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2003-1402 G (Plans) GENERAL NOTES FOR GRADING PLAN GRADING GENERAL 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR WASTE MANAGEMENT "STATEMENT OF ENGINEER OF WORK" 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE SHALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE THAT INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER SUPERVISION AND ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS THAT IN HIS/HER OPINION,ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION' ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, HOMES 2061 CAMBRIDGE AVENUE ENCINITAS, CA. PREPARED BY NORTH COUNTY COMPACTION TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED 2. THE PRELIMINARY SOILS INVESTIGATION DATED JUNE 9, 2003 FOR THE PROPOSED TWIN EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER TO INDEMNIFY AND HOLD HARMLESS TH ENGINEERING INC.,PROJECT NO. CE-6916 SHALL BE CONSIDERED AS A PART OF THIS GRADING FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL E CITY OF PLAN.ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES ENCINITAS AND ITS OFFICERS,AGENTS, AND EMPLOYEE'S FROM PROPERTY DAMAGE OR BODILY SPECIFICATIONS CONTAINED IN SAID REPORT. POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. HIS/HER AGENTS OR E OYEES AC HIN THE COURSE AND SCOPE OF SUCH AGENCY AND 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EMPLOYMENTAID ISIN TH ORK PERFORMED BY THE ENGINEER. OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED INSTALLED. PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD,AND BY: f° APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH DATE: j �j IMPROVEMENT PLANS. CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS c�2uGE.6%iY/f�C e�/�NE L 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS ACCORDANCE WITH STANDARD SPECIFICATIONS.ALL VEGETABLE MATTER AND RCE No: 28062 1 . 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS , : MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT(800) ALTA VISTA ENGINEERING �,� UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AD ALLUVIAL SOILS SHALL BE REMOVED 969 VALE TERRACE, SUITE A 5 If . CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS ADJACENT PROPERTIES DURING GRADING OPERATIONS.ANYTHING DAMAGED OR DESTROYED OF 6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S CALL EDCO AT(760)436-4151 VISTA, CA 92084 760-758-3955, FAX: 760-758-3359 SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS SOILS ENGINEER'S CERTIFICATE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS WITH SPECIFICATIONS. AND RECYCLING RECEPTACLES AROUND THE SITE. fj F_ G</A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES -T-3-03 AND6-9-a3. ONE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE WORK AND LEFT IN A NEAT AND ORDERLY CONDITION.ALL STONES, ROOTS AND OTHER WASTE INLETS ON PERVIOUS SURFACES. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FORT ROJECT HAVE BEEN 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK INCORPORATED IN THE G,�RADIING PLANS AND SPECIFIC AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM C ESSIO� HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M.AND 7:30 5. ALL TREES, BRUSH, GRASS,AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, SIGNED: /� �� Ei. A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE CONSTRUCTION SITE. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE GRADING MEETING HAS BEEN AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM HYDROSEED R.C.E. NO.: ( w 019393 m UNSIGHTLY DEBRIS.APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL c m HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. TO VERTICAL) OR STEEPER WHEN THEY ARE: EXP. DATE: " * Exp. 9/30/05 SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)633-2770. EROSION CONTROL a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS NORTH COUNTY COMPACTION ENGINEERING, INC. CP�9T C fV9v IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN MILLETT AT b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO P.O. BOX 302002 FoF CALeF®� 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED HOME (PHONE NO.). (760)598-4819 24 HRS A DAY EROSION DUE TO THE EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE ESCONDIDO, CA 92030 CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE MATERIAL AS APPROVED BY THE CITY ENGINEER. APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 760-480-1116 SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE CONCRETE WASHOUT 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL PROJECT#CE-6916 OWNE WITH REGARDS TO THE HAULING OPERATION. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE FOR THE GROWTH OF THE HYDROSEEDED GROWTH. RS CERTIFICATE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: TO SUPERV OVER AL lIsrIVITY AND ADVISE ON T E qOMPACTION AND STABILITY OF THE SITE. GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY,AN AS-GRADED CERTIFICATION THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 1402-G HAS BEEN CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS a. 20 LBS. PER ACRE OF ROSE CLOVER SIGNATUR Terry McCaleb DAT SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE CONSTRUCTION SITE ACCESS b. 20 LBS. PER ACRE OF ZORRO FESCUEL DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR c. 3 LBS. PER ACRE OF ENCHOLZIA CALIFORNICA VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA SIGNATURE Carol McCaleb DATE: NOTIFICATIONS THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) WORK TO BE DONE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES CORRUGATED STEEL PANELS/PLATES. f. 1/2 LBS. PER ACRE OF DIMORPHOLECA ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE CONSTRUCTION VEHICLES THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS PLANS, HOWEVER: A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE RESIDENTIAL STRUCTURES. THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. DESIGNATED FOR CONSTRUCTION VEHICLES PARKING,VEHICLE h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING 1. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE.ALL MAJOR BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE WORK TO BE DONE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT REPAIRS SHALL BE MADE OFFSITE. HYDROSEEDING. DESCRIPTION STD. DWG. SYMBOL QUANTITY IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF EROSION CONTROL L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED EXCAVATION FOUNDATION 400 C.Y. CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. FRONTAGE 90 C.Y. AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS THE DISCRETION OF THE CONTRACTOR. OVEREXCAVATION 80 C.Y. a. SEWERS-CARD1Ff SAN\Tp�TtoN_ (760) fo33-2390 EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, b. GAS AND ELECTRIC-SAN DIEGO GAS AND ELECTRIC 1(800)422-4133 AND BONDED FIBER MATRIX. