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2001-6990 G (Plans) GENERAL NOTES C. NOTIFICATIONS F. EROSION CONTROL B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR WORK TO BE DONE MI 1. THE EXISTENCE D LOCATION OF D UTILITY 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROGER PLANTING BY. A. GENERAL PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE MCFARLAND, (714) 724 -4372 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE 1. ADJUSTING THE SURFACE SOIL MOISTURE TO t. All WORK SHALL !!E GONE M� ACCE WITH THESE FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION). THE SAN DIEGO STANDARD PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL PROVIDE A DAMP BUT NOT SATURATED SEED BED. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF UTILITIES THE ADDITION OF SOIL AMENDMENTS PH UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE CITY OF ENCINITAS AND THE SAN DIEGO AREA SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ADJUSTMENT, LEACHING OR COVERING SALINE SOILS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). REGIONAL STANDARD DRAWINGS. ANY CHANGES OR ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID TO PROVIDE VIABLE CONDITIONS FOR GROWTH. REVISIONS THEREFROM SHALL BE APPROVED BY THE CiTY THE CONTRACTOR IS REQUIRED TO TAKE DUE CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING EMINENT. 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A LEGEND UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. iT VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY Z. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE I RS SYMBOL ANTiTY OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES MODIFIED WITHOUT APPROVAL OF THE ENGINEERING PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND INSPECTOR. AND ALL SECURITY RELEASED. PROPERTY LINE SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE LOCATION OF UTILITIES AND NOTIFICATION OF REQUIRED IN CONJUNCTION WiTH IMPROVEMENT PLANS. COMMENCEMENT OF WORK: 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE OWNERS CERTIFICATE EXISTING CONTOURS WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST FINISH CONTOURS CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL -- ap - A. SEWER - CARDIFF SANITATION DISTRICT SITE GRADING. 54 .7$ (760) 633 -2770 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY B. GAS & ELECTRIC - SAN DIEGO GAS do ELECTRIC CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ADVIS ON THE COMPA ON AND STABILITY OF THE SITE. PROPOSED SPOT ELEVATION 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS 1 -800- 422 -4133 ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR REQUIRED TO PROTECT ADJACENT PROPERTIES DURING C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CUT SLOPE (2:1) y y GRADING OPERATIONS. ANYTHING DAMAGED OR (760) 753 -6466 DESTROYED SHALL BE REPLACED OR REPAIRED TO D. TELEPHONE - PACIFIC BELL TELEPHONE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE o �S1 `� FILL SLOPE (2:1) CONDITION EXISTING PRIOR TO GRADING. 