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2004-9212 G (Plans) 141070 . SOILS ENGINEER'S CERTIFICATE" A. GENERAL C. GRADING , I 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS R S• PRI A REGISTERED CIVIL ENGINEER IN THE STATE OF CAL RN L FOPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO. EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND'BACKFILLS AND CONDITIONS PREVALENT WITHIN THIS SITE. WAS MADE BY ME OR UNDER MY y AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS - COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DIRECTION BETWEEN THE DATES j�'f °I 0,04 ' AND � 17 ^ ONE THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND 'WILL DETERMINE THE 'SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETE COPY OF THE SOILS REPORT COMPLIED FROM THIS STUD , WITH MY �,�',1 REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE -OFFICE OF THE CITY o $ c I.1MISED S INV TIGATION AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ENGINEER.- FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND M PRoPosE9 2•SSORY REBID. 2. • THE SOILS REPORT TITLED 37o HuLCSle sc ee. PREPARED BY EAZ CO umj OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ' CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR 5� SOIL CONSULTNTION DATED 9II SHALL BE CONSIDERED AS APART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND P . t GRADING PLAN, ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. SPECIFICATIONS. Ncsc�llr ti 1 RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT, nFESS /p 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED-SURFACES TO 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE'APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE•AND PREVENT PONDING OF WATER. HE SHALL SIGNED: . �IyI� M " - � DATE: 10 -31 -oa - `�'w• "L' � LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE. TO ADJOINING PROPERTIES OR � WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO CD No.0O54071 m M RCE NO.: G 54071 EXP. DATE: l2- 3I -a'>' THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS `� Exp -Iz -N•T PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE "BEEN SOIL- CO." EAST cow" SOIL CON5UI-TA - T10N $ENG.' * V IC IM 1'Ty MAP 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. INSTALLED 1 0935. }IARTLeY ROAD ,"sul T�':L' �; , SANTe5 , CA 92.07) fROMAs RIZOS: PG 119 /� 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE.FILLED SHALL BE PREPARED TO BE FILLED AND FILL 61 258 - PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE OWTIER' EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED STATEMENT OF ENGINEER OF WORK. MAf?y, G• ERLAK c LARI_ S . ERLANDs"R , 7Rus ?rE5 'o� LOOSE FILL AND ALLUVIAL SOILS, SHALL BE REMOVED TO SUITABLE FIRM - W E:RLANDCR FAtAILy 'rRUS's DATE =D A(12100 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT.OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED 50 `1 REA STREET REPLACED BY, REGISTERED CIVIL ENGINEER OR A LICENSED LAND "' CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER-AND COMPACT THE BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED G NC►NITAS, CA %202q SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING T PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF PERFORMED HEREIN SHALL IN ACCORDANCE WITH THE RULES AND S 1Tl ADg1LE55 TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER 111LLCRS'( DRIV 1= NCINITAS AND REGULATIONS. DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY `3 CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS 8, GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION. OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED PREPARED BY THE ENGINEER IS NOT DETERMINATION BY THE CITY A• P A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE 21(7- (W -31 HOURS OF 5:30 P.M. AND 7:30 P.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE. ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE RECOGNIZED HOLIDAYS. ENGINEER OF RESPONSIBILTY FOR THE PLANS OR DESIGN OF 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL IMPROVEMENTS BASED THEREON, THE ENGINEER AGREES TO LEGAL pEsCR11 N 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS PARCEL 9 or- FAl2C:tL MAP N0, 15083 IMTiW,- CM Or- HAS BEEN HELD. ONSITE WITH THE FOLLOWING PEOPLE PRESENT.: CITY CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR Efycl NrrAS, REGORDEb 1Oti= c6D/IL'E1L Z BI PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY OF LOCATION OF DEBRIS FILL. SHALL BE SECURED FROM THE SOILS ENGINEER BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS AS r11t3 NO. 5 105612 AT LEAST . 