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 c. WATER-SAN PACIFIC WATER DISTRICT (760)633-2709 MULCH (STRAW)MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED 1 1/2"ASPHALT OVERLAY 3000 S.F. d. TELEPHONE- PACIFIC BELL 1(800)489 3441 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY e. CABLE TV-DIMENSION CABLEVISION (760)943-9000 WET WEATHER. MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15 % 6" FLAT OR ATRIUM GRATE ® 20 EA. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619)633-2770. THE CONSTRUCTION SITE.CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: FLO-WELL WATER LEACHING SYSTEM SEE DETAIL 3 SHT 3 2 EA. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. Fua '*AP- NDT 1D 8E MODIFIED WITHOUT A FERN R FROM PHONE: SUB ECT 633-2770.ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: C ul. To 6E ?P-xy Ly NAVITR INED IN WoRK1N6 an nco 'J WILL BE SUBJECT TO REJECTION AND REMOVAL. NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO 4 POLY DRAIN STRIP DRAIN ��u_u� �u-� 32 L.F. a. TRACK WALKING SLOPES STEEPER THAN 6:1. AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM"A"ABOVE. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION, 170 L.F.2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 6" PVC RSD 35 a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT SATURATED SEED TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE BED. _�1�S) 274 S.F. CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL b. THE ADDITION OF SOIL AMENDMENTS, ph ADJUSTMENT, LEACHING OR COVERING SALINE 4" PVC RSD 35 PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. HYDROSEEDED AREAS SHALL BE MAINTAINED PROVIDE A VIGOROUS GROWTH UNTIL THE 104 L.F. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE 4" PCC BERM EXCAVATION AND GRADING ACTIVITIES ARE COMPLETED. PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. SDRSD G-14 750 S.F. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ENVIRONMENTAL DATA 5 1/2" PCC DRIVEWAY APRON ON-SITE CONSTRUCTION MATERIAL STORAGE 1. STEEPEST EXISTING NATURAL SLOPE ON = 10 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT 2. MAXIMUM VERTICAL DEPTH OF CUT= 7 ft RETAINING WALL R.S.D. C-1 SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS PER REGIONAL STD. DWG. 140 S.F. WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL 3. MAXIMUM VERTICAL DEPTH OF FILL = 0 6 PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. RETAINING/STEM WALL R.S.D. C-4 PER REGIONAL STD. DWG. y- 28 S.F. 0 cn ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES 4. AVERAGE DEPTH OF CUT= 490 C.Y. x 27 = 4 1 � KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, 3200 S.F. EROSION CONTROL Q DR ASPHALT CONCRETE,AGGREGATE BASE, ETC. STOCKPILES SHALL BE V G� LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND 0 SEE DETAIL SHT 3 2 EA. STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED 5. AVERAGE DEPTH OF FILL= 0 C.Y. x 27 = MODIFIED SPILLWAY 3 Q SITE 2G O� y WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY 0 