1 -800 -422 -4133 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS SI NA UR DATE I T 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY E. CABLE TV - DANIELS CABLEVISION ONTO AREAS WHEN IMPOUNDED WATERS CREATE A EARTH SWALE ---� � MONUMENT OR BENCH MARK WHICH IS DISTURBED OR (760) 438 -7741 HAZARDOUS CONDITION. NA E: CORNUCOPIA, INC. BY: ALVIN MAYO, VICE PRESIDENT rNzxfvxfvxz DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A 2. CONTRACTOR SHALL NOTIFY THE CiTY ENGINEER'S OFFICE GRASS LINED SWALE F��l DES[ MANA� PLIL REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE ADDRESS: 1007 EMERALD BAY PRACTICE NOrT -M 6E NCOI�rtED W1rt3 L +�y PERMIT _ 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. APPROVED GRADING PLAN SHALL BE INCORPORATED LAGUNA BEACH, CA 92651 EXISTING STORM DRAIN PER DWG 6147 -G - 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND PHONE 760- 633 -2770. HEREON. PHONE: (949) 494 -7293 MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST AC DOWNDRAIN D -22 1 EA SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, FOR INSPECTION. PHONE 760- 633 -2770. ALL WORK DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE OF EACH WORK DAY. TYPE E AC DIKE G -5 820 LF LAWS AND REGULATIONS. SUBJECT TO REJECTION AND REMOVAL. SOILS ENGINEERS CERTIFICATE RT I F I CAT E 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN NORTH COUNTY COMPACTION ENGINEERING, INC. HAS REVIEWED THE CONCRETE BROW DITCH, TYPE B D - b C � 460 LF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL D. GRADING PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE SOIL REPORTS REFERENCED UNDER GENERAL NOTE NO. 11 OF TYPE F CATCH BASIN D -7 1 EA NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY THESE PLANS. SUBSEQUENT TO OUR REVIEW, WE CONCUR WiTH PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE THE FINDINGS AND RECOMMENDATIONS OF THE REPORTS AS 7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE DOCUMENTED REMOVED AFTER EACH RAINFALL IN OUR 'UPDATE LETTER" DATED F ZOO oe- Z3, / TYPE A HEADWALL D -30 1 EA SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT FURTHERMORE WE HAVE REVIEWED THESE GRADING PLANS 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- AND COMPACTION OF FILLS AND BACKFILLS AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO AND CERTIFY THAT THE RECOMMENDATIONS PRESENTED IN THE 30" RCP STORM DRAIN (PRIVATE) 288 LF COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90X GRADING MEETING HAS BEEN HELD ONSITE WITH THE REPORTS AS REQUIRED AND WALL DETERMINE THE COVERAGE) PRIOR TO OCTOBER 1 REPORTS HAVE BEEN INCORPORATED INTO THE GRADING RIP RAP D -40 ® 81 CY F � s s FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF ' THE SLOPES SHALL BE AND SPECIFICATIONS. ��" �o4 ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS STABILIZED WiTH A BONOEp FIBER UMT /f�1'DROSEEO eta R. �� PERMrTTEE. THE PRE -GRADE MEETING SHALL BE AND TESTS WERE MADE BY HiM OR UNDER HIS SUPERVISION MYNRE. 