48 HOURS IN ADVANCE • BY CALLING (7( 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS.OR _ N HE CO AND SCOPE OF S H - . ..- .._ -. .. EMPLOYEES EES A IN WITHIN T . . 10. PRIOR TO HAULING DIRT OR CONSTRUCTION. MATERIALS TO ANY " -- AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORKC Q�irtS$ P SHE SE .BRI GH'T COM PA`I E PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT. THE DEVELOPER SHALL D LANDSCAPING PERFORMED BY THE ENGINEER. 9 0, g �3 'BF,% V PL,A SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE D �G PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL ` y A, X2008 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH � ' CA1�1 -SRAp� C CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE E: 3 D T REGARDS TO THE HAULING OPERATION. BY _.... F ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND 02 A 1106 No. 0028302. O .. . ...... .... ... , ... _ . - .. CITY O : 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT IRRIGATION STANDARDS. TH ERA O. E SEA BR IGHT COMPANY il RCE2 3 FxD•3f PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL REL'EASE SECURITY, THGHT TING SHALL BE ACCOMPLISHED ON ALL SLOPES 4322 SEA BRIGHT PLACE AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING 2. FINISH GRADING AND PLAN OFCAIF...• UNDER PERMIT 'NO. 9212 - G HAS BEEN PERFORMED IN SUBSTANTIAL PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION• OF ANY SLOPES CARLSBAD, CA 92008 PH /FAX : 760 - 720 - 0098 Z -'R. 'BANI5TFX LAND SU RV V_y 1NG CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE GRADED BETWEEN OCTOBER 1 AND APRIL 15. 15711 DAVIS CUP'I - ANE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE gAMONA , GA 4 )20 ( 65 f DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING - 7 EROSION CONTROL 1(00- 15 8' 9°�5� OPERATION. Y WO T ", -,. . ..............,._ .. .. .. .. _ 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CLARE 6RLANDER ERAS C ' B. NOTIFICATIONS AT %0- (013- 111 1 P • C�9 IAoUR5 - Pelt DAY) OWN ERTIFICATE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE STRUCTURES SHAWN ON THESE PLANS WERE' OBTAINED BY A SEARCH OF AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY I, [WE] HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR AVAILABLE RECORDS.- TO THE BEST OF OUR KNOWLEDGE THERE ARE NO MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT' LOCATIONS TO GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL EXISTING UTILITIES EXCEPT AS SHOWN ON THE PLANS, HOWEVER: FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS GRADING ACTIVITY ON THE COMPACT AND STABILITY OF THE SITE. EMINENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO THE ENGINEERING INSPECTOR. DATE 3 �20�0 L�GEN� . EXISTING UTILITIES OR.STRUCTURES LOCATED AT THE WORK 3. DEVICES SHOWN ON .PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT PROTECT ANY F. E .P = IC OGI✓ or ('AVirM6UT 1'I P : H16i1 p0)NT o FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY DATE - 2 0 - O G SITE. IT IS THE CONTRACTOR'S RESPONSIBILITx TO CONTACT THE THE APPROVAL C EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES T AND 4. THE CONTRACTOR SHALL RESTORE 1=� �FINISNED GRAb� TORE ALL EROSION CONTROL DEVICES TO ' TG :'(Op of GRATt✓ I NOTIFICATION OF COMMENCEMENT OF WORK. WORKING ORDER' TO THE SATISFACTION OF THE CITY ENGINEER EACH MARK G• 1 tZLANDrfZ - TRUS.TEB OFT41E EELANQEE TRUST DA7Ep q112IUb FC,.._1�11� \5j�t =1� GONGR�s F'S t✓)u1sHED SURPAcE RUN -OFF PRODUCING RAINFALL. CLA7?E 5. _ERI_ANDER- �� d u u I A. SEWERS - LC.UcADIA WAzNEWASER DISTRICT 160 - 153 -0155 GUJ• = TOP: OF V 1 AL L j =FLOW 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL '(•F•="COPOF FOO�JNG 4 Do B. GAS &ELECTRIC r SDGb 7/uO' 9So'�7753 MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. C. WATER - SAN PIEGUITO WA"IEK 15 CR \CC I -gJ�O - FIZZ- X1133 a ( 633-2653- 6. THE CONTRACTOR SHALL BE ,RESPONSIBLE AND SHALL TAKE NECESSARY � U D. TELEPHONE - ST3G - 760 9 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN, IMPOUNDED Z WATERS CREATE A HAZARDOUS CONDITION.. , E CABLE TV = AAGI.PHIA GA8L1✓ . -1000 U 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING v -1 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PLAN SHALL BE INCORPORATED HEREON. D^ PRIOR TO BEGINNING ANY. WORK ON THIS PROJECT. PHONE: /633 -2770. S. GRADED AREAS AROUND THE PROJECT PERLMETER MUST DRAIN AWAY FROM * EARTHWORK:'_ r Y .. 3. THE CONTRACTOR SHALL GIVE 29 HOURS NOTICE ON CALLS FOR THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. %9 L INSPECTION. PHONE: - 760/633- 2770.