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2006-388 G (Plans) GENERAL NOTES A. SEWER - CARDIFF SANITATION DISTRICT 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE NPDES STATEMENT (760) 633 -2770 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL A. GENERAL B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC ONTO AREAS WHEN IMPOUNDED WATERS CREATE A PURPOSES. EROSION SHALL BE PREVENTED BY PUNTING WDID # 9 37C347526 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 1- 800 - 422 -4133 HAZARDOUS CONDITION. FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS C. WATER - SAN DIEGUITO WATER DISTRICT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE THE SOIL. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF 1- 800 - 422 -4133 APPROVED GRADING PLAN SHALL BE INCORPORATED 6. PUNT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE CONTROL BOARD SWRCB ( ) THE CITY OF ENCINITAS AND THE SAN DIEGO AREA D. TELEPHONE - PACIFIC BELL TELEPHONE HEREON. (SWRCB) ORDER N0. 99 -OS DWQ N.P . GENERAL PERMIT N0. WITH CONSTRUCTION , WASTE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 1- 800 - 422 -4133 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY E. CABLE TV - COX CABLE DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ACTIVITY. RI ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN ( AND ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. (760) 806 -9809 OF EACH WORK DAY. O WNER'S CERTIFICATE A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (N01) SHALL 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SHALL BE FILLED WITH THE CITY OF ENCINITAS OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE NOR OF 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PLANS. WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT I APPROVALS AND ITPERMTSEFOR R SHALL BE PH 760 - 633 -2770. PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS REMOVED AFTER EACH RAINFALL. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A FOR INSPECTION. PHONE 760 - 633 -2770. ALL WORK 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE BY THIS GRADING PERMIT NO. 388 -G AND BY THE SWRCB ORDER NO. 99 -08DWQ AND ANY SUBSEQUENT SITE GRADING. SUBJECT TO REJECTION AND REMOVAL. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE IMPROVEMENTS. ORDER NO. 99- 08DWQ. ACCORD REQUIRED TO PROTECT ADJACENT PROPERTIES DURING D. GRADING WITH PUNCHED STRAW INSTALLED IN 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND GRADING OPERATIONS. ANYTHING DAMAGED OR SEDIMENT CONTROL HANDBOOK OF THE STATE OF I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE DESTROYED SHALL BE REPLACED OR REPAIRED TO CALIFORNIA DEPARTMENT OF CONSERVATION. BEEN OR WILL BE TRETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT � d CONDITION EXISTING PRIOR TO GRADING. AND COMPACTION OF FILLS AND BACKFILLS AND G. HYDROSEED AND ADV THEECOTCTION AND STABILITY OF THE SITE. BY:___ _ ------ _---------- _______ 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT d WILLIAM AV AUG H III DATE MONUMENT OR BENCH MARK WHICH IS DISTURBED OR REPORTS AS REQUIRED AND WILL DETERMINE THE ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER BY:_ SE ( "' _____ _______ ______ ____ �� 1 , - -] - -- DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF WHEN THEY ARE: WILLIAM C AN A UGH III DATE REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND BY:-- / AND TESTS WERE MADE B Y HIM OR UNDER HIS SUPERVISION B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS __, MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND QEE ING - - -- ------- - - - - -- v , AND THAT IN HIS OPINION, ALL EMBANKMENTS AND SLOPE IS NOT SUBJECT TO EROSION DUE TO THE PETER - R DATE SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH EROSION RESISTANT CHARACTER OF THE MATERIAL AS BY: - - - -- ------ - - - - - - -1 - _ - - O STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, THE APPROVED GRADING PLANS AND THAT ALL APPROVED BY THE CITY ENGINEER. PETER DEERING DATE W1u -/.ate► J• ('iwAn*ybs,/ LAWS AND REGULATIONS. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE ! f/ 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF THEIR INTENDED USE. SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE ADDRESS: PRINTED NAME OF ABOVE PERSON OWNER OF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL 2• THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED HYDROSEEDED GROWTH. ADDRESS: 1011 CAMINO DEL RIO S., SUITE 320 SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT SAN DIEGO, CALIFORNIA 92108- 3534 7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY ROSE NOT BE CONDUCTED BETWEEN THE HOURS OF T PM AND PONDING OF WATER. HE SHALL CONTROL SURFACE WATER 1. SEED MIX SHALL CONSIST A. 20 LBS. PER ACRE OF F CLOVER LESS THAN PHONE: (619) 543 -9891 ! i ' RECOGNIZED HOLIDAYS. AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO B. 20 LBS PER ACRE OF ZORRO FESCUE PRINTED NAME OF ABOVE PERSON OWNER 0 LAND FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL SOILS ENGR�EER S CERTIFICATE 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- MEASURES TO PREVENT EROSION OF FRESHLY GRADED C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA n r C N�\OEER WORK TO BE DONE GRADING MEETING HAS BEEN HELD ONSITE WITH THE AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA I 01►'1 � Cp h 0 1 A REGISTERED CIVIL ENGINEER IN THE STATE F rq FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) OF CALIFOR , PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED V °� ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND F. 1/2 LB PER ACRE OF DIMORPHOLECA 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE ° o �I WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO PERMITTEE. THE PRE -GRADE MEETING SHALL BE AND FILL SHALL BE PLACED IN ACCORDANCE WITH G. ITEMS C, D, E, AND F OF THIS SUBSECTION SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR > 10 SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE MAY B E OMITTED ON LOCATIONS WHERE THE AREA ' z � g THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO BY CALLING (760)633 -2770. STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND UNDER MY DIRECTION BETWEEN THE DATES Ru . Zoob AND S</�• 2.Op6 f. o �° REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, o $ ~ y, S 1r 9. UPON FINAL COMPLETION OF THE WORK UNDER THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS A PUBLIC STREET OR RESIDENTIAL STRUCTURES. WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF �/93tl t` (LATEST EDITION). GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING A N LEGEND AND /OR FINAL RELEASE OF SECURITY, TI NG: EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND AS GRADED REMOVED TO SUITABLE FIRM NATURAL GROUND. THE CERTIFICATION SHALL BE PROVIDED STATING: WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE "THE GRADING UNDER PERMIT NO. 388 -G HAS BEEN THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL EITHER BY DRILLING OR BROADCASTING BEFORE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE PERFORMED IN SUBSTANTIAL CONFORMANCE WITH BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, HYDROSEEDING. GRADING PLANS AND SP ero � SYMBOL QUANTITY THE APPROVED GRADING PLAN OR AS SHOWN ON THE WATER AND COMPACT THE FILL IN STRICT ACCORDANCE I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE It nFESS /p ATTACHED AS- GRADED PLAN WITH SPECIFICATIONS. JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA SIGNED: Y� PROPERTY LINE THIS STATEMENT SHALL BE FOLLOWED O THE DATE AND 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION ~ SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH 1t 1937 03 3( U 8 EXISTING CONTOURS GRADING OPERATION. FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND TAG ATTACHED T0, OR PRINTED ON SAID CONTAINERS. RCE No EXP DATE: 2! �� 10. SLOPE RATIOS: UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS E+o. D. "03 .1 / AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO SIGNED: �� is FINISH CONTOURS 60 CUT 2:1 FOR ALL SLOPES (MAX) TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND THE HYDROSEED SLURRY AT THE DISCRETION OF THE s �F . P 5 4.75 FILL 2:1 FOR ALL SLOPES (MAY) LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, CONTRACTOR. CEG No.: I�- EXP DATE: 0 9 PROPOSED SPOT ELEVATION SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE ROOTS AND OTHER WASTE MATTER EXPOSED OR 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) STATEMENT OF ENGINEER OF WORK CUT SLOPE (2:1 MAX) REVIEW OF A REPORT FROM A SOILS ENGINEER. TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY EXCAVATION: 1,300 +/- CY* FILL: 1,050 +/- CY* OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED N�WEER61� SHRINKAGE: 130 +/- CY IN ACCORDANCE WITH THE GRADING ORDINANCE. BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED �O� a Boo WASTE: 102 CY* A SEPARATE PERMIT FILL SLOPE (2:1 MAX) - + - MIT MUST BE OBTAINED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR s d F $ ��, / 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE NO LESS THAN 50% OF THE STRAW INTO THE SOIL. � SURFACE DRAINAGE -. ------ IMPORT: 0 +/- CY* FOR WASTE OR IMPORT AREAS. MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK E.G. 1153 SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL PERFORMED HEREIN SHALL BE IN ACORDANCE WITH THE RULES AND * Epp � ,, !� �A� P C ITC 7 TYPE B ...- RESOURCES ARE DISCOVERED ON THE SITE OF THIS DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO 16 -20 -0, WITH 15f SULPHUR APPLIED AT THE RATE OF REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER �r 7` . " - r-� 360 LF N LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT ` 4" PVC SEW HOUSE L TERAL � ` ° " C1 GRADING DURING GRADING OPERATIONS, SUCH 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY 9 T AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. OPERATIONS WILL CEASE IMMEDIATELY, AND THE OF ENCINITAS IN IT'S CAPACITY AS A PUBLIC ENTINTY FOR THE _g APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED RATE OF 500 IBS. PER ACRE. I PERMITTEE WILL NOTIFY THE DIRECTOR OF PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY 2E p 1 PVC WATI R LAT pAL Pn FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO /�� Ny w ENGINEERING OF THE DISCOVERY. GRADING THE DISPOSAL OF ANY SUCH MATERIAL. THE CIY OF ENCINITAS FO THE TECHINICAL SUFFICIENCY OR .�`r < < vCl� � Rq �F s HYDROSEEDING BY: CF 2, --------------- , _.r_..,_. .�- �•- .,_ . _ ..._ OPERATIONS WILL NOT RECOMMENCE UNTIL THE ADEQUCY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT , PROPOSED SEWER LATERAL PER DWG 388 -I -OS 2 EA 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO v y (\ PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR THE DIRECTOR OF ENGINEERING TO DO SO. ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT !' w THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL COMBINATION OF DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES K ,_ TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND 0 * THE ENGINEER FOR THE PROPOSED HAUL ROUTE. A. TRACK WALKING SLOPES STEEPER THAN 6:1 � y - <� 91 � * RIP -RAP ENERGY EARTHWORK QUANTITIES ARE ESTIMATED FOR FROM TE CITY ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND B. RIPPING AREAS THAT WILL NOT BREAK UP USING OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PERMIT PURPOSES ONLY. (CALCULATED ON A �\P DISSIPATOR & BIOSWALE (SEE PLAN FOR SIZE) THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH ITEM "A" ABOVE. ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS REGARDS TO THE HAULING OPERATION. DUE TO SHRINKAGE OR SWELL FACTORS 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR ) E. LANDSCAPING EXISTING GAS LINE PLANTING BY: OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUC � � � �; � - - 11. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL AGENCY AND EMPLOYMENT AND ARIS OUT 0 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN A. ADJUSTING THE SURFACE SOIL MOISTURE TO INVESTIGATION TWO PROPOSED SINGLE FAMILY RESIDENCES, PE FO BY THE ENGINEER. I0. 