19 Q F EXISTING SEWER MAIN PER CS -318 .J SCHEDULED WiTH THE CiTY AT LEAST 48 HOURS IN ADVANCE AND THAT IN HiS OPINION, ALL EMBANKMENTS AND SIGNED: ZZ GE )13 m -- EXISTiNG WATER MAIN PER OMWD SD -001- 346 -07 W -- BY CALLING (760)633 -2770• EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WiTH or Exp. 9/30/05 � EXISTING SEWER LATERAL PER DWG 6147 -G - S THE APPROVED GRADING PLANS AND THAT ALL RCE No. 19393 . OAS �C • 9. UPON FINAL COMPLETION OF THE WORK UNDER THE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR GRADININ G PERMIT BUT PRIOR TO FINAL GRADING APPROVAL THEIR INTENDED USE. G. HYDROSEED l9r CHN AND FINAL RELEASE SECURITY, AN AS GRADED 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT F� CA` ,�OQ' EXISTING WATER LATERAL PER OMWD SD- 001 - 346 -07 U CERTIFICATION SHALL BE PROVIDED STATING: 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER "THE GRADING UNDER PERMIT NO. 6990 -G HAS BEEN SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT THEY ARE' AC PAVING 6,560 SF PERFORMED IN SUBSTANTIAL CONFORMANCE WITH PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. • • THE APPROVED GRADING PLAN OR AS SHOWN ON THE B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS HYDROSEED 46,500 SF • • • • ATTACHED AS PLAN . FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND MEASURES TO PREVENT EROSION OF FRESHLY GRADED SLOPE IS NOT SUBJECT TO EROSION DUE TO THE DECLARATION O F RESPONSIBLE CHARGE I0 SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION RESISTANT CHARACTER OF THE MATERIAL AS SAND BAGS 3,800 EA N GRADING OPERATION. APPROVED BY THE CiTY ENGINEER. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. EROSION CONTROL MEASURES HAVE BEEN INSTALLED. Ln THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE NOTE: THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. 10. SLOPE RATIOS: 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED 2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS PART OF HIS BID. CUT 2:1 FOR ALL SLOPES AND FILL SHALL BE PLACED IN ACCORDANCE WITH SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. FILL 2:1 FOR ALL SLOPES STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND HYDROSEEDED GROWTH. M SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 3 HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS L0 . APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES REVIEW OF A REPORT FROM A SOILS ENGINEER. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR REMOVED TO SUITABLE FIRM NATURAL GROUND. THE 1. SEED MIX SHALL CONSIST OF NO LESS THAN: PROJECT DESIGN. EXCAVATION: 3600 +/- CY* FiLL: 7100 +/- CY* EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND A. 20 IDS. PER ACRE OF ROSE CLOVER LEGAL DESCRIPTION Q U A N T I T I E S SHRINKAGE: 360 +/- CY THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL B. 20 LOS PER ACRE OF ZORRO FESCUE SAN D ENGINEERING, INC. to WASTE: 0 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED BE THE CONTRACTOR'S RESPONSiBUITY TO PLACE, SPREAD, C. 3 LBS. . PER ACRE OF E SCHOOL CIA CALIFORNIA ENCINITAS, M A NCH ESTER AN ESTER AVENUE, SUITE 105 264- 091 -73 EXCAVATION = 3,1100 CY to 3860 +/- CY* FOR WASTE OR IMPORT AREAS. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOUA ENCINITAS, CALIFORNIA 92024 S N R. CROSBY RCE 41975 CITY ITY OF ENCINITAS, COUNTY OF SAN DIEGO, = 7 100 CY SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL WiTH SPECIFICATIONS. E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) PHONE: (760)753- 5525OFESS /q STATE OF CALIFORNIA SHRINKAGE _ X 360 CY RESOURCES ARE DISCOVERED ON THE SiTE OF THIS F. 1/2 LB PER ACRE OF DIMORPHOLECA '�`` �� R C EO COMPLIANCE REC. AUG. 7, 2001 IMPORT = 3,860 CY GRADING DURING GRADING OPERATIONS CERTIFICATE OF COMP SUCH 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO OPERATIONS WILL CEASE IMMEDIATELY AND THE FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND G. ITEMS C, D, E, AND F OF THIS SUBSECTION W y m AS DOC. N0. F COMP 556044 PERMITTEE WiLL NOTIFY THE DIRECTOR OF UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS MAY B E OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER CH N0. 