S.F. QVa,®FES&04� h- SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. EARTHWORK: �`�® �. Map `e'' CONSTRUCTION ENTRANCE SEE DETAIL SHT 3 W 09 �c 9` r ki4C1PUTAS �� c ��' �1 3 z > 00 2� y TRAINING m 800 S.F. CUT = 490 C.Y. m m m CONTRACTOR'S EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY '� NO•�2 s SEE DETAIL SHT 3 � Q E*q�>N1� GRAVEL BAGS E 300'± OQ x OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF FILL = 0 C.Y. (2 LAYERS MIN.) � �O��O� 00 240 EA. IQ LU F ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE C1y11 ! 9` z BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE EXPORT= 490 C.Y. pp0 SILT FENCE OR SEE DETAIL D3 SHT 3 40 L.F. Q fA PROPERTY OWNER(S)AND THE PRIME CONTRACTOR MUST INFORM EROSION CONTROL SUBCONTRACTORS ABOUTSTORMWATERREQUIREMENTSANDTHEIF ©WNv I ` `v PARKS AND RECREATION DEPT. PLANNING AND BUILDING DEPT,, FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT L RESPONSIBILITIES. 0 SITE ADDRESS: 2061 CAMBRIDGE AVE., CARDIFF CA OWNER!PERMITTEE PREPARED BY: W a TERRY&CAROL McCALEB ALTA VISTA ENGINEERING f' _ W LO SITE LEGAL DESCRIPTION: LOTS 31 &32, MAP 1334 300 CARLSBAD VILLAGE DR. 969 VALE TERRACE DRIVE, STE A I``' 22, D62 ( M LO VICINITY MAP CARDIFF, CA SUITE 108A VISTA, CA 92084 , 1 - NOT TO SCALE - CARLSBAD, CA 92008 (760)758-3955 f° BY: 3 A EO BY: Y; 3'29-Q BY:�✓ = c7✓Z _ 3 L5 o D] W co A.P.N. 260-391-42 (760)920-9275 a fAEM DATE - - J DATE M ; NEW3/4" METER & 1" EXISTING WATER METER 1 1/2" AC OVERLAY AREA NEW 3/4" METER & 1" FIRE SERVICE METER TO RELOCATE C K14tT OF Way PERMIT FIRE SERVICE METER REQUIRED FOR WORK WITHIN PUBLIC ALLEYWAY ° ° d ° EDGE PAVEMENT PER Et4ti RINy P.C.C. ` IN PECTOF(REQUI MENTS °.ci zo� 5 d 1 6 ao Q a. ° ° Q <. $61 6 tk 63 �p6 rir W R/ /�� / R/ Q / �Q �Q R/ �Q W W - W //T AC PAVEMENT X8638 W EP 5• P 5. 1 .5 W EXISTING 6" A.C.P. WATER ,� W W w ALLEY 0 HP 9 6� 61 05 �J ��6 g �$6 � � X60 � o �Q Q 1p �Q�$� �Q y �pyp �Q / � R � ` Q o'� R 78 Nod. Q1�6�^ /W W ° ° W FS L 183.3 /W FA AC PARKING �� o .� �Q � /W a 5 �8 ° TW 186.09 D ��` .e G h. h• ( EXISTING ) BW 186.02 1 '. S� AREA FS 185.4 4, 3 F FS 1 83.7 d 1 a 788 ° �� EXISTING TREE TO BE REMOVED FL 182.2 ° a N� TW 185.26 ( EXISTING ) 0Q SHED BW 179.26 TW 18853 I I° FS 184.0 �cp ' FS 183.7 FL 182.2 ( . EXISTING ) N FL 183.0 N 58° 50' E 100.00' c c I c c c BW 176.53 I I . 3 3 183.8 7 16 _ 2' 2 16 7 HO SE TO BE T I 1$3'2 O N 31° 10' W 25.00' 183.8 ____J O FF 184.0 R MOVED FF 184.0 I ° - 179.1 FS 183..0 Q��PP�o� PGGPe�O� 2 f I PAD 183.4 PAD 183.4 2 FL 181.5 FS 182. ° TW 184.1 v .^" TW 186.71 F 183.5 II -FC 1 BW 182.5 w , i ( EXISTING ) FL 182.0 1 4.1 -may 183.55 ! BW 176.27 --(( EXISTING ) CONCRETE&BASE TO BE BW 178.99 PER FINAL GRADING REPORT 184.1 '$ SECTION DD RECOMMENDATION TW 184.1 183 4 BUILDING PER SEPARATE 4 BW 183.0 3 4 FF1sT 184.3 I 4 182.5 PERMIT.GRADING PERMIT }� SHED TO BE SHED 4 FFB 175.3 NOT TO BE ISSUED PRIOR .L GQ� R REMOVED 4 O TO BUILDING PERMIT I� 'L PROPOSED DWELLINGS GARAGES 2t' �5� /W 182.5 II� 4 II II PAD 174.7 ISSUANCE. ��� G FF1sT 184.3 TW 182.97 FFB 175.3 1SZ BW 178.97 ( EXISTING ) r�nn �ZI 1$Q,7 4 Ir 2 RETAINING WALL FF 9% X185 O�V 181.1 -PAD-174.7 +. 3 I 181:5 (j 1 85 PER BUILDING TW 184.93 A I I A B B 178.96 ���\�G o LAN ( EXISTING ) BW 175.82 3 II 4 180 173.61 53 180 FS 178.5 7 �1 1 F FS 181.0 FS 17 . 