment leaching or covering saline 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING DOCUMENT NO. 1 -1332 CAL soils to provide viable conditions for PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL growth. + + RELEASE OF SECURITY, AND AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 7852 -G H LOT 6 _ I HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE vig orous areas shall be maintained to provide a growth until the p roject is permanent) APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED g g h t r1 =_ T� + AS- GRADED PLAN ". THIS STAT SHALL BE FOLLOWED BY THE land for areas where VE DE TIONOFRESPONSLBLE CHARGE permanent e landscaping, hydroseeding is he until the project is completed + + _ - A� - + DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES and all security released. + + - - LOT 1 1 SUCH GRADING OPERATION. - - -- - I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED + PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS [� SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL + + = t I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS '+ ; SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT , + SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF + RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND �. DESIGN. +, \` _ TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT - - IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE i + \DOVE HOLLOW, CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS Q pEESSj N - C) + - -- - AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR P THEIR INTENDED USE. A. r + + 1 < 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED '`�QQ� �'o' DEVELOPEMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONOING �/j� ,(� G 03 " 3 r OF STATE WATER RESOURCES CONTROL BOARD (SWACB) OREDER NO. 99 -08 OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID �' No . 29577 �" _ _ _ _ w m DWG (N. P. D. E.S. GENERAL PERMIT N0. CAS000002) WASTE DISCHARGE _ DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE WAYNE PA 0, RCE 29577 D TE Exp. 03/31/07 z REQUIREMENTS FOR DISCHARGES OF STORM WATE RUNOFF ASSOCIATE x� SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A UB- OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING -) 1 + LE DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN EROSION CONTROL �Sj CIVIC PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT G + i LL INSTALLED. q� F WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE i , PANO ''-------------- 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT OF CA1-Z AND ACCURATE NOTICE -OF- INTENT (N0I) SHALL BE FILED WITH SWRCB. M i H ROAD 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND SAUCE WIEGAND AT (858) 339 - 5930 A COPY OF THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS - i+ FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED NOI FROM SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL + KEY MAP MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT IN ADDITION THE UNDERSIGNED AND SUBSEQUENT OWNER(S)OF ANY NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF PORTION OF THE PROPERTY CONVEAED BY THIS GRADING PERMIT NO. A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 7852 -G AND BY THE SWACB ORDER NO 99 -08 DWG AND ANY SUBSEQUENT PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL PROVISIONS AS PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED SET FORTH IN SECTION C.7 OF SWACB ORDER NO. 99 -08 DWG. ACCORDANCE WITH SPECIFICATIONS. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. ff," /T N0. 9 -375317199 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER �. No1 SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS AFTER EACH RUN OFF PRODUCING RAINFALL. L.•..� ^.-h L. P• _ 6 /��s SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE OWNER OF LAND DA 7E �. ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ItI ff f l'� �' � rH ,•rQ �/�nrfit rY li ^A° CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO / �' vi„ M ver EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED WHICH MAY ARISE. OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE SIGNATURE OF LAND WNER, CORP OFFICER ACCORDANCE WITH THE GRADING ORDINANCE. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO GERNERAL PARTNER OR PROPRIETOR Z 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 7. THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT �i„ 41 HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE GRADING PLAN SHALL BE INCORPORATED HEREON. ,(�i d • e FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY PRINTED NAME OF ABOVE RSON DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. FAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE TITLE CIf F I.A * DSCAPIlVG AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ENC NUAS FIRE PROTECTION DIST. O MUNICIPAL WATER DIST. CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 REVIEWED BY. VIEWED BY.• SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE _ VICLN A1AP •ti48 -85 OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. OF CALIFORNIA DEPARTMENT OF CONSERVATION. DATE: DA TE S /4 04TV tE P 1[ DA o REVISIONS APPROVED DATE REFERENCES DATE B EN SCALE CO DEVEL.oPMENT DESIGNED BY _ DRAB BY CHECKED BY APPROVALS CITY OF ENCINITAS FNGEKFXIUN DEPARTMENT DRAVaNG NO. A0 Ut WA LL � � 4- - CHISLED SO. TOP HDWALL MARKED W RE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: - - 7852 -G m§ ADD STORM DRAIN ldT7�_- '� 3 3�0 _ -_ _ -_ _ _ - -_ STEEL FENCE POST AT SW COR INT HOAIZONAL _ N/A _ -_ DATE: 4/11°3._ BY: _ -- BY: _ �� EL CAMI NO DEL NOR TE 6 RHO SANTA � , Via Monte Verde - LotS 5, 7 & 10 MA.P 139 FE RD 23 W RHO SANTA FE RD 6 - -- -- �'i R.C.E. N0. X957 60 ' S EL CAMINO DEL NORTE CL VERTICAL N/A A a -3 WAYNE PASCO DATE: Q DA TE: _ A A P.N. #264- 241 - 19,21.24 - -- -- - - -- EL 119. 