41975 ENGINEERING OF THE DISCOVERY. GRADING AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND R� J , EXP. 3 -31-03 � OPERATIONS WILL NOT RECOMMENCE UNTIL THE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND A PUBLIC STREET OR RESIDENTIAL STRUCTURES. �J� p A C! I` PERMiTTEE HAS RECEIVED WRITTEN AUTHORITY FROM LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED �O� ROP r f io THE DIRECTOR OF ENGINEERING TO DO SO. ROOTS AND OTHER WASTE MATTER EXPOSED OR WiTH A NITROGEN FIXING BACTERIA AND APPLIED DRY �f CALL EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE EITHER BY DRILLING OR BROADCASTING BEFORE *EARTHWORK QUANTITIES ARE ESTIMATED FOR TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED HYDROSEEDING. BUMAN V PERMIT PURPOSES ONLY. (CALCULATED ON A OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ROAD THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY ACCORDANCE WiTH THE GRADING ORDINANCE. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE WIL.DFL WER VALLEY 20' Z DUE TO SHRINKAGE OR SWELL FACTORS) JOBSiTE IN UNOPENED CONTAINERS WITH THE CALIFORNIA � M p DRIVE (PRIVAT 18' - 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION NCHO 11. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ,� �y o i t is 16' 1 ' i s .. INVESTIGATION RANCHO DE MAYO SUBDIVISION TRACT 88 -351 DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO (WER F WiLDFL RPL ENCINITAS, CALIFORNIA BY SOUTHERN CALIFORNIA SOIL dt LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT S� �' DRIVE (PRIVATE) CURB LINE TO Z TESTING, INC. AND UPDATE REPORT TITLED "UPDATE REPORT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO �� ?. CURB LINE CITY OF ENCINITAS TRACT NO. 98- iS DRIVE APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED THE HYDROSEED SLURRY AT THE DISCRETION OF THE 7 1� 2% 2X ?. nder round Service Alert W ENCINITAS, CALIFORNIA" PREPARED BY SOUTHERN CALIFORNIA FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO CONTRACTOR. J, _j1�.! 1 A Z• o SOiL AND TESTING, INC., AND UPDATE LETTER TiTLED "PROPOSED THE DISPOSAL OF ANY SUCH MATERIAL SITE , Cali: TOLL FREE W SINGLE FAMILY DWELLING REMAINDER PARCEL MAP NO. 98 - lid 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS Ct�` ` ENCI /V _ WILDFLOWER ESTATES OLIVENHAIN, CALIFORNIA APN #264 -091 M' 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) EL C,gM �� OF �N J 1 -800 DATED 02 - Z 3 -0 , PREPARED BY NORTH COUNTY COMPACTION ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY O DEL NOR G� OI EGO 37 C PAVING 422 -4133 0 ENGINEERING, INC. SHALL BE CONSIDERED AS A PART OF THIS GRADING THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST TE �, Z PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. BE ANCHORED TO THE SLOPE 13Y MECHANICALLY PUNCHING ((o CLASS IL BASE Ld RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAiD REPORTS. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND NO LESS THAN 50% OF THE STRAW INTO THE SOIL TYPE E ASPHALT DIKE Two WORKING DAYS BEFORE YOU DOC REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH _ PER SDRSD N0. G -5 �� �� REGARDS TO THE HAULING OPERATION. AS BUILT 0 B. 1. ENVIRONMENTAL EPEST�EXiST EXISTING SLOPE = 50X 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE VICINITY MAP TYP DRIVEWAY SECT ~ 2. MAXIMUM VERTICAL DEPTHS: (A ) CUT - 7.0 FT, (B) FILL = 15.0 FT E. LANDSCAPING 16 -20 -0, WiTH 15% SULPHUR APPLIED AT THE RATE OF -- 3. AVERAGE DEPTHS: (A) CUT = (3600 X 27) / 36700 = 2.6 FT 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE NOT -TO -SCALE NOT TO SCALE 8Y (B) FILL = (7100 X 27) / 76600 = 2.5 FT. ACCORDANCE WITH PLANS APPROVED BY THE CITY RATE OF 500 LBS. PER ACRE. DATE � ENGINEER. PLANS SHALL CONFORM TO THE CITY OF � Etp; W WI ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO SAN DIEGUTO ENGINEERING, SIC HYDRO BY: OLIVENHAIN MUNICIPAL WATER DISTRICT 2. FINISHED GRADING AND PLANTING SHALL BE A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY O R- ENCINITAS FIRE DEPARTMENT COMMUNITY SERVICES DEPT. Z 4407 MANCHESTER SUITE 105 ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR ENCINITAS, CA 92024 IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED COMBINATION OF : (A PHONE: (760) 753 -5525 BETWEEN OCTOBER 1 AND APRIL 15. 1. TRACK WALKING SLOPES STEEPER THAN 6:1 APPROVED BY: 2. RIPPING AREAS THAT WILL NO BREAK UP USING Ci M ENGINEERING * PLANNING ITEM A ABOVE. I z D z - T LAND 3U!RVEYIING DATE: I 3 d 3 BY DATE 81f' DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT R M APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIPTION: COUNTY BENCH MARK NO S PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING PLANS FOR: OC 0073 CS. SO I OP OF HE - HIN TOP N/A DATE / /` BY. '`�`' BY . LOCATION SW COR. EL FE R DEL HoRizONTAL • -3 APN 2 6 9 9 0- G 4 1 NORTE do RANCHO SANTA FE RD. 57�1�>t/ �C C'�ot R.C.E. NO. : 41 97S' DATE l ?� � DATE: ! � D - RECORD FROM: Co.S.D. VERTICAL CNTRL ELEV: 119.476 DATUM: USC do GS VERTICAL N A 6Y ENGINEER EXP. 3.3/ TPM 98 -140 SHEET 1 OF 2 4460 \REMAINDER PARCEL \GP_SH01.dwg 12/10/02 FU NO. 4433 NOTE GENERAL NOTES CONSTRUCTION WITHIN THE CITY OF ESCONDIDO OUTFALL - SEWER EASEMENT SHALL BE PERFORMED WITH LIGHT EOUIPMENT .S`rEFP SL.oPE PR FSERVAnoN o �fivsr EASfr�ENlr (D ANGLE FIRST STAKE TOWARD PER APPROVAL OF THE CITY OF ESCONDIDO ENGINEERING SEE CITY OF ESCONDIDO �ECoRAED FEB /0. 204? RS LnC. No. Zo03- Ol ¢ 8 34-Z LOT 1 � PREVIOUSLY lwlD BALE ��'' -''- %�'_ DEPARTMENT. CONTACT THE CITY OF ESCONDIDO ENGINEERING ENCROACHMENT PERMIT �1 p -- ,J`� L: _ DEPARTMENT PRIOR TO ANY CONSTRUCTION. NO. M13001 DATED: 10/25/01 �TVi A f HOMI NAMDARI, P.E. 760 839 -4651 ext•3862. r `�- ( ) FOR WORK WITHIN CITY OF N - - -- - _ - n�'' - •' _ _ 85 22'56 258. -- - -- _.� -; _ �[ ESCONDIDO SEWER EASEMENT '�,, - " g$' - _ ,f : ,. z - = s, TYPE B BROWDITCH PER RSD >,- �- ,_. _, ,. ON r - v Y - CI- - FLOW =f•- ;t F . F� � r -- -_ -_. ----- ' .r- BOUND BALES 10 STORM DRAIN DATA TABLE tPRIVATD olrcH HP TYPE B �O"ffq>+ Y _ - PLACED ON THE D -75 O 2X MIN SLOPE � r -- � __.. TYPE 2 RIP RAP ENERGY - DISSIPATOR PER _ __ 9- AIN SLOPS - -- - - _ "� - CONTOUR NUMBER RADIUS LENGTH DELTA BEARINGS REMARKS FL.