1435 LAKE DR. (TWO PARCELS ENCINITAS, CALIFORNIA" BY ACCORDANCE WITH PLANS APPROVED BY THE CITY PROVIDE A DAMP BUT NOT SATURATED SEED BED. �, � 8 ) J 2 0 EXISTING POWER POLE W /STREET LIGHT ENGINEER. PLANS SHALL CONFORM TO THE CITY OF B. THE ADDITION OF SOIL BE DONE IN ACCORDANCE AMENDMENTS, PH 1 ENGwEERING,, ` �� HETHERINGTON ENGINEERING, INC., DATED SEPTEMBER 28, ENCINITAS GRADING ORDINANCE AND ALL ADOPTED EAR 34318 DRTE SUBDIVISION BOUNDARY 2006. SHALL BE PLAN. ALL GRADING SHALL PART OF THIS LANDSCAPE AND IRRIGATION STANDARDS. TO VIABLE LEACH CONDTIONS COVE OR GROWTH. SOILS 2 ESC"PQQQ L ALIFORNIA 9202-4 l � aF CAL \E�t LOT LINE DRO 2. FINISHED GRADING AND PLANTING SHALL BE 4 PHONE: (760)743 -4217 CE 61158 EASEMENT THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN . HYDROSEEDED AREAS SHAH BE MAINTAINED TO PROVIDE A - - - - - - - ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR •- SAID REPORT. IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY " BETWEEN OCTOBER 1 AND APRIL 15. LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE SAN D WA TRIG PROPOSED 6'X6 PCC BERM B. ENVIRONMENTAL PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED 1. STEEPEST EXISTING SLOPE = 15% F. EROSION CONTROL 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE 2. MAXIMUM VERTICAL DEPTHS: (A) CUT =4.2 FT, (B) FILL =33 FT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BILL AND ALL SECURITY RELEASED. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE NOTE: THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. 3. AVERAGE DEPTHS: (A) CUT = (1,300 X 27) / 23,161 = 1.5 FT CAVANAUGH, (619) 507 -2727. H. EROSION CONTROL OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS PART OF HIS BID. (B) FILL = (1,050 X 27) / 16,604 = 1.7 FT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. LIMITS OF THIS PROJECT. BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SLOPED SURFACES ESPECIALLY SWILL BE PROTECTED AGAINST 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE C. NOTIFICATIONS r 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE o PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE ° 0 OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE CONSTRUCTION OF TEMPORARY DEVICES WHEN NoText NoText GENERAL NOTES A. SEWER - CARDIFF SANITATION DISTRICT 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE (760) 633-2770 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL NPDES STATEMENT A. GENERAL B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC ONTO AREAS WHEN IMPOUNDED WATERS CREATE A PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING WDID # 9 37C347526 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 1-800-422-4133 HAZARDOUS CONDITION. FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS C. WATER - SAN DIEGUITO WATER DISTRICT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE THE SOIL. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WAT CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF 1-800-422-4133 APPROVED GRADING PLAN SHALL BE INCORPORATED 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE ER RESOURCES THE CITY OF ENCINITAS AND THE SAN DIEGO AREA D. TELEPHONE - PACIFIC BELL TELEPHONE HEREON. EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. CONTROL BOARD (SWRCB) ORDER NO. 99-08 DWQ (N.P.D.E.S. GENERAL PERMIT NO, CA5000002), WASTE REGIONAL STANDARD DRAWINGS. ANY CHANGES OR 1-800-422-4133 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY E. CABLE 1V - COX CABLE DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. (760) 806-9809 OF EACH WORK DAY. OWNER'S CERTIFICATE A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE-OF-INTENT (NOI) SHALL IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SHALL BE FILL ED WITH THE CITY OF ENCINITAS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PLANS. WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED N01 FROM T NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. PHONE 760-633-2770. ( } HE SWRCB SHOWING THE PERMIT SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS REMOVED AFTER EACH RAINFALL. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER} SHALL HAVE A FOR INSPECTION. PHONE 760-633-2770. ALL WORK 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES 90% ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE BY THIS GRADING PERMIT NO. 388-G AND BY THE SWRCB ORDER NO. 99-08DWQ AND ANY SUBSEQUENT SITE GRADING. SUBJECT TO REJECTION AND REMOVAL. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IMPROVEMENTS. C.7 OF SWRCB REQUIRED TO PROTECT ADJACENT PROPERTIES DURING D. GRADING STABILIZED WITH PUNCHED STRAW INSTALLED IN ORDER N0. 