4 76 (DA T UM: M. S. L. ) E XP. • - -3 -� WORK PROJECT NO. DATE: 315103 SHE ET i OF 7 PE 1019A1 LANDSCAPE coNDrrION - -_ _. __ �- � ,- , � , -' __ -- - _ -- - __ __ _ _ - - -- �, LEGEND _ S.D.R.S.D. - SAN DIEGO REGIONAL STANDARD DRAWINGS IN ACCORDANCE WITH SECTION 23.24.510 OF THE ENCINITAS MUVICIPAL _ i CODE, PROPOSED GRADED SLOPES EXCEEDING 15 FEET IN VERTICAL � � - = �. _ _ - _-___ _ -�_ LOT LINE HEIGHT SHALL BE PLANTED WITH TREES, SHMRLIBS, AND GROtN�COVER. s PRIOR TO APPROVAL OF ROUGH GRADING " BY THE ENGINEERING � � � � / �� � � �' � � � � � __ _ - - _ ! _ � -- -- DEPARTMENT, A LETTER FROM A STATE LICENSED LANDSCAPE - - - _ _ - - _- 21 Q _ EXISTING CONTOURS -- - - - - ARCHITECT SHALL BE SUBMITTED TO THE CO~ITY DEVELOPMENT \� I -�- " 2 _ DEPARTMENT CERTIFYING THAT ALL SLOPES EXCEEDING 15 FEET IN � �' � ��� ' GRASS CHANNEL @ OX SLOPE _ � - � ....- -- LOT NUdBER PARCEL �� HEIGHT SHALL BE PLANTED WITH AN APPROPRIATE COMBINATION OF - i 2 TAIL THIS SHEET EXISTING 24 " STORM DRAIN PER DWG #5794 -G EXISTING EASEMENT — — — _ TPEES� SHRUBS, AND GROUNDCOVEA THAT MEET THE 'FIRE DEPARTMENT _ _ _ _ _ Q EXISTING TRANSFORMER AND RISER GUIDELINES FOR PLANTING IN DEVELOPMENTS SUBJECT TO FUEL i MODIFICATION", INCLUDE ONLY NON- INVASIVE, NATIVE, DROUGHT- HT- EXISTING WATER MAIN PER DWG #5794 -G PROPOSED CONTOURS 255 � \ / � �'` \ m - -� - - - - -�.� - - - - - - � - - - � - - - �- - - �� � - - TOLERANT PLANTS FOR SLOPES THAT ARE ADJACENT TO BIOLOGICAL I \ EXISTING SUB DRAIN PER DWG 05794 -G EXISTING EDGE OF PAVEMENT PER DWG 5794 -G OPEN SPACE AREAS OR AREAS CONTAINING NATIVE VEGETATION, AND BE '" \ SPACED AT NOT TO EXCEED 20 FEET ON CENTER FOR TREES AND 10 10 FEET 1� �- - - � - - - - - - " - - _ EXISTING SEWER MAIN PER DWG #CS -293 CENTERLINE ---- - - - - -- ON CENTER FOR SM9UBS THAT WILL PROVIDE FULL COVERAGE AND PREVENT � N7A *34'13 "W 2 9 .i�l t. EROSION. PRIOR TO ISSUANCE OF FINAL OCCUPANCY, A FINAL LETTER SHALL - 0.2' DEPRESSED EDGE SWALE 2.75:1 CUT SLOPE MAX. % _ _ v0 �!j '� I \ BE SUBMITTED FROM A LICENSED LONNDSCAPE ARCHITECT CERTIFYING THAT / tip' tia �� \ FOR 10 FEET. PROVIDE 5 x10' THE SITE HAS BEEN INSPECTED BY THE LANDSCAPE ARCHITECT AND MEETS / O1 fa--M o M t C 1/ `/ Pi a ��L' �'Z ��2 y ?' \ rc? � NO. 3 BACKING W /FILTER FABRIC. THE ABOVE REQUIREMENTS AND THAT THE PLANTING IS WELL ESTABLISHED \ \ m _ � �G - �i G -1 O. � � - � - 2.7a1 FILL SLOPE MAX. mfm (BOX OF SLOPE AREA HAS GENERATED AND IS IN A HEAL THY, ACTIVELY *'y- __. _ -8 `ZB •22 ' EoX or S�tS GROWING STATE) AND GROWING ON THE SLOPES. I 220 �i — Y — _-- \ - -- EXISTING SEWER MAIN PER DWG 5794 -G /CS -293 —S —S _ -- _ �' _ •• ' : ' •~ I }, RIP T RAP ENERGY B ACKING D SSIPATOR EXISTING WATER MAIN PER DWG 5794 -G _ - AT DRAIN PIPE INVERT 2 �L 213.0 ' 21s SEE SECTION B BELOW EXISTING SEWER SERVICE PER DWG 5794 -G n 212.0 ' EXISTING WATER SERVICE EXISTING WATER SERVICE PEA DWG 5794 -G �! PER DWG 05794-G LIMITS i ��5: ``�_ .� : \ \ ♦ TS OF GRADING '�• . � •,2. _ • • • ,. . � \ � 6' PVC DRAIN PIPE L =25 S =4.0� W w FL =213.0 219.3 � EXISTING SEWER LATERAL PROPOSED AC PAVED DRIVEWAY PEA DWG #CS -293 O A` �.,. . \h PROPOSED DRAINAGE DIRECTION \ \� T # 2 A • t 6" PVC DRAIN PIPE L-80' S -2.5X T M 97 PROPOSED GRASS -LINED BROW DITCH c � \ ►a \ } . FADED LINE REPRESENTS \ I PROPOSED SPOT ELEVATION s \ } EXISTING ROAD p�D F r = 22D• ._�,95 . ' . .7.3 : SETB • \ GRADING CONTOUR�.� \ ' CONNECT GOOSED GRASS \ ! \ \ � 9 �' \ \ \ PROPOSED CUT /FILL LINE - LINED BROW DITCH TO EXISTING \ \ M ROCK LINED BROW DITCH TB (�(} .3 } \ } \ FINISH SURFACE Q s� c PROPOSED AREA DRAIN ❑ `HOUSE FS-2 20.0 TY \ } } \ 2% MIN. \ \ \ \ '0 2 %— i } \ ,(� EDGE O PAD /BERM - N ` \ \ \ ✓ \I + \ \ PROPOSED RIP RAP ENERGY DISSPATOA , 1. S URFACE \ FINISH AT \ ��c� �' '' EXISTING D -75 BROW DITCH \ \ \ HOUSE FS -220.0 TYP. \ m \ 5 \ s INDICATES GRASS OA TURF LINED VEGETATION \ \ CLEANSING AREA.TO BE PRIVATELY MAINTAINED 4% \ `� \ \ AP =219.j' \ 1 AND NOT MODIFIED WITHOUT OBTAINING A PERMIT \ N \ \ \ �`t %% >� 2 19 \ = 0.4 / FROM THE CITY OF ENCINITAS. \ w \ 43 SET LANDSCAPE AREA FOR BMP \ \ \ \ \ FL 18. 20% - MAX. v/ \ rn � ,�; � \ �► r r INSTALL N0. 2 \ 3 I { \ c BACKING RIP RAP `\ \ \ •�� - \ \ m 4' WIDE x 5' LONG GRAPHIC SCALE 1 " =20' uj \ � � ry I 0 20 40 60 .titi \ V \ \ \ \ \ 2' SHOUL 16' oaEwAY 2' SOLDER 2.75:1 \ `� � i�� 2.75 2.75 \ \ \ \ \ \ cu \ \ \\ \ \\ \\ `� \ \� \\ \ \ 22 2X 2.75 \ \\\ \ \.� \ h \ \ \ '� LIMITS OF GRADIN�\ Z \ \\ /� N . �.. \ G� �� \ \ 1 \ I '3" A/C OVER a" CLASS II BASE-/ TCH \ \ SOLID L IT� S AEPRESEQ�T TYPE A- SECTION c-5 AC OncE FINISH \ \ TALL Gf�A�SS LINED BAQW \ GROUND CONTQURS TYP \ DI SEE NTA IL THIS SHEET LINE REPRE`S�INTS EXIST \ \ SECTION A - DRIVEWAY \ \ \ \ \ G � -,CONTOURS TYPICAL \ \ I NOT TO SCALE l � \ � 4' MIN. \ � \ OPTION OVER UIIMCK \ \ \ \ \ \ \ \ \ \ I \ PROPOSED hULISE - - TLHF EED�FU RENT FFEL- 12P0.41' ( — _ — — \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ I \ ° COVdC.