- 227.00 -- _ '. -- - �= - RSD D -40.6 WIDE X 10 LONG OF 1/2 TON -- ,� ,s 1 58.00' S52 "E 30" RCP 1300 -D ROCK T =3.4' OVER V THICK FILTER BLANKET _, ✓� �� :SST ;` f '�r - 2 RE- BARS,STEEL PICKETS,OR OF i' TO 1-1/2 P.B. WITH SAND LOWER LAYER. - - - - 2'X 2" STAKES 1 112' TO D 2 IN GROUND i - REMOVE EXISTING HEADWALL INSTALL SILT FENCE PER ,_ _ -� ' ` ' ' ` � � ETAIL 36 r( +. t r / ' x TYPE FCATCH BASIN PER AND RIPRAP PER 6147 -G DETAIL ON THIS SHEET_ ` =' :. _ % 'CROSS -CUTTER CROSSING ANCHORING DETAIL RSD D -7, OPENINGS INSTALL GRAVEL BAGS OR STRAW BALE DIKE 4 _ _ �,. -� = f. DRAINAGE AREA LESS THAN 1 ACRE NORTH AND SOUTH SIDES OR SILT FENCE PER DETAILS AND "GRAVEL , -, Y, `�P ADM 217.0 ,, STRAW BALE DIKE DETAIL - AREA =O. - h 1P ENERGY DISSIPATOR PER TOP 190.70 UP 189.58 BAG NOTES" ON THIS SHEET 3� ACC _- NOT -TO -SCALE ; � �� l % RSb SEE PROFILE BELOW i `:1.� WIDE X 10 LONG OF LIGHT INSTALL CHECK DAM PER P A R C E:, x _ _._ _r = , }# iX w_ DETAIL ON THIS SHEET , ROC�E �Z,O EVER 1 THICK FILTER BLANKET GRASS LINED SCALE HYDROSEED SLOPE SEE "GRAVEL BAG SEE DETAIL - -"` ,, •� `�_ h 1 /2' P.B. ' �• 17 '� ELEV 2 .0 NOTES" NOTE 4 ON THIS SHEET AND r s _' 4 C�LI_ -- `` ,�', ; , ! . » 100 GAP IN "1�ER'A� L, - : - RAP ENERGY DISSIPATOR PER RSD D -40 HYDROSEED NOTES ON SHEET 1. LOW POINT: bRNEWAY t%M1 i - F - #, -, , . - - , , F 11- T _ - � G 0.6 OVER low INTO $BASS- LIVED .SW- �' _.:: , � J %'� -- :' - / �: 0 '�"�kNCK Fl 'BLANKET OF D.GCK = - r`I , EXIST. PRIVATE STORM DRAIN _ _ _ J i SYSTEM PER 6147 -G a �. . , - - -. "� F_ 21 �' f ?Q' ASEMENT TO CITY OF A }1 �� - DIDC CORDED JANUA 9 M 4 EL _ 2 � 7.ff ,� _ � j� / - <3N � 4 VERTICAL FACE ,! r �,,, i s __ =0.40 AC - ' 1975. NO. 75- 005919 O.R. EMBEDDING DETAIL � _ r .• / _ - _- - fir, � - '- _ - -- - 'r ,i �: E UNE OF SEWER PIPE r > P - NOTE: ADJACENT PRO JS ---- SAME OWNERSHIP f�1F P1 =RIG1 .. - - - - PER RSO D= X 14' LONG 0 GRADE IS NOT REQUIRED. = Y , - ,- - 7-- - N0.3 aACKINO T =D,.6 = -'�� • . 1 ' 1 Z. Y - .�6• EASEMENT TH � \ FILTH I�NKEf OF �3:G. 5 T P1�1# / _ � E� L � f S 31- ET . I 1-0. 18553. RM'ORDM JAN.31,1962 AS F/P 18553, �MES, . ' -BOOK 1962 O.R. ;. iNSTAU ;t�NED "Y 0 F G G RASS . TAt ON THIS SHEET : '`� � -� _ -S PJL / O i' TYPE 2 RIP' RAP EN�R�Y,_bISSIPAT4lR PER ?R'SD - �� _ � �---- _ f _ �' °�--_ -� � //� ;� � , � � :`� � _ 1 7.5 WIDE 10 LONG 1 TON 00( 1__4S OVER -3 - .K _ 11 " BLANKET OF TYPE ;13 BED MATERIAL OVER Lo R a SAND f - D I.E. 1$4.00 - -� � • -- ' / / / f . _ mss- i" ;� ..a, _ ...• i 1-82' c �' f�_ - _ _ - _ 2� ::� _ - GRAVEL BRCS OVERLAP -.: , ' `, _ - -- � � `• •. , \: . ONTO SLOPE - STORM DRAIN 1-- - PROP ©SED PRN1k O� , ' 06 - � 3 -PER-PA PA CEL --MAP 1 X554 \_ EXIST ArMWAMIE STORM DRAM SYSTEM PER 6147 -G _ � . , �� - = _ ; __ R01EEEI�_ �L OPE SEE STREET IMPROVEMENTS ^ '} , , �- - \ NOTE$" N H1SHEET - A►NQ; PER 6147 - ,� -- _ _. » , / EXISTING PRIVATE DRAINAGE EASEMENT -� � r ` �0 ;,___ _ EED -NOTES ON - SHEET - i `, �t _I , j / 3 FT (0.9 M) MIN. ` CV RECORDED AUGUST 9, 2000 1 � .l0' mw f ,� - - :, ' ; F / '.o PER DOC. NO. 2000 - 0420444 O.R. 4 ROCK -LAW 0ar0N GrRb1.SS or TURF LA4ED e - A:� PROVE ` W RUNOFF / I OWR IEOTEXIILF iiwc OPTION OWR LAM? LOK =. ` - I NSTA L L :G J AW BAIT TURF fliR - f f _ R ' 61 ­G. / `, SILT FENCE PER DETAILS AND "GRAVEL " \ - Bi�G "fr@Tt; �l TNIS 'SHEET ?' ,% j ; _ r - � �i, �/, GAP BETWEEN GAGS THREE LAYERS OF GRAVEL BAGS _. � ' /` / " -` � PARCEL 3 -- - _ / - � �' � � ACTS AS SPILLWAY WRN ENDS OVERLAPPED R( - . 