18� FL 174.5 ,� A2 4% � FS 175.1 175-/ CONCRETE&BASE TO BE 175 FL 174.3 FL 177.1 a , 1, PER FINAL GRADING REPORT $•6 FL 174.3 RECOMMENDATION 170 FS 175.1 °( q �� 4 I I 3 7$.94 17 EDGE PAVEMENT PER FL 174.1 I. 3 TW 178.5, BW 178.0 RT BW 174.5 LT 41, PUBLIC WORKS INSPECTOR 177.0 4, 180 (� REQUIREMENTS ° ( 17� _ 7 .7 , I I 5 175.0 FS, FL 174.0 6„ X 6„ x 4„ WYE .tisyc Ro4vo ( EXISTING )TW 183.40 I `` SECTION CC BW 175.40 FS 175.0 3 7 TW 179.0 FL 173.9 6x6x4WYE FL 173.9 BW 174.2 EXISTING 2' RETAINING FL 173.7 179 FS 174.6 ` TW 178.0 8 WALL TO BE REMOVED 5, TW 182.35 FL 173.9 BW 174.2 TW 179.8 ( EXISTING )BW 174.85 2 (EXISTING) e' PROPOSED 6 R/ 174.2 17 . BW 173.8 R DWELLING Z W ,x'115 2 2 TW 175.2 /W PROPOSED o EXISTING DWELLING � 74 BW 173.2 - DWELLING t? c EXISTING N FL 173.7 z BASEMENT DWELLING �� RETAINING EXISTING / / �1nJ2 pO ly LL,,�,3 / Dc$ r/ ktp WALL R.T.WALL Q C ^1 62 I 1�• �j`.L 6 •7Q ^1 13• FINISH FLOOR FINISH FLOOR - 3 �Q 113y Lee Q�w`X132 I 3 �e N �e E575.3NT II E 175.3 NT 113�'I N v8F GINIV, , ; S EXISTING P.P. P122877TO REMAIN(g) 61 61 60 y s ,,136 SECTION AA SECTION B CAMBRIDGE AVE . 3k5 Q U LEGEND LEGEND Q �Q PERMANENT ENCROACHMENT 13� FA U) PERMIT REQUIRED FOR C 1p9 ',ASS ITEM SYMBOL ITEM SYMBOL Z ENCROACHMENT IN TO Q PUBLIC R.O.W. EXISTING CONTOUR: 76 RETAINING WALLS PER J Q R R 185.85 BUILDING PLAN: W /w /W SPOT ELEVATIONS: U- EXISTING 8" MODIFIED PCC SPILLWAY MODIFIED PCC SPILLWAY EDGE OF EXISTING PAVEMENT: Q 5 V.C.P. SEWERMAIN PER RSD # D-22 SECTION BB. PER RSD # D-22 SECTION BB. DAYLIGHT LINE: �_/�/ 1ZAPHIC SCALE FF+sr: FINISH FLOOR aT TORY TAPER TOP OF BERMS TO BE �g` TAPER TOP OF BERMS TO BE Q�®FESsip DRAINAGE PATH: = L 4,o FLUSH WITH EXISTING EDGE A FLUSH WITH EXISTING EDGE 10' a '_ >o' 20' N Mgcp�glt4 ' (1% MIN.) FFB: FINISH FLOOR BASEMENT OF PAVEMENT. SEE DETAIL C 3a � r,OF PAVEMENT. SEE DETAIL C-3 W _w m PROPERTY AND PAD: ROUGH PAD ELEV TION V Ix Lo v , Lo :r'°( RIGHT OF WAY LINE: W = LLI i N�+°- 25062 `" a�"� ( INFEET) �M�wiA11.08 FS FINISH SURFACE m F- M o f I inch = 10 feet cry` EXISTING RETAINING WALL FL FLOW LINE J Ob �� _ OFCpl1F®Q� EXISTING OVERHEAD W Q P� T- UTILITY LINE Q > O REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS " AS BUI CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWI G NO. Z � lf5 v1�T I Alo 44joe4& DESCRIPTION: PLANS P FrIUN T SUPERVISION OFF RECOMMENDED APPROVED: LOT GRADING FOR: cn rn DATE: �� < _ W Z LOCATION: HORIZONTAL BY: BY: BY: O GRADING AND EROSION CONTROL 140 G W W R.C.E.46067 A Z Z VERTICAL RU H. M NE DATE: 5113104 DATE: �/�4�� R.C.E. ZSD�Z EXP. PLAN FOR LOTS 31 & 32 OF MAP NO. 1334 0 o 0 RECORD FROM: EXP. I= - PLANNING CASE: 02-069-CDP SHEET OF 3 W a a CONSTRUCTION & SITE MANAGEMENT DETAILS (COUNTY OF SAN DIEGO BMP's) EROSION CONTROL PLAN © A PVC PIPE A O TO WOOD STAKE�LE O 3r EXCAVATE 4"x 4" OVERFLOW LINE 4"DIA.GRATED INLET \ TRENCH,LAY SILT WOOD STAKE 4"DIA.SDR 35 TOPSOIL RETAINING FENCE ALONG EDGE DRAINLINE TO WALL OF TRENCH AND STREET 2%MIN. NDS"FLO-WELL" ` 1 2"WIDE RAISED EXISTING EDGE COMPACT BACKFILL _ _ _ _ _ _ FWAS24 EDGE FLUSH WITH Sr OF PAVEMENT NATURAL GROUND co 4"DIA.SDR 35 DRAINLINE GRADE FROM DRAIN INLETS 2% . In RETAINING MIN. FLUSH AT EDGE � O O ° n WALL ?