° SL44B ° FINISH SGFFACE AIVD - — _ \ \ \ \ \ \ \ I \ SAND PAD ELEVATION-219.5' TION- 219.5 ' \ \ \ \ \ \ ♦ \ \ \ \ \ L I L. 1 =+ , � I� , I -i I ! -i ! - t 11= SECTION B - HOUSE & PAD GRADING PLAN — LOT S = BROW DITCH -- NOT TO SCALE SCALE. 1 " -20 ' T 4' 5' 4' 5' 6" DRAIN PIPE GRASS LINED DITCH f OX SLOPE C/L 1' MIN. p' 2' - — .•,�' SEE DETAIL. AT RIGHT EAS -NT VU VERDE EAShENT _ SIDELINE SIDELINE .. ? nvV ElEV 219. - = 32 ' J p F ESS j FILL BEAN " ,. ,r ALLOW 02' DAD EDGE 0 • SWALE FOR 10' TYPICAL �O A. 4 - -_ - I 24' 4' c;� S o y Y'• DSTALL NO. 3 BACKD6 ~ , 0'- 1. " Z - 1 FOOT THICK WITH F1' I 2% 2 I w No . 29577 m - FILTER FABRIC AT DRAIN 5 k10' W. 3 BACKING � Exp . 0 3/31/ 07 29577 m PIPE LOCATION i FOOT THICK W1 FILTER FABRIC SECTION C —BERM SECTION D —BERM rq� OF C A 1� SECTION E — VIA MONTE VERDE < NOT TO SCRT En C REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SC SPECIAL DISTRICT M� NAP APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMEN DRAWING N0. 2al� CHISLED SO. TOP HEADWALL MARKED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING PLAN FOR: Z W/ STEEL FENCE POST AT SW COP IN HORIZON 1 • - 20 ' DATE : 22� BY: 7652-0 8Y: _ EL CAMINO DEL NORTE 6 RHO SANTA Via Monte Verde Lot S 7 & 10 MAP 13947 FE RD 23 ' W RHO SANTA FE RD 6 R.C.E. NO. 29577 DATE: DATE: 60' S EL CAMINO DEL NORTE CL VERTICAL NZA WAYNE PASCO A.P.N. #264- 241 - 19.2124 EL 119.476 (DATUM: M. S. L.) E X P . 3 -31 -D 7 WORK PROJECT NO. DA TE: 3/5/03 SHEET 2 OF 7 PE 1019A1 v Av LEGEND I / j / r -• ' i Y r' HYDROSEED SLOPE PROTECTION (OA EQUAL) -- - - / i SAND /GRAVEL BAGS (2 HIGH) 00000000 � .00 / / - ` _ _ 214 SILT FENCE X X- ' � .0000 � / / 1 \ \ EROSION CONTROL / __ _ _ _. _ - - - -,SEE DETAIL THIS SHEET �2 INSTALL CONSTRUCTION -- EN Y ta__ M o n t e V e r ct e - _ \ 10, 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT i ` �o o 7 =20' ' 220 BRUCE WIEGAND (858) 339 -5930 Jy O °o - - GRAPHIC SCALE i " �• 1 1 00 0 g 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE - AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL �� •o ° � ° '� ° . �' • : ' . 0 20 40 60 NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT / •� Q © \ , : • 21 CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF - J IB% •�• ` '\ ' , . • \ TEMPORARY DEVICES WHEN RAIN IS IMMINENT. �, _ ,�• - - • • �. • ' ' . o' ' • •� ' ' _ ` HYDROSEED NOTES 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 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER •• _ ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER AFTER EACH RUN OFF PRODUCING RAINFALL. • . • \: WHEN THEY AREA: _ A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO \ SLOPE IS NOT SUBJECT TO EROSION DUE TO THE UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES • . \ EROSION RESISTANT CHARACTER OF THE MATERIAL AS WHICH MAY ARISE. •.N I O t APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE t I THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO � � 97 THE HYDROSEEDED GROWTH. HA AR CONDITION. M 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: AREAS WHEN IMPOUNDED WATERS CREATE A Z DOUS C D A. SEED MIX SHALL CONSIST OF NO LESS THAN, 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED .•. ' :• ' • ' , sue• \ \ 1. 20 LBS PER ACRE OF ROSE CLOVER GRADING PLAN SHALL BE INCORPORATED HEREON. 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY \ ••�'• �'. 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK \ I 5 . 1/2 S PER ACRE A LYSSUM ET OF SNOW) DAY. \ I CROSS HATCH REPRESENTS 7. ITEMS C, D, E AND F OF THIS SUBSECTION MAY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE I STRAW BLANKET OR CITY APPROVED BE OMITTED ON LOCATIONS WHERE THE AREA BEING AT THE END OF EACH, WORKING DAY WHEN THE FIVE (5) DAY RAIN \ EROSION CONTROL BMP. SEE NOTE HYDAOSEEDEO IS NOT VISIBLE FROM EITHER A PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT I PUBLIC STREET OR RESIDENTIAL STRUCTURES. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. \ •� 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED 'N WITH A NITROGEN FIXING BACTERIA AND APPLIED 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE \ ' • .' ' , . ' GRAVEL BAG CHECK DAM DRY EITHER BY DRILLING OR BROADCASTING DETAIL THIS SHE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR ' , '�• 2 BAGS HIGH SHEET PER BEFORE DYROSEEDING. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH '\• I 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 \ �.: THE JOBSITE IN UNOPENED CONTAINERS WITH THE OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE \ ••�'• DOTTED HATCH REPRESENTS CALIFORNIA DEPARTMENT OF FOOD AND OF CALIFORNIA DEPARTMENT OF CONSERVATION. HYDROSEED SLOPE PROTECTION AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR \ ,� PRINTED ON SAID CONTAINERS. 10. NON-PHYTO-TOXIC WETTING S D TO THEHYDROSEED SLURRYAT ZFPAD AREA 13 TO RBMAINEXP+OSM FOR MOM THAN3 MONTHS AFIT3R \ ' , ' . \ ' ' . • , ' . INSTALL SILT FENCE THE CONTRACTOR. CONCLUSION OF SITB GOADING OR IF C= ENGVVBER DEEMS ll \ ,Q ' . '� _ PER DETAIL THIS SHEET 8 . TYPE 1 MULCH APPLIED AT THE RATE OF NO 7HE CON APPROPRIATE IT SHAD BE PHYSICALLY STABILIZED WITH STRAW v • • ' , \� ' , • • • . ' . LESS THAN 2, 000 LBS PER ACRE. TYPE 6 MULCH � � • '� (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR COC.'