4 s- •, '� , 11\ ' - ' - - ER ' ./ i s , }} - - MIT: -P MAP 1� t8S5� r v� TPM 99 -14 o G ' o EXISTING , � a ���. � � • . „ ___ -' � -` \ a� GRADE GRAVEL BAG CHECK DAM DETAIL u? _ ? $ It - _ ���- - , - /� ( NOT r _'�� TYPICAL GRASS LINED SWALL DETAIL fn z x x aw \ < ° FINISHED GRADE NOT TO SCALE ` L � - 7d 0 - f , GRAVEL BAG NOTES 0 58.00 30 RCP O 3.01 X t/ i =43.67 CFS \ �_ _ , - / goo =15.23 FPS 2. STAPLE WIRE FENCING T� `, ; ` - ♦' r �� ;, f `� f 1.) GRAVEL BAGS SHALL BE PLACED ALONG ALL STREET - pia 190 1. SET POSTS AND EXCAVATE A THE POSTS. AND DRIVEWAYS BASED UPON THE FOLLOWING I -- -- -- ` -L 190 4 BY 4 IN (10 BY 10 CM) - 4'' � i ' I '�, / FORMULA: - P MAN - � � � V T RE NCH UPSLO E FRO D - �I j GRAVELBAGS SPACING FE 1.5' ALONG THE LINE OF POSTS. "� . >} % (= Z -- - - -- - - - - { s ! STREET SLOPE _ E XAMPLE: 12.00% STREET 1.5' 12.5' SPACING 0.12 V 180 _ 180 4L2 / / / ;� j / ; 2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE ANY ADDITIONAL GRAVEL BAGS AS NECESSARY TO PREVENT O 3.02% TO REMAIN + _ $ ,� - _ ��- ` SITE EROSION. Ld W < Q < I 4 IN (10 Cpl) 3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A -14 62 o REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, Z -- a ._� _ _ 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE ADJUSTING /REPLACING GRAVEL BAGS AND ONGOING (' 170 - -- - - - - 1 70 THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL MATERIAL CLEANUP. Z m -- - INTO THE TRENCH. -_ -� 4.) STABILIZATION OF SLOPES IS REQUIRED UPON W - MINIMUM II I I I I PLANTING, CONSTRU CTION. (I.E., HYDROSEED 2 BAGS HIGH PUNCHED STRAW, ETC.) 0 3 BAGS HIGH - MAXIMUM FILTER FABRIC " 5.) CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE STORM DRAIN PROFILE SCALE: HORIZ. 1"=40' I I SCALE 1 = 40 AT HIS OR HER DISCRETION GRAVEL BAGS STRAW VERT. 1 "- 8' I % WIRE BALE DIKE OR SILT FENCE PER DETAILS ON THIS SHEET. V 0' 40' 80' 160' LILj QROf ESSJ�, SAN DIEGWO INC nder round Service Alert TEMPORARY GRAVEL BAG `�'�� -� R.O,Qo�y�� Z 4407 MANCHESTER, SUITE 105 Call: TOLL FREE CHECK DAM SILT FENCE W y -� Q ENCINITAS CA 92024 NO SCALE NO SCALE oc NO. 41975 PHONE: (760) 753 -5525 1-800 J .. � ►,� 422 -4133 � � v� � ��• CIVL ENGNEERINQ • PLANNINGI F 0C %% N(� C LAND SURVEY = Two WORKING DAYS BEFORE YOU DIG REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE "AS BUILT" SRC I A A I BLM APPROVALS CITY OF E N C I N ITAS PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION. COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING AND EROSION CONTROL PLANS FOR: OC 0073- CHIS. 90 IN TOP OF HEADWALL 1 » =40, BY: DATE: 1 /G /d•3 BY: 4 BY: - EL CAMINO LDCATION: SW NORTE & R44= . SWrA RD. HOR�O�� DATE s Al CMG l� R.C.E. NO. : #127.5 DATE: 317/ o 3 DATE: /! 0 3 A P N 264- 0 73 6990-G RECORD FROM: Co.&D. VERTICAL CNTRL RCE: EXP: ELEV: 119.476 DATUM: USC O GS VERTICAL up. ENGINEER pip 3 -31- , 03 SHEET 2 OF 2 U:\lDATA\ENGINEERING\4433\REMAINDER PARCEL \GP_SH02.dwg, Date: 12/10/02 FU NO. 4433