% OF PAVEMENT N O O O O O WRAP ALOS DES OF FLO--WELL ° \ 6"PVC PIPE GRAVELBAG DESILTATION BASIN / o oO o o ° ' - "' 7.5'DIA.SAND a s"PCC APRON EXISTING SILT FENCE VELOCITY CHECK DAM o 0 o O BACKFILL a as SECTION AA PAVEMENT NOTES: N.T.S. NOTES: N.T.S. KNOCK OUT MODIFIED PCC SPILLWAY RSD D-22 1.USE HEAVY DUTY SILT FENCE. 1.PLACE GRAVELBAGS 2 LAYERS IN HEIGHT WITH ENDS 000 PERFORATIONS 2.INSTALL ALONG LEVEL CONTOURS WITH ENDS OVERLAPPING. O O 4 a �r NOTES: N.T.S. ANGLED 2'UP SLOPE. 2.FORM TO DIRECT WATERS OVER SPILLWAY. 1.PROVIDE 6"THICK AC APRON,OVER 6"CLASS 2 BASE 3.INSPECT AFTER RAINFALLS AND PERFORM SILT 3.PROVIDE 1"GAP BETWEEN GRAVELBAGS AT DISCHARGE O OO O O FLO-WELL EXTENSION WITH 4"TYPE'B'BERM,TAPER SO ENDS FLUSH WITH REMOVAL AND MAINTENANCE. POINT IN TOP LAYER FOR SPILLWAY. O O O O , FWSPS3 EDGE OF EXISTING PAVEMENT. 4.TO BE INSTALLED ON NATIVE OR FIRM GROUND. 4.INSPECT AND REMOVE SEDIMENTS PERIODICALLY. ° ° ° 4 2.DISCHARGE EDGE TO BE FLUSH WITH EDGE OF ALTERNATIVE AND SUPPLEMENTAL MEASURES ALTERNATIVE AND SUPPLEMENTAL MEASURES PAVEMENT. CD 36 CALTRANS-Storm Water Quality Handbooks CD 32B CALTRANS-Storm Water Quality Handbooks SAND BACKFILL III'0 3.SEE REGIONAL STANDARD DRAWING D-22 FOR ESC 50 California Storm Water BMP Handbook for Construction CA 31 California Storm Water BMP Handbook for Construction ADDITIONAL INFORMATION. N oil 3 3 41.1' //�SANDAG O A/ BAS BATION N 16, BASIN I I I—III III III III NATIVE SOIL Ia 604POLYDRAIN I I_-1 —I —III III III III—I —I f� — z% 47 6" 4,. GRATE L 2% 16' SECTION AA EXPANSION JOINT 7.5' BOTH SIDES A 0— # 3 PPC PAVEMENT N.T.S. 20' �,.J p WATER LEACHING CONTAINER MIN. O 183 EXISTING PAVED ROADWAY 61, °°° ° - °' , POLYDRAIN CHANNEL q OR ACCESS ROADWAY ,° ° \� 3 PSI PCC CONSTRUCTION ENTRANCE \' \' NOTES: N.T.S. SOIL SUBGRADE� I I� 1.USE 1 1/2"CRUSHED ROCK 6"MINIMUM THICKNESS. ° 2.SLOPE BED TO DRAIN AT 2%MINIMUM TO SANDBAG DESILTATION BASIN. CROSS SECTIONAL VIEW 3.PROVIDE WATER SOURCE TO WASH WHEELS IF SCALE 1/8" m 1" ,III 2 NECESSARY. NOTES: N.T.S. r� ALTERNATIVE AND SUPPLEMENTAL MEASURES 1. DITCH TO BE CUT IN UNDISTURBED NATIVE OR 90% 3 '.. CD 29A CALTRANS-Storm Water Quality Handbooks RELATIVE COMPACTIONED SOIL. - - CA 24 California Storm Water BMP Handbook for Construction 2.MAINTAIN 1%MINIMUM FLOW LINE SLOPE. (I - 1 °14 3 II 4a I 3 L— — I a Igo 411 4 3 3 7 2 � 3 17g 1 2 �s 0 0 0 174 0 0 7 C C 3 D E 3 E 3 3 3 CAMBRIDGE AVE . ®QpOFESS/0N R co cc 29= 2 _ -- PROPERTY OWNER INFORMATION ,POFC. PLAN CHECK / PERMITS PRIVATE CONTRACT J BUILDING PERMIT /�� ( 1 NAME: TERRY&CAROL McCALEB a F PLAN CHECK NUMBER: CITY 111 NITAS�G'N MtA D� 1' �1� MiAo t/ ADDRESS: 300 CARLSBAD VILLAGE DR. j, �" � Z - ry \ LEGAL DESCRIPTION: LOTS 31 &32, MAP 1334 _ SUITE108A /� S /,3/�/ � APPKOVA�S « a� � ' CARDIFF, CA GRADING PLAN FOR: CARLSBAD, CA 92008 .I Lots 31 & 32 of Map No. 1334 JZ �yl s/Dais f/AP/LO// �.9T ,Q�f� F.ciGES I ' I0 2312 ; TELEPHONE NUMBER: 760-920-9275 _- _ . __—_ RECO MENDED � AP oJFD (24 HOUR CONTACT NUMBER) �U/L p /.,(��� $•1.06 � 0� i3Y • E 7 4// v, ENGINEER OF WORK SHEET. q QF Y'd y �= � I HEREBY DECLARE THAT I AT ENGINEER OF WORK FOR THIS J SH ET: 3 —�LJ i�'l�SITE A.P.N. NUMBER: 26091 42 p , ;' PROJE 'AN4 AT I XTHZJE RCIS RESPONSIBLE CHARGE IJS IGNO APPROVED DIRECTOR OF PLANNING AND LAND USE GRADING PERMIT NUMBER: O SITE ADDRESS: 2061 CAMBRIDGE AVE., i CARDIFF, CA 92007 DAi E S/Za/ c7 4 DAT DATE: E' S/o�pl,X RUCE H. A NE Br: DATE: z RCENO: 28062 EXPIRES: -31-06