�ONUTFMER GB07EX 1MFABRIC� OR O?IM =YAPPROV� � � � � '��. ' • ' � ' • • : � • '� ' , • : \ , i �` HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN EROSION CONTROL BAP. �. ' , I \ STRAW IS USED IT MUST BE ANCHORED TO THE \ • . ' a� ' . • . SLOPE BY MECHANICALLY PUNCHING NO LESS THAN \ • �- .: 50% OF THE STRAW INTO THE SOIL �;. •\ X. :� 0• \ C. FERTILIZER CONSISTING OF AMMONIUM `� ' . • . • ' . • '\ . .� , . ' � \ PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR \ ` ��• . \ • . \ • • : .\ ' , APPLIED AT THE RATE OF 500 LBS PER ACRE. ,•\ .� 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO • \' ' � \ \ 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO HYDROSEEDING BY: \ \ `� ' > ' ' . ' 4 BY 4 IN (10 BY 10 CM) THE POSTS. \ �, • '� ' . ' :�, \ \ I \ A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A TRENCH UPSL OPE FROM AND TRACK OF: \ \ \ \ • . •� , • . , : \ \ I \ COMBI ALONG THE LINE OF POSTS. \ � 1. WALKING SLOPES STEEPER THAN 6: 1. \ •\ \ 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. 0 \ \ \ \ \ \ ` B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 4 IN (10 CM) 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 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE \ \ \ \ \ \ \ \ \ THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FILTER FABRIC till \ \ \ \ \ \ \ \ \ \ _WIRE_ DETAIL: SILT FENCE EROSION CONTROL PLAN -LOT 5 SCALE 1 "-20' PpFESSIp �• Q �� �� A Aq q� �` RUNOFF TWO LAYERS OF GRAVEL BAGS . _* sOy�i WITH ENDS OVERLAPPED w N0. 29577 m Exp. 03/31/07 GAP BETWEEN BAGS DETAIL: GRA VEL BAGS ACTS AS SPILLWAY CTVIL ��iti < q� OF CALZ�? a Q BY DR40N BY CHECKED BY �a REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT MFi' HAP APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMEN DRAWING N0. CHISLED SO. TOP HDWALL MARKED W/ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR V EROSION CONTROL PLAN FOR: ' STEEL FENCE POST AT SW COP INT HORIZONAL 1 - - 20' v3 BY: BY: EL CAMINO DEL NORTE 6 RHO SANTA f DATE. G _ Via Monte Verde - Lot 5 7 & 10 MAP 13947 7652 a._ FE RD 23' W RHO SANTA FE RD 6 �` A.C.E. N0. 29577 DATE: 9/ 22/ � 3 DATE: , 60 ' S EL CAMINO DEL NORTE CL VERTICAL N/A W YNE PASCO A.P.N. 0264- 241 - 19,21,24 EL 119.476 (DATUM. M.S.L.) EXP. 3 -31 -07 WORK PROJECT NO. DATE. 315103 SHEET 3 OF 7 PE 1019A1 LEGEND - S. D. R. S. 0. - SAN DIEGO REGIONAL STANDARD DRAWINGS LOT LICE GRAPHIC SCALE 1" =20' -1 �2$ - �i� /�' / / // / EXISTING CONTOURS ---- 255 - - -- 1�, "TALL GRASS k ff ED BROW / / / / ; ' - _ LOT NUMBER PAKPCEL 6 0 20 40 60 END GRASS LINED BROW DITCH ' - - _ -� _ - SEE DETA1 �FfIS SHEET SEE DETAIL THIS SHEET - - 1-1 _ EXISTING EASEMENT - - - - - - - / / / SLOES TO /BE PL WITH SHFJBS SP NOT PROPOSED CONTOURS 255 BEGIN ROCK LINED BR(IA �NC�f - _ i - - i , Tq EXCEED 10 T OR TREES SP NOT TO EX SEE DETAIL THIS SHEET - LIWITS OF -GRADl ACES ` _ r _ _ ) 20 FEET ON CENTER. AN APPROVED IRRIGATION Sri' TEM EXISTING EDGE OF PAVEMENT PER DWG 5794 -G - = / SHALL IBE INSTALLED. ,SEE" LANDSCAPE PLA�t -FCC DETAILS._ CENTERLINE 2.75:1 CUT SLOPE MAX. 2.75:1 FILL SLOPE MAX. / \ 270 - _ J _- - _ - - / - -' / / - / EXISTING SEWER MAIN PER DWG 5794 -G /CS -293 -S -S D SHED L REPRESENTS- EX,ISTDr, - -- - - in GROUND CON TYPICAL - , \ \ _ _ ! _ + _ r 2 - _ _ /' �,� - ' - - EXISTING WATER MAIN PER ONG 5794 -G - -- _ EXISTING SEWER SERVICE PER DWG 5794 -G n ' I / .0 PRESENT FIIQfSk! � � � ` ` -- - _ � - _ � � _ � � _ � _ � - � � / EXISTING WA TEA SERVICE PER DWG 5794 -G - - -- �, INSTALL NO. 2 RIP RAP ` / SOL LINES % CONTOURS TYPICAL 1 - - - ENERGY DISSIPATOR C P _ R - - -- -- - � � ` � � ' 4 ' WIDE x 5 ' LONG _ ' ' +tt PER SOR!!0 D y 3'1 260 � �_ _ _ 2 ZNING W - LIMITS OF GAADIN�G w w FL. 250.0 T W - 256:0 - _ - - - - PROPOSED AC PAVED DRIVEWAY r• r � � ` / - \ TW =252.0 \ 8W =25 .0 �5 MASONRY, - FtET A -5/ Jill �� PER SCAR � C STORM DgR1N . 'I aI / PROPOSED DRAI �� .- NAGE SCALE i 1% _ - -- - - F b.''' - / 1 4 - ��� 5. t .•. PROPOSED BROW DITCH SEE DETAIL -,AREA IN ENO ROCK LINED BROW DITCH - �� TG-249. 0 ' - �- : �, Fs * �. 5 AREA DR - - FS24$:= �• / PROPOSED BROW DITCH -SEE DETAIL (RaK UNED� SEE DETAIL THIS SHEET! / INN =247.5 TG=2d9"5 � , • . �': � -- � / -� , .. - . ,'� . PROPOSED SPOT ELEVA - - - _ STORM DRAIN ` FINISH _ 4 ' r / INSTALL N0. 3 RIP L =38 S.5 % � �_ - AT HOUSE - 4 i , RAP ENERGY DISSIPATOR \ + \ �l. •_ : �� _ FS - 250.0'(TYP.) - F 249.0 - DAYLIGHT LINE AREA TG =249.0 IN ' - - -.�'� �c�- PROPOSED BEAM /EDGE OF PAD EXISTING BROW DITCH INN =245.0 , _ � � C , � � � � � _ find �2;5Q.0 PROPOSED ��� Lot 7 � ` "�° q, � - • - PROPOSED MASONRY PET. WALL PER SORSD C -2 v INSTAU. EN HALL � � =249.8 '"L=38 ' S PAD= 249.5' -ice =249.8 PROPOSED RIP RAP - °- �1 �2VVr , / EVERGY DI SSIPATOR . �� �.,- � AREA DRA" � p PROPOSED DRAINAGE DIRECTION PER D- 40 ' - - - - _ AREA DRAIN T / 4 " PVC STORM DRAIN v IE =Z _ / 250 - G- 249:5` 4500' ��% - I PIPE L =23 S =17.0% I INN =245.0 ' ' PROPOSED D-40 AIP RAP ENERGY DISSIPATOfl INSTALL LIGHT RIP PAP x - - - =249 ' - / / A T OUTLET OF 3 " PVC 9 ? ` FL =249.3' / INDICATES GRASS OR TURF LINED VEGETA , INV ' CLEANSING AREA . TO BE PRZVA TEL Y MAINTAINED j , AND NOT MODIFIED WITHOUT OBTAINING A PERMIT 4 _.:c - - - - - - -- . , I £ FROM THE CITY OF ENCINITAS. '4 " PVC TORM DRAIN I - - - - �, - - _ / - LANDSCAPE AREA FOR BMP f PIPE L =42' S =14.3% - E 6' 3" PVC STORM DRAIN QUTLET TO EMPTY INTO RIP PAP, CHANNVE�L AVICE EX INV EL =239.0 ' 4 " PVC ST PER PL LAN X5794 -G �� NG DRAIN Y - - - - - - i = _ _ �� IS WATER SE � PIPE L =32 S =16.2% �_, _ _ -240 Q EXISTING BROW DITCH 1 INSTALL L IGHI� RIP AAP / v y 'L -- - ✓ - / TO BE REMOVED FF - 23o.