• ALL WORK PERFORMED -WITHOUT •; BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE CUT= 11 COY x FO pn O CALL000V - AL- R'C V -02 MAQKO�T I-6CO- 922-•91 END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL FILL = 4 C.Y: w a BE REMOVED AFTER EACH RAINFALL. I I/7 f ENVIRONMENTAL DATA: T /EXPORT = 3 - 46 C.Y. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE RIM -D IAL GRADJ)JG ^ 72 5). p C_, 1J N 1 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO * EARTHWORK. QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND 1 1) Steepest Existing Natural .Slope On -Sete 2 I NOVEMBER - 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW . . ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL r INSTALLED• IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND �! QUANTITIES MAY VARY DUE TO -UNFORESEEN LOSSES, SHRINKAGE AND /OR \ SEDIMENT CONTROL HANDBOOK OF THE. STATE OF CALIFORNIA DEPARTMENT OF SWELLING FACTORS. W 2) Maximum Vertical Depth, of Cut = 7 (IUSIDE BLDG C.o1 'J CONSERVATION. F , A Z 3) Maximum Vertical Depth of Fill = 31 SAN DIF,wI � WATER p15(R1c"f ENC1N 1 TAS S IR E �D .EPARTMEN 1 FLANN ING 4 13U1LU DEPAVZTMV -=Wr l<B CAD .1A• UJAS"w�• WADER DIST QUi3LIG '•WORKS DEPAR - CMENY . ROR�2T SUYIfiP >zGE 28302- EXP 3)31110 C 4) Average Depth of Cut .3750 T � s a o6 vi z E 6 DATE S TC- VE D6 G DA TE 5 W � 5) Average Depth of Fill = I.5' (1.osoc.4 �tzo��- _ ' y � ! 1 � . orm I n � .�--- .� - ao o Lwo D 1sTtticT EIy �y! a,&,� �'I,o� �v�r08 z W Cr L> SIGNATURE EXPIRES 2 yEARs FROM pASE 51C�NF.D DA•Tt DAT RC5 2651A Eft? 3 - \ DATE A� - �V �� C AS B0 I I.TS •z s REVISIONS APPR D DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT . APPROVALS CITY OF= ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q 0- s S/Z41 0 s -V-. PRO?6XN COxNee � "I•P• WI PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP �2 ED RES1Dia�1"S IAL GRA1311Sc PLAN • 3- 1 G ra - PLUG %CF.2511 u /�' R 2 l 0 - ELBV = 19 FROM PREVIOUS TOPO. HORIZONTAL `. sl DATE J BY: � �D BY: � �- S-RLANIPM REST DENCS TB A OC { (OR1GI"L sU1ZVEYioMr RETIRE.Q ©` R.C.E. NO Z 302 HILLCREST DRIVE DATES DATE: q PRO�CT sUBMI'fTSD REKQLG. IIIIIOd• VERTICAL, ENGINEER S 5 K [>; TH62EFOR�. tin ON NEW BENCH MAIZK� OC3E(�f O• U1;Ui� EXP. _ 013 R.C.E. R.C.E. WORK PROJECT' NO. 64-002 - CDP SHEET' ( .OF .q Storm Water Pollution Control Notes LWD SEWER NOTES E. HYDRO -SEED Concrete Washout 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE • Contractor adequately sized concrete ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION SEWER PIPE AND ANY OTHER UTILITIES. 1. Hydro- seeding shall be applied to all slopes that y OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. are graded 6:1 (Horizontal to Vertical) or steeper washout area to curtain washout wastes on site. it is illegal to 24. SEPARATION OF SEWER / WATER AND SEWER / RELCAIMED WATER SHALL COMPLY when they are: wash concrete, slurry, mortar, stucco, plaster and the like into L 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE WITH LCWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT the stormwater conveyance system or any receiving water. LEUCADIA COUNTY WATER DISTRICT LWD SEWER STANDARDS AND TO THE REGULATIONS A. Three feet or more in height in fill areas. Contractor shall post a sign designating the washout location. REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK AND THE REGIONAL STANDARD DRAWINGS MOST 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE B. 5 feet or more in height in cut areas, unless Construction Site Access CURRENT EDITIONS, IN THE EVENT OF CONFLICT THE LCWD SEWER STANDARDS DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE slope is not subject to erosion due to the GOVERN. CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL erosion resistant character of the material as • A stabilized construction site access shall be provided for ACCEPTANCE OF ALL UPSTREAM WORK BY THE LCWD INSPECTOR, OR AS APPROVED approved by the City Engineer. vehicles egress and ingress to prevent tracking dial off site. ;5 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE BY DISTRICT ENGINEER. This shall include using material such as gravel and/or FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 2. Irrigation shall maintain the moisture level of the corrugated steel pancls/piates. CONTRA ME SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN soil at the optimum level for the growth of the 4. THE CO ON THE TE R ALL TIMES. UNLESS OTHERWISE SHOWN AS APPROVED BY LCWD ON THE PLANS. hydro- seeded growth. Construction Vehicles 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL 3. Hydro- seeding mix shall consist of all the • A specific area away from gutters and stonndrain shall be THE DATE OF FINAL ACCEPTANCE BY LCWD AND SHALL REPAIR OR REPLACE ANY LOCATION BY THE CONTRACTOR. following: designated for construction vehicles parking, vehicle WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN refueling, and routine equipment maintenance. All major •20. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE A. Seed mix shall consist of no less than: sludlbemadeoff- -site. THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LCWD. WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE a. 20 lbs . per acre of rose clover repairs TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH b. 20 lbs per acre of zoxro fescue 8. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE p Erosion Central THE PRIVATE ENGINEER NOT LCWD GUARANTEE THE ACCURACY OR COMPLETENESS C. 3 lbs. per acre of E school cia OF THE SEWER QUANTITIES. LATERAL SHALL D ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER californica • Erosion control must be provided for all erosive surfaces. BE BURIED AT THE E POINT OF CONNECTION. d. 4 lbs . per acre of achillea millefolia Sloped surfaces especially shall be protected against 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS e. 3 lbs. per acre of alyssum (carpet of erosion by installing erosion resistant surfaces such as REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LCWD. WORK 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, snow) erosion control mats, SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWD. LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE f. 1/2 lb. per acre of dimor holeca matrix ad eq uate ground cover vegetation, CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE p p and bonded fiber PROTECTED AGAINST FLOTATION AT ALL TIMES, OPEN ENDS OF PIPE SHALL BE g• Items c, d, e, and f of this subsection 8. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE FURNISHED SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. may be omitted on locations where the • No excavation and grading activities arc allowed during " THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LCWD STANDARD SPEC area being hydro- seeded is not visible wet weather SURVEY REQUIREMENTS. from either a public street or 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN . residential structures. • Diversion dikes shall be constricted to channel runoff around 8. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD PERMIT LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR h. Item "a" of this subsection must be FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 4 erosion u s 8 HOURS NOTICE TO LCWD inoculated with a nitrogen fixing eheconst sipermanent and temporaryerosionconhul constru site. Contractor shall protect channels against PRIOR TO CONSTRUCTION. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD SEWER bacteria and applied dry either by STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. drilling or broadcasting before hydro- measures. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM seeding. THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. i . All seed materials shall be transported • Remove existing vegetation only when absolutely to the job -site in unopened containers necessary. large projects shall be conducted in phases to 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONC;%ZTE with the California Department of Food avoid unnecessary removal of the natural ground cover. DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE. and Agriculture certification tag Do not remove trees or shrubs unnecessarily, they help BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF I attached to, or printed on said decrease crosion. WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT containers. AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE j. Non -phyto -toxic wetting agents may be • Temporary vegetation must be planted on slopes or where TRENCHES FIVE FEET OR MORE IN DEPTH, IF THE PLAN VARIES FROM THE SHORING ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH added to the hydro -seed slurry at the construction is not immediately planned foremsion control SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. discretion of the contractor. purposes. Erosion shall be prevented by planting fast-growing CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH annual and perennial grasses to shield and bind the soil. REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE DISTRICT ENGINEER APPROVAL. B. Type 1 mulch applied at the rate of no less SUBMITTED TO THE LCWD INSPECTOR PRIOR TO EXCAVATION. " than 2,000 lbs . per acre. Type 6 mulch (straw) • Plant permanent vegetation as soon as possible, once 12: ALL SEWER FAC141TIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. 