99-08DWQ. GRADING OPERATIONS. ANYTHING DAMAGED OR 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS DESTROYED SHALL BE REPLACED OR REPAIRED TO QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SEDIMENT CONTROL HANDBOOK OF THE STATE OF SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT CALIFORNIA DEPARTMENT OF CONSERVATION. BEEN OR WILL BE TRETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY CONDITION EXISTING PRIOR TO GRADING. AND COMPACTION OF FILLS AND BACKFILLS AND G. HYDROSEED AND ADVISE THE CO ACTION AND STABILITY OF THE SITE. BY:------- ___ 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT "1�,� �� WILLIAM CAV UGH III DATE MONUMENT OR BENCH MARK WHICH IS DISTURBED OR REPORTS AS REQUIRED AND WILL DETERMINE THE ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF WHEN THEY ARE: WILLIAM C](AN UGH III DATE `mil REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. BY:_ Cam, fi. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION B 5 FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS -- MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND AND THAT IN HIS OPINION, ALL EMBANKMENTS AND SLOPE IS NOT SUBJECT TO EROSION DUE TO THE �- '' PETER ER G DATE SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH EROSION RESISTANT CHARACTER OF THE MATERIAL AS BY:----- - ------ -- -�----_ STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, THE APPROVED GRADING PLANS AND THAT ALL APPROVED BY THE CITY ENGINEER. PETER DEERING �� DATE LAWS AND REGULATIONS. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE �i[ 1w4m d. C4V4,n*06-q 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF THEIR INTENDED USE. SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE ADDRESS: PRI NTED NAME OF ABOVE PERSON OWNER (3F (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED HYDROSEEDED GROWTH. ADDRESS: 1011 CAMINO DEL RIO S., SUITE 320 NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 1. SEED MIX SHALL CONSIST OF NO LESS THAN SAN DIEGO, CALIFORNIA 92108-3534 PONDING OF WATER. HE SHALL CONTROL SURFACE WATER PHONE: (619) 543-9891 �� W4 AV 7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY A. 20 LBS. PER ACRE OF ROSE CLOVER RECOGNIZED HOLIDAYS. AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO B. 20 LBS PER ACRE OF ZORRO FESCUE PRINTED NAME OF ABOVE PERSON OWNER O LAND ACRE OF E SCHOOL CIA CALIFORNIA FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL C. 3 LBS. PER SOILS ENGINEERS CERTIFICATE 111,111111111111�11111111111 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- MEASURES TO PREVENT EROSION OF FRESHLY GRADED Co �61 �e�NEER WORK TO BE DONE GRADING MEETING HAS BEEN HELD ONSITE WITH THE AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA I, � 41 h+�� A REGISTERED CIVIL ENGINEER IN THE STATE 4 All PEOPLE PRESENT: CITY INSPECTOR, CIVIL E. 3 LBS. PER ACRE OF ALYSSUM CARPET OF SNOW �D y EROSION CONTROL MEASURES HAVE BEEN INSTALLED. (CARPET OF CALIFOR IA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED 2e �� r• S ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND F. 1/2 LB PER ACRE OF DIMORPHOLECA PERMITTEE. THE PRE-GRADE MEETING SHALL BE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE yC G. ITEMS C D E AND F OF THIS SUBSECTION C6 , M Q WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE AND FILL SHALL BE PLACED IN ACCORDANCE WITH = _ = SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR " THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO MAY B E OMITTED ON LOCATIONS WHERE THE AREA o E2 STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND UNDER MY DIRECTION BETWEEN THE DATES 4u Zov b AND S t� 2-006 ° o BY CALLING (7fi0}633=2770. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER �' a �o Z ,��, REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, � Sim (LATEST EDITION}. 