�s ' �•c ' A T OUTLET OF I3 " PVC `= _ �/ - STORM DRAIN 1 \ - _ - - -- - -- -_ __ -- -- EXISTING SEWER LATERAL ° Corl , 2x 6 INV EL =239.8' I \ �/ PEA DWG #CS -293 SAID O V -- -- -. - ELEVATIOlV�249.5 ' X _ - _ �� GRASS LINED BROW DITCH 8 �OS•. i _ FADED LINE REPRESENTS SLOPE= 1.0% SEE DETAIL BELOW F ' EXISTING ROAD T M 1 S1 x _ GRADING CONTOURS .. . 1 •113 �`., ;. ^ �; PROPOSED CHANNEL (kE SECTION A) \ - - - EXISTING SECTION E - HOUSE & PAD 4 ' MIN. INSTALL #3 BACKING RIP AAP 1 FOOT = - _ _ - FIRE HYDRANT NOT TO SCALE THICK WITH FILTER FABRIC \ _ V _ _ ACTUAL L.00ATIon Os mtrTc k Fes( -LD+ED OPTIAV p - � � � sox Tot atiI S'l ' 4 " I OVER GEOTIXTILE I CJ j Leo '� �� VIA NONE VEAOE LINDuIG 1ASS QR TLF� LOWED �U o' �� ' . °� 1 EASMENT OPTION OVER LAAaQK GRADING PLAN - LOT 7 EXISTING 1/4 TON�iIP - RAP � - � :oa � , , co � � - � m� a�L I -sAC - - TLA� RED�FQgOE�ElVT PEA PLAN DRAWIW #5794 -G\ EXISTING 24" STORM DRAIN PER DWG #5794 - G SIDELINE SCALE: 1 " =20 ' ..� EXISTING TYPE A HEADWAL� fl I PER PLAN DRAWING 15794 TOP OF WALL 224.45' ! /1 `� EXISTING WATER MAIN PER DWG #5794 -G INN ELEV 24 " PIPE= 222.09 ' EXISTING SU9 DRAIN PER DWG #5794 -G �- EXISTING SEWER MAIN PEA DWG #CS -293 I I VIA mQnte Varda -_ _ _ i 4.6 r' SECT TON D - VIA MONTE VERDE BROW DITCH E 2 ' MIN. 2 ' MIN. 2 ' MIN. 220 t /� y,� " 2' C/L Dl LANDSCAPE CONDITION O MIti INSTALL LIGHT 1 O _ _ _ _ ii _ G�l�1L = �e�ASS •�, / 20' - I-- ER IN ACCORDANCE WITH SECTION 23.24.510 OF THE ENCINITAS MUNICIPAL - FILTER FABRIC �O = I iV RIP AAP 0 V CODE, PROPOSED GRADED SLOPES EXCEEDING 15 FEET IN VERTICAL \ � L = , 2 • SHOILDEw 16' DRIVEWAY 2' SFi0lL0ER HEIGHT SHALL BE PLANTED WITH TREES, SHRUBS, AND GROUNDCOVER. - = 0� 4 ! MDV 2 2 PRIOR TO APPROVAL OF 'ROUGH GRADING" BY THE ENGINEERING DEPARTMENT, A LETTER FROM A STATE LICENSED LANDSCAPE = a� FILTER FABRIC r / 2 ARCHITECT SHALL BE SUBMITTED TO THE COMMUNITY DEVELOPMENT = 0 = - ► i I 'Off � DEPARTMENT CERTIFYING THAT ALL SLOPES EXCEEDING 15 FEET IN - O d � U Q - - 2% �1 0� O - - 2.75 HEIGHT SHALL BE PLANTED WITH AN APPROPRIATE COMBINATION OF TREES, SHRUBS, AND GROUWOCOVEP THAT MEET THE "FIRE DEPARTMENT _ -__ - - 1 ' MIN. IGO. 2 BACKING AIP RAP QP pF ESSI.0 L1nm 1 / � GUIDELINES FOR PLANTING IN DEVELOPMENTS SUBJECT T FU EL_ _ - _ - � _ =' � A A 4s B�iOw DITCH ( SEE QETAIU = 2' 3' /c OVER >p' CLASS II BASE T OLERANT PLANT OR SLOPES " T O HA T A ADJACENT E T BIOLOG AL ��' Q �Fy� 2x OPEN SPACE AREAS OR AREAS CONTAINING NATIVE VEGETATION, AND BE O TYPE A--SECTION A/C DIKE SPACED AT NOT TO EXCEED 20 FEET ON CENTER FOP TREES AND 10 10 FEET c0 N0. 29577 rn ON CENTER FOR SHRUBS THAT WILL PROVIDE FULL COVERAGE AND PREVENT SECTION A - C L BETWEEN LOT 6 7 Exp . 03/31/07 SECTION B - BERM SECITON C - DRIVEWA Y EROSION. PRIOR TO ISSUANCE OF FINAL OCCUPANCY, A FINAL LETTER SHALL NOT TO SCArr NOT TO SCALE BE SUBMITTED FROM A LICENSED LOANDSCAPE ARCHITECT CERTIFYING THAT NOT TO SCALE THE SITE HAS BEEN THE ABOVE REQUIREMEN AND THAT THE IS WE 4 Q b� AND MEETS CIVIC- < (80% OF SLOPE AREA HAS GENERATED AND IS IN A HEALTHY, ACTIVELY OF CALIF in GROWING STATE) AND GROWING ON THE SLOPES. �m4;5 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT MHS ,a; Jill APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMEN DRAWING NO. t �ii � GRADING PLAN FOR: ADD S'Mg DRAIN CHISLED SO. TOP HEADWALL MARKED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR D z W/ STEEL FENCE POST AT SW COP IN HORIZONAL i" - 20' 7/9/ 0 . 3 BY: BY: - EL CAMINO DEL NOP 6 RHO SANTA DATE: 1 1�IAP 13947 7852 G a FE RD 23 W RHO SANTA FE RD 6 -� A.C.E. NO. 29577 Via Monte Verde - Lots S, 7 0 60 ' S EL CAMINO DEL NORTE CL yEATICAL N/A WAYNE PASCO GATE: Z O DATE: EL 119. 4 76 (DA T UM: M . S . L .) EXP . 3 - -0 7 A.P.N. #264- 241- 19,21,24 WORK PROJECT NO . DATE: 3 5/03 SHEET 4 0 F 7 PE 1019Ai / 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO i 4 BY 41N (10 BY 10 CM) THE POSTS. / TRENCH UPSLOPE FROM AND GRAPHIC SCALE 1 " =20' / ALONG THE LINE OF POSTS. 0 20 40 60 DOTTED HATCH rtAT3 WS--- - �/ HYDROSEED - - SLOPE PROTECTION _ / / �� 4 IN (10 CM) \ 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE -` '' /�/ / -- �/ THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. � \ \ � ' �` - _. •...• __ - ' - -- - ••' .- - ✓••/ ./ "G y - ,� / / � i III ( I I I FI L TER FABRIC 1( \ Y T _ �- ' • "" ._ --. % % • r '� , �, i I % - MIRE - r 1 _ -� _ _ �__' - , . DETAIL. SLLT FENCE HYDROSEED NOTES 2 HYDAOSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER • / ` _ !•� �'• ':�. V WH THREE A. E FEET OR MOPE IN HEIGHT IN FILL AREAS B. 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. 1 , •. � / 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF \" _ _ � / .� •��' / THE EHYDROSEEDED THE GROWTHUM LEVEL FOR THE GROWTH OF . _ - ' T • _ 1� / .� 3. HYOROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACAS OF ROSE CLOVER LEGEND \ \ F - \ t 2. 20 LBS PER ACRE OF ZOARO FESCUE J / 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFOANICA E • . •� 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA \ i - 5. 3 LBS PEA ACRE OF ALYSSUM (CARPET OF SNOW) HYDROSEED SLOPE PROTECTION 6. 1/2 LB PER ACRE OF DIMORPHOLECA (OA EQUAL) , ` T- • - -� / /, ♦ , i 7. ITEMS C, D, E AND F OF THIS SUBSECTION MAY y BE OMITTED ON LOCATIONS WHERE THE AREA BEING SAND GRAVEL BAGS (2 HIGH) o0000000 \\ l -I ,��•` f •� .. _ / HYDROSEEDED IS NOT VISIBLE FROM EITHER A e -+• -� _ - _ / • �jEj PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED � ` •'� y _ r' _ WITH A NITROGEN FIXING BACTERIA AND APPLIED DAY EITHER BY DRILLING OR BROADCASTING y -.... BEFORE DYROSEEDING. • ,�-�►_ ♦ . 