35. JOINTS BETWEEN RUBBER BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2 be substituted all or BY 2" BUTYL ER GASKET PLACED WITHIN THE FULL ROVE may . part, for excavation and grading activities are complete. CONTRACTOR SHALL'DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL T.IiE_.W_f?K, IS COMPLE PLA C EMENT .AI�Ce4 MPAC 7101Y. 0 BACKFILL SHALL BE CPS-210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL. Water us or dust control shall be nuni hydraulically applied fiber material. When _ -_.- ..__._.._.._._. ___._. straw is used it must be anchored to the slope sa of imized MATERM" IN A DRY STATE. ALL PIPE ZONE MATERIAL, LOCATED IN WET OR AREAS � 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, by mechanically punching no less than 50% of SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. the straw into the soil. MATERIAL. SUITABLE OEOTEXTILE MATERIAL SHALL BE SUBMITTED' TO THE DISTRICT On -site Construction Material Storage ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, C. Fertilizer consisting of ammonium phosphate PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO sulfate, 16 -20 -0, with 15% sulfur applied at BE ALLOWED. CONSIDERATION FOR FINAL ACCEPTANCE BY LCWD. AIR TEST SHALL BE DONE AFTER the rate of 500 lbs . per acre. a • Stored materials shall be contained in a secure place to prevent CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. seepage and spillage. Contractor shall store these products _ 13. THE N where they will stay dry out of the rain. Contractor shall ND LOCATION OF UNDERGROUND UTILITIES SHOWN THESE 4 . Areas to be hydro-seeded shall be provide secondary containment for all fuel stored on -site. PLANS S WAS WA3 OBTAINED ENGINEER. BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER, 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY y prepared prior to TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING THE LWD INSPECTOR PRIOR TO PAVING. hydro- seeding by: . Eliminate or reduce pollution ofstonnwa ►er from stockpiles POSSIBLE EXISTENCE OF OTHER UTILITIES UTILITIES EXCEPT THOSE SHOWN THESE PLANS. ATTENTION IS CALLED TO THE A. Roughening the surface to be planted by any or kept on -site. Stodrpiles may include soil, paring materials, LITIES OR STRUCTURES NOT SHOWN, OR IN A a combination of : asphalt concrete, aggregate base, etc. Stockpiles shall be DIFFERENT'LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL located away from concentrated atormwater flows and TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE a. Track walking slopes steeper than 6:1. stonndraininlets. Stockpiles shall be covered orprotected PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. "- "" " "--- "-° - -- with sort stabilization measures and _ b . Ripping areas that will not break up provided with a temporary SAN PIEGUI Tli 14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENTATION OF �TO. 14'�tTC" ' S "TRI-�i'1° 'PlO . . ......... using item "a" above. sediment barrier around the perimeter at all times. ...___.__.,- „.,,_ „_. THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS IM Training PROJECT. 1• REVIEWI OT- ' S YUAN By SAN D)EGUIT0 WATE.K bl5 'P,)C - T .1]06 Nd j B. Conditioning the soil so that it is suitable for G61`s11 2EP(ZESD4TA_y16N A5 f0'Tl♦E ACC.c1R,ACy (j L6C-A 1'161 ew planting by: • Contractors'employces who perform construction in the City of Encinitas shall be trained to be familiar with the City of 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422.4133, AS bR TIDE 'EX \S'(ANCW- M NON C- MSTANCJ; 05% AAA 0NPFkC F.&UND LYTIL -I'Ty, a. Adjusting the surface soil moisture to Encinitassaimwaterpullutioncontrolrequiremeats .These REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO Mi G9 SfrgMiQtS W C<4i s ` LIMITS OF - rms PR OSEG`f, TRENCHING. W provide a damp but not saturated seed BMPnolesshailbeavailableeveryoneworkingonsite .Tire I ' 2• ALL F6X457ING FACll -1 - TIES L)NAIGN MAY A1=FEG7f F1NAG pS51GN )-Eo LINt bed. _ . property owners) and the prime contractor must inform 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL STATE AND GROSSING, LINT. PARRLL6LIN& CR, YRdQ05� CONN EG'f loN SIaALL 8� 1r1�LIJ b. The addition of so-'- amendments, pH subcontractors about stormwater requirements and their own FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY r adjustment, leaching or covering saline soil responsibilities. AND CONFINED SPACE ENTRY. V& R1F►Eb• ALL �XISiING OK FROPdS�D U 1�I CROSSING UJITWN 10 Orr s to provide viable conditions for !0 I ROPCSED IfJkveKMAINS S}IALL M SMbWN ON INLMNEM i ?L growth. Waste Management I ;N GL6CTRICAL 4113 SWER. Td CROSS 17. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER LS UND D IS ER. UJA"tER MAINS UNLESS 5. Hydro- seeded areas shall be maintained to provide a • Contrnctorahallberesponsiblefor properly diaposingofall SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND 3 = -' '-.. WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE GIV CN WRMSTA 5'� iM S)bb) 1 6Y'SAW UITO O)AMTL 01S'TRIC`T vigorous growth until the project is permanently Co rand d shall be responsible D dispos of of all Q THE LWD STANDARD SPEC. . CON'TRINVTOX AND OW Nf R ARE R,L` S?OtJSlix t �0 R1rL00/+Cm AI,ID�OR, landscaped or w for areas where hydro- seeding permanently the cproduc cons th gmund,wh Du n of V AM)VT To GRADt AW1 6)(IS - f)Nra 14/KTER, FACILITY (y IRE "DRm ME"fP•R,S, permanent landscaping, until the P 4� project is into the conveyance system is strictly prohibited. Q 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.). INSIDE BOTTOM OF PIPE. 11ALVE.S, HALVE 13AUES ETC,) WHICH IS AFFECTED Sq T41'617. ? V=V_CrT, completed and all security released. Q SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. ALL A ED W A - Tea FACII PT11+S ►As" )v4E.6•T Guptewr W A IACsEAICll.S • No seepage from dumpsters shall be discharged into 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER ZT AAIDARp S COM M I`MS9 (W ASG) STANDARDS • jr- FAGI LITIES DO NOT stormwaler. Berms/dikes shall be placed around dumpsters y IN WRITING PRIOR TO CONSTRUCTION. MES T S'TANDA'RDS THEN `MEN SHALL bt U P GRAM13 'M wikMNT 5TA)JDAILpS to divert the natural storm runoff, Dumpsters shall be checked J ... frequently for leaks. Dumpster lids shall remain closed al all times. Dumpsters without lids shall be placed within structures ` ' Kr 'TM ow N6R S �xPt~NS�• a 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND Q. U rm TO MAINTAIN WNIMwA 5' SEPARATION LOIAEN PARALt- SLING, with impervious roofing or coveredwilhtarpainorderta V SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE U JACTETZ %ZRV I M5. avoid rain contact with any trash material. ENGINEER SHALL PROVIDE AS - BUILT DRAWINGS TO LCWD FOR REVIEW AND i APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 5• MINIMOM MXV2ON'TAI S6 PAttAT \0>J OF tO RE QUIRCb SSTWerag FIRt v • Many construction materials, including solvents, water - based #� ^ H`) ORAIJTS p�N 0 5•AIJ DIEGO GAS AND ELS r-7R\ C VAULTS . d 21. LENGTH OF OPEN TRENCH SHALL LIMITED TO 350 FEET, INCLUDING COLLECTORS paints, vehicle fluids broken asphalt and concrete, wood, and ( ALu W ATE1L' 50011 CES TO SS CAN STRO C TED CLE OT - D'KIV W M S cleared vegetation can be recycled. Non - recyclable materials AND LATERALS, UNLESS OTHER SE APPROVED IN WRITING BY THE DISTRICT. Aho ALL MIVi -R 'FtLXNSLGO W Ay 5. W A'TER ME - TSR,S MVSZ Sr-- IN FRONT must be taken to an appropriate landfill or disposed of as TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF hazardous waste. For information on disposal ufharardoua Vr .. `f10 WORK OP T1\� FALIMG TI1E• ARIE SERN1N . material, call the Hazardous Waste Hotline toll free at (800) O !O . 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY >..'' - 714 -1195. For information on landfills and to order dumpsters O MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A : call EDCO at (760) 436.4151. l t LICENSED SURVEYOR TO RE- ESTABLISH AND RECORD THE MONUMENT CHANGE PER ¢ ��lJ W N i STATE LAW. • Pollutants shall be kept off exposed surfaces. Place trash cans N I� e j 0 and recycling n ceptacles around the site.. q N O CID o • Portable toilets roust be in good working order and checked Lew r 1. frequently for leaks. Contractor shall .provide secondary ! 5 be containment and locate portable toilets away from stormilmin Exp. 331 Ofi ,inlets on pervious surfaces 9 L!, • All constriction debris shall be kept away from the street, guiter, and storndrain.'Contractor must routinely check �;pdplca.4,up material that may have traveled away from RpseRT S uKUP Rce 28302 EXP 3131110 APPOM► o,E +" .w 4A APP - VE f AS 190 L �" R rSIIJf%lt S I fi L WOR1-Z01 AID D r : 317 Ob _ C 1# i P LAN NoText NoText