9. UPON FINAL COMPLETION OF THE WORK UNDER THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS A PUBLIC STREET OR RESIDENTIAL STRUCTURES. WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF #� GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE ��� H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING AND/OR FINAL RELEASE OF SECURITY, AN AS GRADED REMOVED TO SUITABLE FIRM NATURAL GROUND. THE WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE LEGEND CERTIFICATION SHALL BE PROVIDED STATING: EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND BEFORE "THE GRADING UNDER PERMIT NO. 388-G HAS BEEN THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL EITHER BY DRILLING OR BROADCASTING SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE PERFORMED IN SUBSTANTIAL CONFORMANCE WITH BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, HYDROSEEDING. GRADING PLANS AND SP ITEM THE APPROVED GRADING PLAN OR AS SHOWN ON THE WATER AND COMPACT THE FILL IN STRICT ACCORDANCE I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE Q�pffSS�pN RS D SYMBOL QUANTITY ATTACHED AS-GRADED PLAN'. WITH SPECIFICATIONS. JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA SIGNED: ��c� Y C q�F PROPERTY LINE THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND 4, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION 3 03131106 SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH RICE No.: �« � EXP DATE: � � EXISTING CONTOURS GRADING OPERATION. FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. w Nam UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO �.DsWO1� (00 b0 -- 10. SLOPE RATIOS: AND EMBANKMENTS SHALL BE SHAPED PLANTED AND SIGNED: FINISH CONTOURS CUT 2:1 FOR ALL SLOPES(MAY} TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND THE HYDROSEED SLURRY AT THE DISCRETION OF THE 54.75 FILL 2:1 FOR ALL SLOPES(MAX) LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, CONTRACTOR. CEG No.: EXP DATE: A PROPOSED SPOT ELEVATION SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE ROOTS AND OTHER WASTE MATTER EXPOSED OR 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW} STATEMENT OF ENGINEER OF WORK CUT SLOPE 2 1 MAX)REVIEW OF A REPORT FROM A SOILS ENGINEER. ( TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MAY BE SUBSTITUTED, ALL OR PART FOR HYDRAULICALLY EXCAVATION: 1,300 +/- CY* FILL: 1,050 +/- CY* OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED ���NEER- ,. (2:1 MAX) p� A,a !' FILL SLOPE SHRINKAGE: 130 +/- CY IN ACCORDANCE WITH THE GRADING ORDINANCE. BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED WASTE: 102 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED 5. ALL TREES BRUSH GRASS, LESS THAN 50% OF THE STRAW INTO THE SOIL. STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR SS, AND OTHER OBJECTIONABLE SO L SURFACE DRAINAGE -� -� L0 IMPORT: 0 +/- CY* FOR WASTE OR IMPORT AREAS. PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK E.G.1153 SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, PERFORMED HEREIN SHALL BE IN ACORDANCE WITH I THE RULES AND �y�� ► 360 LF L0 DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER * ��r�=� PCC BROW DITCH PER D-75, TYPE B RESOURCES ARE DISCOVERED ON THE SITE OF THIS LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT j' L0 GRADING DURING GRADING OPERATIONS, SUCH AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY �q��rT OPERATIONS WILL CEASE IMMEDIATELY, AND THE APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED RATE OF 500 LBS. PER ACRE. OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTINTY FOR THE �.- EXISTING SEINER MAIN PER USC-19fi3L18 - - - I PERMITTEE WILL NOTIFY THE DIRECTOR OF FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY 14) ENGINEERING OF THE DISCOVERY. GRADING 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO THE CIY OF ENCINITAS FO THE TECHINICAL SUFFICIENCY OR EXISTING WATER MAIN PER SHEET 6 BSI CONS. 9245.01 THE DISPOSAL OF ANY SUCH MATERIAL. HYDROSEEDING BY: Lf) OPERATIONS WILL NOT RECOMMENCE UNTIL THE 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ADEQUCY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT L0 PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR PROPOSED SEWER LATERAL PER DWG 388-1 -�S 2 EA THE DIRECTOR OF ENGINEERING TO DO S0. ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT COMBINATION OF DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL � TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND 1 *EARTHWORK QUANTITIES ARE ESTIMATED FOR FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. A. TRACK WALKING SLOPES STEEPER THAN 6:1 RIP -RAP ENERGY ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE PERMIT PURPOSES ONLY. (CALCULATED ON A THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND B. RIPPING AREAS THAT WILL NOT BREAK UP USING DISSIPATOR & BIOSWALE (SEE PLAN FOR SIZE) (� REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH i= OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS pfESSI THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY REGARDS TO THE HAULING OPERATION. ITEM A ABOVE. ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS �<c��E S S. DUE TO SHRINKAGE OR SWELL FACTORS} 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH '� �L � � E. LANDSCAPING �., �. G�`'Z EXISTING GAS LINE PLANTING BY: 11 . THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN A. ADJUSTING THE SURFACE SOIL MOISTURE TO AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK INVESTIGATION TWO PROPOSED SINGLE FAMILY RESIDENCES PERFORMED BY THE ENGINEER. I+ia. 6i158 = ACCORDANCE WITH PLANS APPROVED BY THE CITY a PROVIDE A DAMP BUT NOT SATURATED SEED BED. _ EXISTING POWER POLE W STREET LIGHT 1435 LAKE DR. (TWO PARCELS} ENCINITAS, CALIFORNIA" BY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF 6 W/ STREET ENGINEERING, INC., DATED SEPTEMBER 28, B. THE ADDITION OF SOIL AMENDMENTS, PH SAN DIEGUITO ENGINEERING, INC. s EXP. fi-3 'l ENCINITAS GRADING ORDINANCE AND ALL ADOPTED ADJUSTMENT, LEACHING OR COVERING SALINE SOILS 4407 MANCHESTER AVE, STE. 105 �A ` �N SUBDIVISION BOUNDARY 2006. SHALL BE CONSIDERED AS A PART OF THIS GRADING LANDSCAPE AND IRRIGATION STANDARDS. F IV I p� PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH TO PROVIDE VIABLE CONDITIONS FOR GROWTH. ENCINITAS, CALIFORNIA 92024 Z 7 or CAL.O LOT LINE THE RECOMMENDATIONS AND SPECIFtCATtC3NS CONTRtrNED IN 2- FINISHED GRADING AND PLANTING SHALL BE 4, HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A PHONE 07603753-5525 A.S. AGU CE A1158 ASE EASEMENT ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR Z SAID REPORT. IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY PROPOSED 6"X BETWEEN OCTOBER 1 AND APRIL 15. LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE SAN DIEGUITO WATER DISTRICT NOTES 6 P CC BERM B. ENVIRONMENTAL PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED 1 . REVIEW OF THIS PLAN BY SAN Dl 1. STEEPEST EXISTING SLOPE = 15� F. EROSION CONTROL AND ALL SECURITY RELEASED. EGUITO WATER DISTRICT DOES NOT CONSTITUTE wt 2. MAXIMUM VERTICAL DEPTHS: (A) CUT =4.2 FT (B) FILL -3.7 FT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BILL REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE NOTE: THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. 0 3. AVERAGE DEPTHS: (A) CUT = (1,300 X 27) / 23,161 = 1.5 FT CAVANAUGH, (619) 507-2727. H. EROSION CONTROL OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR r STRUCTURE WITHIN THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS PART OF HIS BID. Z (B) FILL = (1,050 X 27) / 16,604 = 1.7 FT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. LIMITS OF THIS PROJECT. C. NOTIFICATIONS BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR Of W PIPES AND STRUCTURES SHOWN N ON THESE PLANS WERE 1. THE EXISTENCE AND LOCATION UNDERGROUND UTILITY ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE o W CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS AND BONDED FIBER MATRIX. SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS ° Z OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE EMINENT. 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. Q BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR WET WEATHER. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE z SANTA FE DR, o MODIFIED WITHOUT APPROVAL OF THE ENGINEERING ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.} WHICH 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF © �, Z THE CONTRACTOR IS REQUIRED TO TAKE DUE INSPECTOR. IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER < � LEI PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL CHANNELS AGAINST EROSION USING PERMANENT AND NoText NoText