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO / THE JOBSITE IN UNOPENED CONTAINERS WITH THE . � •- jj, •.. CALIFORNIA DEPARTMENT OF FOOD AND 240 ► Y AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR EROSION CONTROL :_ '� / PRINTED ON SAID CONTAINERS. .+ _ 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT x= o, �/ TO THE HYDROSEED SLURRY AT THE DISCRETION OF BRUCE WIEGAND (858) 339 -5930 THE CONTRACTOR. CROSS HATCH SENTS \ �- _ v �• B. TYPE 1 MULCH APPL AT THE RA OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE STRAW BLANKET! OR CITY APPR&ED ` �: o _ • __ _� • i �• (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL EROSION CONTROL BMP. SEE NO�E , _ ,,,y _ 1 a „� �� �` � HYDAAULICALL Y APPLIED FIBER MA TEAIAL . WHEN NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 5, ': STRAW IS USED IT MUST BE ANCHORED TO THE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF _•„ ,,_2 ' ' `�, SLOPE BY MECHANICALLY PUNCHING NO LESS THAN TEMPORARY DEVICES WHEN RAIN IS IMMINENT. DOTTED HATCH REPRESENT ` ` _ -- •�.d� 50% OF THE STRAW INTO THE SOIL. HYDROSEED SLOPE PROTECTION C. FERTILIZER CONSISTING OF AMMONIUM 15% SULFUR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED \ ` ^�� - f _ PHOSPHATE SULFATE, 16 -20 -0, WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. v - -5� APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES INSTALL \ 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO SILT E PER` HYDAOSEEDING BY: TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER DETAIL THIS S T o_ �� = \ A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR AFTER EACH RUN OFF PRODUCING RAINFALL. i �� o' / � � � , � � ' � .� �•-\ A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL \ \ a; \ m` 2. RIPPING AREAS THAT WILL NOT BREAK UP USING MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO _ ITEM 1 ABOVE. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES j B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR WHICH MAY ARISE. GRAS BAG CHECK DAM PLANTING BY: 2 BAGS'HIGH TYP. 1. ADJUSTING THE SURFACE SOIL MOISTURE TO 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE �� I PROVIDE A DAMP BUT NOT SATURATED SEED BED. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ' A 2. THE ADDITION OF SOIL AMENDMENTS, PH AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ADJUSTMENT, LEACHING OR COVERING SALINE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED i _ SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. GRADING PLAN SHALL BE INCORPORATED HEREON. Via m Verde HYDAOSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ' - �. AREAS WHERE HYDAOSEEDING IS THE PERMANENT LANDSCAPING, UNTIL FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK �t ,� N ft- 22 THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. 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 HYDROSEEDEO 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 AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. FESS A. RUNOFF TWO LAYERS OF GRAVEL BAGS QppIpN WITH ENDS OVERLAPPED �C, pq S �Z IF PAD AREA IS TO REMAINS FOR MORE THAN 3 MONTHS AP7E R THE co CONCLUSION OF SITE GRADING IT SNAIL BE PHYSICALLY STABR= WITH EROSION CONTROL PLAN LOT 7 - � No . 29577 m GAP BETWEEN BAGS E Yp. 43/31/07 STRAwBLANRB'I; COCONUTPIBER , GBOTEx'TIIBFABRI� OR OTHER ACTS AS SPILLWAY DETAIL. GRAVEL BAG "_ 20 ' CITY APPROVED EROSION CONTROL BW. SCALE.' 1 OF CA � in .1 �10 DRAWN BY CHECK6w BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT r,NS Say HA APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMEN DRAWING N0. K 4i CHISLED SO. TOP HDWALL MARKED W/ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR EROSION CONTROL PLAN FOR: Rid STEEL FENCE POST AT SW COP INT HORIZONAL i • - 20' BY: BY: EL CAMINO DEL NORTE 6 RHO SANTA // DATE . 3 76 52 - 0 FE RD 23 ' W RHO SANTA FE AD 6 IN f aAllo R.C.E. NO. 29577 4 03 Via Monte Verde - Lots S, 7 & 10 MAP 13947 60' S EL CAMINO DEL NORTE CL VERTICAL N/A AYNE PASCO DATE: o DATE. A.P.N. 0264-241-19,21,24 EL 119.476 (DATUM: M . S . L .) EXP . 3 -31 -03 WORK PROJECT NO. DA TE: 315103 SHEET 5 O F 7 PE 1019A1 LEGEND S. D. R. S. D. = SAN DIEGO REGIONAL STANDARD DRAWINGS 4' MIN. LOT LINE ` PROPOSED EASEMENT - CPASS OR JEFF LBO PROPOSED CONTOURS 255 OPTION OVER LAACLOIK 4' 6 1 1 4' 1U4� FED�FA91�MENT EXISTING CONTOURS -- - -- -255_. -_ - - - - - ALLOW 02' DEPRESSED EDGE (,AASS LRiED DITCH Q 0% SLOPE SNALE FOR 10' TYPICAL � SEE DETAIL AT LEFT LOT NUMBER PARCEL 4 GRAPHIC SCALE 1 " =20' PROPOSED DRAINAGE 01TECTION -- - - i = =1 i ; '-1= _ = i = - _ - EXISTING EASEMENT - - - - - - - - 60 I I 1 =i i _ EEL - 6WIO' N0. 3 BAQQMG x •2 03 = PROPOSED SPOT ELEVA I �� - I - N/ FILTER FABRIC DVSTALL NO. 3 BACKING - -�- EXISTING EDGE OF PAVEMENT PER DWG 5794 -G 1 FOOT THICK NM FILTER FABRIC AT DRAIN PIPE LOCA CENTERL - BROW DITCH SECT ION D - BERM 2.75 CUT SLOPE MAX NOT TO SCALE NOT TO SCAEE 2.75:1 FILL SLOPE MAX. EXISTING SEWER MAIN PER DWG 5794 -G -S -S \ \ ♦` \\ \ \ \ \ \ / , EXISTING WATER MAIN PER DWG 5794 -G v� r \ \ \ \ N IRE OF \ \ \ \ \ ♦ QAIVEWA L 6 - PROPERTY LINE \ \ \ \ \ \ \ \\ \ \ � � EXISTING SEWER SERVICE PER DWG 5794 -C n \ \ \ \ \ \ ,�' EXISTING WATER SERVICE PER DWG 5794 -G \\ \ \\ \ ♦♦ 30' RECIPROCAL ALySS�EASE7�E7VT \ - \` L o t 11 \ \\ TO BE GRANTED VED \ EXISTD� TRAPEZ6MAL CHAN*EL / EXISTING SUBDRAIN PER DWG 5794 -G O \ \ %W AAD li � OF � \ IMPROVEMENTS PGA DIRWG 5 r / T M 97 -219 � \ ., M E 24' , � � � � w LIMITS OF GRADING \ \ AC 1 - \ V v EXISTING 2 / ! / EXISTING FIRE HYDRANT PER DWG 5794 -G J�C W AC DRIVEWAY EXISTING WATER METER BOX PER DWG 5794 -G 7 i \ ' : :$ :!. „ • . w ' fr : ` ` • • r • . 9 PROPOSED BROW DITCH (SEE DETAIL THIS SHEET) E=> ` - PROPOSED CUT /FILL LINE C �i ` EXIST. BARN TO � a „ � ., r _ •. . �' .' �` ' - �. � \ / � \ \ BE REMOVED _ �; , . �.. �' \ 1 ; , - / PROPOSED DRAINAGE SCALE ... FL 216.0 ' �! \ \ 1 \ / / / / / / // PROPOSED D -40 RIP RAP ENERGY DISSIPA TOR ti F ; \ I(VSTALL N0. 2 A \ , ` \ \ \ -- _ \ 212 `\ BAC KM RIP RAP G`�� NIDE x 5' LONG • q �� \ \ \ 21q ` 1 I / ODMP T*G IALETS EXISTING SEW6 LATERAL I 1 / / // 5794 049'E G'OINT T5 EXIST ' , . ' ' 2� , y \ \ \ \ �) PER DRAWING 5794 I ` % , 1 / V IRE HYDRANT / �tP 216.4 ' \ s s ; EXIST13M \ \ ( EXISTING WAl`ER SERVICE INDICATES GRASS OR TURF LRED VEGETATION i � • . \ \ \ PER DRAWING 5794 ► I ,� � �� ' CLEANSING AREA . TO BE PRIVATELY MAINTAINED S(JLID LIRE REPRESENTS FDVIS4 13 \ \ \ \ \ I I'S�fNG WATA \ METER 1 7OU4D _CONTOURS TYPI ` \ \ \ \ 1 1 / / �' / AND NOT MODIFIED WITHOUT OBTAINING A PERMIT CAL \ \ \ FS =216.5' \ \ \ \ ` lL 206.0 , �/ / // \� FROM THE CITY OF ENCINITAS. INSTALL N17. 2 ` \ .. / \v ` \ ♦ BACKING RIP RAP I / WIDE x 10' L OA G DVG 30" PVC FL =205.0 PAR DIR01A G 5794 _ 11 _� TDVG 8 PVC WA F L -2 15.9 '` \ \ FL CHAMIEL =205.0' I EELS �} EAShENT vU VERDE EASMENT ! i 1 1 " . • f 1 \ ! \, \ ,, ; I ( ; • "PIER OIR�4 WING CS 293 / SIDELINE � sIDEL n�E , V °o 1 t. .. %.. - . \ 1 v \ I \ � \ 1 I r ' I / EXISTING S(EDRADV / L 32' 1 a y . '.. • ` `: \ \ N FL CH (203.0' i l / lj / I 4' 24' 4' I 1� / FL =•, 2..5.E ,. ,� \\ 1 1 N o �� FL IN =2d4.0 + / 1 f I ., / / R 1 7Ft . L o t\ 10 -.. N s g w t + / I D 37 03 '49j / lac 2% AT RIP aP - - .F5 216.0' ; ` 1 \ i �� ag +" Amt.: . F 1 I I � 1 � L ovT =t5. 1 Tt7 I / m - -- -- -- 1 REI►lbVED \, v�u- 1 1 n N •, AT RiP I AP ASP SAY I I ' i !!•�` DvrsH 1 EXISTM $ ro�N >< SECTION A VIA MONTE VERDE MST. \ \ HOUS FS 216.5 TYP. PROPOSED SE ORRA IN CLfAhM I I 1 ,Rn \ : • , �' I 1 RESIDENCE FL -215. 1 1 PER D 0 5794 NOT TO SCALE O LIMIT OF GRA bjAIG 10 / ► G�IAAIL =2+03.0' c/L o/r+ ' \ � � � \ � � ' • � • �: ' ' ' • ` ' � iPA�= 216.0' j i r � , � j J FL OUT= 3. I �� S. \ \ •� \ \ \ \ I•: 1 �"'' 216.91 C Y: l A HIP ,BAR sPILL �' i 30' f,P�216a \\ \ \• - / / j ' �' FL &AAIAEL -2�.O J 3' SHOULDER 24' DRIVEWAY 901 -DER INSTALL `v \ \ / r / o / \ \ ALL SS LD�ED BROW \ \ ♦ \ \ \ ✓ FL =206.0 / 3 \ DITCH DER AIL THIS SHEET \ \ \ \�` \ / rf 0 I v \ \ \ \ � '�. ' ` \ \ %.7 j / 1 ' TALL 2 / / 2.75 � ` , _ ` 0A1 CDVG M. RAP � �„ ,� v / / =214.9' 4 ' WIDE x .10 ' L ' / lac 2ac 2x co P 0 \ \ I i I i t 2.75 �� E)USTM GRADED SLIOPE I in / / I / F ( i -- - = 215.8 ' 2' PEA OIAWING 5794 ���` I �" i i j I 3 - A/c OVER e CLASS II BASE _ - µ ---'- . f I I C 4 '� i I EXIST�1'V% S SEE " 2/ EXISTING 8 WATER "� DETAIL S SKEET TYPE A- SECTIM A/C DIKE v I; j MAIN PER OIRAWDVG C$ 293 DVSTALL �10. 2 \\ \ Q \ \ BApCING PIP RAP 1 \ ;EXIST PER DV�awINC 5794 I ( ! I / / SECTTON B - DRI VEWA Y TYP. \ ; � I I . h\=214.75' \\ 1 \\ \ �\ ! / NOT TO SCALE � N16 25 47 E 44E00 ---------- .C------ , -- - - - - -- - -- -- 1 MIN. 2' 2' \ \ \ \ ♦ \ EXISTING BROW DITC q \ \ I 1 0 t \ ♦ \ \ \ \ \ �cn I ? 1 ' a \ \ ♦ \ \ \ T Ad 97 -21� � \ � � I � I � �.•: � QA OFESSI O ,� \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ ,, \ I 2 ' F O l \ \ '? 3 O ► , , W No. 29577 m SECTION BERM � Exp. 03/31/07 GRADEVG PLAN - LOT 10 - NOT TO MV SCALE 1"-20' Cjyj�. OF CA�ZF N �o BY REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT Mss N CAP APPROVALS CITY OF ENC I N I TAS ENGINEERING DEPARTMEN DRAWING NO. 25 CHISLED SO. TOP HEADWALL MARKED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING PLAN FOP: W/ STEEL FENCE POST AT SW COP IN HORIZONAL SEE PLAN DATE: �6 a 3 BY: BY: 7652-0 lR EL CAMINO DEL NORTE 6 RHO SANTA a . � �� Via Monte Verde LOT 101��AP 13947 -in FE RD 23 W RHO SANTA FE RD 6 R.C.E. NO. 29577 DATE: ` azz a 3 DATE: 60' S EL CAMI NO DEL NORTE CL VERTICAL NIA W YNE PASCO A .P.N. #E264- 241 - 19,21,24 EL 119. 4 76 (DA T UM: M. S. L. EXP . 3 - 31 - 07 WORK PROJECT NO. DATE. 315103 SHEET 6 O F 7 PE 1019A1 EROSION CONTROL 1 8 UCESWIEGANDE�858 )0339I5QUIREO. CONTACT 930 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL \ \ \ \ \ \ \ \ \ \ \ NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT \ �" l CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF \ f LOT 11 \\ \\ \\ �\ �� ��\ \\ ` \ I \ I \ TEMPORARY DEVICES WHEN PAIN IS IMMINENT. \ I APN 264 - 241 "2 \ \ `� \\ \ \\ \ , 1 1 \ /l / 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED \ X X -X \ WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 1 f ' \• \ • DETAIL \THIS SHEET l 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES �- �- i ` •\ •� �„ \ ( TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ,0 - S( ' A 0 MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO -L• - - - - �_ _ - ___ _ - �L__ - r '� '' ti >, �' - ( UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 0 WHICH MAY ARISE. \ 0. j i, ,, :a • , A ., , �: U' 0 \ `� 6. THE CONTRACTOR SHALL BE RESPONSIBLE AN I _ : • ' . ' �.. r d' •�• 0 \ � + `I 1 / / � D SHALL TAKE f ti ;--. ,• fl' 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. \\ %Qb� •,� , \ \ / �� / B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. - �'' '�• , ! X �, 4 ( / / 1 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 �� r .. •�• 1 �` \ , f / %' •G ` j'/ // �� AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. \ 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE \` \ Q : ; • ... ` , \ , I / '� / y ,� 1 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR S it TO NOVEMBER 15 THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 1 I \ O p •r. 1 , \ \• INSTALL SILT FENCE I' I / / / / OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE \ • aa / .•; :.:' .: f 1 \ 1 \ 1 ;1� 1 SEE DETAIL THIS SHEET + (, / OF CALIFORNIA DEPARTMENT OF CONSERVATION. HYDROSEED NOTES V •/ 1 \ \ \, ! ;��, I I f i 1/,�j / 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER i I t 3 WHEN THEY AREA: L O t,, 10 A. iTHREE FEET OR MORE IN HEIGHT IN FILL AREAS � 4 � I j � � � I / I / B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MA TERIAL AS - '1•- \ _ _ _ \ i 1 1 N +" 1 ;; I j I I I I APPROVED BY THE CITY ENGINEER. �` \ \ �•' , I ', ;; +\ X / f i I., 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF �i THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF \ \ i • 1 ;! ; / I i I i THE HYDROSEEDED GROWTH. DOTTED HATCH SENTS \ \` �� i \ gn HYbAOSEED SLOPE PROTECTION f 1 i t ' I / I '"�'`' 3. HYDAOSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: '' • � f f A. SEED MIX SHALL CONSIST OF NO LESS THAN, \ I \\ 4 I • �• 1 1 1 j • , +' ( I I i 1. 20 LBS PER ACRE OF ROSE CLOVER \ \ s `. I /� N ' 2. 20 LBS PER ACRE OF ZORRO FESCUE \ \ \ •�' \ i `� , i r I •. 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA \ `� �� \�O�O \\ 1 1 \ • / , + >`!'- I / / Z 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA S. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 1 610 3 1 / 7. ITEMS C. D, E AND F OF THIS SUBSECTION MAY l' / BE OMITTED ON LOCATIONS WHERE THE AREA BEING \ \ \ \ 1 • Gj/ \ HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED \ \ \ \ \ a DOTTED HATCH WITH A NITROGEN FIXING BACTERIA AND APPLIED \ i \ \ \ •, 2 • . 1 • `� \ HYDROSEED SLOPE PROTECTION / DRY EITHER BY DRILLING OR BROADCASTING \ I \ \ \ \ �� �� i• 'L�2• \ ; -���_ I / I i BEFORE SEED R 9. AL MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND f \\ \ \ •�, o f / ( I r,� / AGRICULTURE CERTIFICATION TAG ATTACHED T0, OR I \ ♦ \ \ \ \ ` j \ 1 f ` _ I I / PRINTED ON SAID CONTAINERS. CROS�, HATCH f�EPAESENTS , \ 1 i - / / 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED Q \ TO THE HYDROSEED SLURRY AT THE DISCRETION OF STRAW BLANKET \DA CITY AWED THE CONTRACTOR. \ \ \ \ \ EROSION CONTR04 BMP. SEEINOTE \ 1 \ \ \I / B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH \ \ \ (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOP -- •------------ T---- - - - - -� --- - - - - - -- _- _ `1_ ,,,__ -�_,- ..,.� � I / / HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN \ \ ` SLOPE BY MECHANICALLY PUNCHING LESS � \ � \\ �� � \ => => => => 50% OF THE STRAW INTO THE SOIL. TO � I I 1 t3 I 1 C. FERTILIZER CONSISTING OF AMMONIL#I \ \ \ \ \ \ \ \ \ \ 1 PHOSPHA SULFA 16 - 20 - 0, WHI TH 15% SULFUR \ \ LOT � \ \ \ \ \ \ \ �� \ I \ 1 ( APPLIED AT THE RATE OF 500 LBS PER ACRE. \ I \ \ \ \ \ \ \ \ \ \ o I \ \\ 1 I 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO \ I \ \ APN. \ \ \ p �; � / \ I HYDROEEDING BY: \ \ \ \ �q \ A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING • ITEM 1 ABOVE. EROSION CONTROL PLAN - LOT lO B CPLANTINGIBY: THE SOILS SO THAT IT IS SUITABLE FOR SCALE: 1 " =30' 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE P PAD ARBALSTIOREMANEXPOMFM MORE 77 N 3 AMM AFM IM SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. GONCLUSIONOF GRADIlVG SAIR L BEPHYSICAUYSTABILE VAM HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS STRAWBI.ANKET, COCONUT FIBER BLANKET, CFXYIEX7 12 FABRIC, OR OTHER GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OA, FOR =A ORVEDEROSIONCONMOLBMP. AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. ' 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE 4 BY 4 IN (10 BY 10 CM) THE POSTS. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. TRENCH UPSLOPE FROM AND INTO THE TRENCH. ALONG THE LINE OF POSTS. III Z LEGEND � �-- I I I FILTER FABRIC ( 7 - WIRE _ Q p,OFESs.1 HYDAOSEED SLOPE PROTECTION ................... ' < .................... (OR EQUAL) •'••""•••"•"'••' RUNOFF TWO LAYERS OF GRAVEL BAGS �-�- GRAPHIC SCALE I"= 3Q , O cz •••••••••••••••••••• WITH ENDS OVERLAPPED SAND /GRAVEL BAGS (2 HIGH) o0000000 4 IN (10 CM) - -- A -- w N0. 29577 m G BETWEEN BAGS DETAIL: GRAVEL BAGS DETAIL: SILT FENCE 0 2G 40 60 Exp. 03/31/07 ACTS AS SPILLWAY � ca REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT MHi �;i WA APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMEN DRAWING NO. Ki CHISLED SO. TOP HDWALL MARKED W/ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDE APPR EROSION CONTROL PLAN FOR: STEEL FENCE POST AT SW COP INT • = 30' DA TE. d3 BY. BY: - 7852"G EL CAMINO DEL NORTE 6 RHO SANTA HORMONAL i _. a� FE RD 23' W RHO SANTA FE RD 6 AJ � � A.C.E. NO. 29577 Q s Via Monte Verde 1 S,7 & 1 0 MAP 13947 60' S EL CAMINO DEL NORTE CL VERTICAL N/A AYNE PASCO DATE: /Li /e't DATE. A.P.N. #E264- 241 - 1921.24 EL 119. 476 (DATUM: M. S. L. EXP. 3 -31 -07 WORK PROJECT NO. DATE. 313105 SHEET 7 OF 7 PE 1019A1