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2004-1433 G (Plans) A. GENERAL 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE DECLARATION OF RESPONSIBLE CHARGE SOILS ENGINEER'S CERTIFICATE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PHONE: 760 633-2770. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF ( ) 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST COMPLY WITH THE GENERALLY ACCEPTED STANDARD AND PRACTICES OF THE ENGINEER'S I, DANIEL B. ADLER A REGISTERED CIVIL ENGINEER IN THE STArE OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED OIL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS FOR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED OF EACH WORK DAY. SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE OIL . THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER PRIOR TO ANY REQUEST FOR INSPECTION. REJECTION AND REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE MY DIRECTION BETWEEN THE DATES 15199 AND 4. PROPERTY CORNERS ARE TO BE FLAGGED PRIOR TO PRECONSTRUCTION PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, 2. THE SOILS REPORT TITLED PREI IAA_ GFOTFCHNICAI IN cT_ MEETING. DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE ALONG WITH AN UPDATE REPORT DATED 4/24/03• ALL 4 - LOT SUBDIVISION GASCONY ROAD (4095). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE F PREPARED BY SOUTHERN A IFORNIA co c N C. GRADING THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADIN U IF D C EACH RAINFALL, DATED 8/ 99 AND UPDATE REPORT BY SCS&T DATED 4/2,4/03 1• ALL GRADING SHALL BE OBSERVED AND TESTED BY A ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL QUALIFIED SOILS ENGINEER OR UNDER HIS/HER DIRECTION. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER SOILS REPORT FOR IS PR AVEBEEN ORPOR ATED IN THE HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH GRADING PLANS A PE GRADING SHALL BE DONE IN ACCORDANCE WITH THE PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS STABILIZED WITH PUNCHED STRAW INSTALLED IN 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF REPORTS AS REQUIRED AND WILL DETERMINE THE ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SIGNED: SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA BY. DATE: 1/13/04 IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE GRADING OPERATIONS HE/SHE SHALL STATE THAT DEPARTMENT OF CONSERVATION. QSPFESS�, RCE NO.: 36037 APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER RCE NO.: 50344 EXP. DATE: 6/30/05 veMO�y •+( EXP. DATE: 6/30/04 CONJUNCTION WITH IMPROVEMENT PLANS. HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION ALL E HYDROSEED SOUTHERN CALIFORNIA SOILS & TESTING MARTELL B. MONTGOMERY SOU ERN CALL STREET 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE LA COSTA ENGINEERING �' No. C-50344 ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT GRADED 6:1 (HORIZONTAL TO VERTICALS OR STEEPER WHEN 1950 KELLOGG AVENUE # 9W. 0-30--W SAN DIEGO, CA 92120 * (619) 280-4321 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEY ARE: CARLSBAD, CA 92008 ` CIV0. SCS -4 22.1/#0311069 REQUIRED TO PROTECT ADJACENT PROPERTIES DURING THEIR INTENDED USE. a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. (760) 931-0290 �� GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED b. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS JOB #2003006 ENVIRONMENTAL DATA: SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION = PRIOR TO GRADING. PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE RESISTANT CHARACTER OF THE MATERIAL AS APPROVED LEGAL DESCRIPTION 1) STEEPEST EXISTING NATURAL SLOPE ON-SITE 33 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO BY THE CITY ENGINEER. 2) MAXIMUM VERTICAL DEPTH OF CUT = 4' MONUMENT OR BENCH MARK WHICH IS DISTURBED OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL PARCELS 1, 2, 3 & 4 OF PM 18621 REC. 1-10-01 AS DOCUMENT NO. 3) MAXIMUM VERTICAL DEPTH OF FILL = 10' DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE 2001-0016828 IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. REGISTERED CIVIL ENGINEER OR A LICENSED LAND UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE 4) AVERAGE DEPTH OF CUT = 152 C.Y. x 27 0.6 SURVEYOR. CONTROL MEASURES HAVE BEEN INSTALLED. HYDROSEEDED GROWTH. OWNER'S CERTIFICATE 6440 S.F. 5) AVERAGE DEPTH OF FILL = 1187 C.Y. x 27 = 1.9 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 17211 S.F. ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL SID. DWG. RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND SPECIFICATIONS. ALL VEGETABLE MATTER AND 1. SEED MIX SHALL CONSIST OF NO LESS THAN: GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF LEGEND QUANTITY FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY ' WE a. 20 LBS. PER ACRE OF ROSE CLOVER THE SITE. PER 20 LBS. R ACRE OF ZORRO FESCUE REGULATIONS. CONTRACTOR FROM THE SURFACE UPON WHICH THL FILL IS TO b. LA COSTA ESTATES, LL 0 E 0 PROPERTY LINE BE PLACED. LOOSED FILL AND ALLUVIAL SOILS SHALL BE C. 3 LBS. PER ACRE OF E SCHOOL CIA CAUFORNICA EXISTING C13NTOUR B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) REMOVED TO SUITABLE FIRM NATURAL GROUND. THE d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA - - MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE EXPOSED SOILS SHALL . 3 LBS. PER ACRE OF ALYSSUM CARPET OF SNOW SIGNATURE !° RETAINING WALL BY SEPARATE LL BE SCARIFIED TO A DEPTH OF 6 AND ( ) DATE: p 3 � � ( PERMIT) CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE f• 1/2 LB. PER ACRE OF DIMORPHOLECA PRESID5r 12" PVC DRAIN PIPE NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, 9• ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE ❑ HOLIDAYS. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH OMITTED ON LOCATIONS WHERE THE AREA BEING EARTHWORK: 12" PVC CATCH BASIN SPECIFICATIONS. HYDROSEEDED IS NOT VISIBLE FROM EITHER A CUT SLOPE (2:1 MAX) FOLLLOWILOWI NG G PEOPLE PRESENT: CITY INSPECTOR, CIVIL 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PUBLIC STREET OR RESIDENTIAL STRUCTURES. CUT = 152 C.Y. P MEETING HAS BEEN HELD ONSITE WITH THE 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED FILL = 1187 C.Y. FILL SLOPE (2:1 MAX) _ GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITH A NITROGEN FIXING BACTERIA AND APPLIED _ - ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS DRY EITHER BY DRILLING OR BROADCASTING PORT XPORT = 1035 C.Y. f---- - PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY BEFORE HYDROSEEDING. REMEDIAL = 2667 C.Y. LIMITS OF GRADING WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY L ALL SEED MATERIALS SHALL BE TRANSPORTED TO CUT/FILL LINE (760) 633-277Q CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THE JOBSITE IN UNOPENED CONTAINERS WITH THE TOPOGRAPHY 370.2 EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH AR CALIFORNIA DEPARTMENT OF FOOD AND FINISH ELEVATION ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE ._. 10. PRIOR TO HAULING DIRT CONSTRUCTION MATERIALS TO LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, TOPOGRAPHIC SURVEY PERFORMED BY LA COSTA ENGINEERING GRASS-LINED SWALE FL - DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE OR PRINTED ON SAID CONTAINERS. DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ON FEBRUARY 6-10, 1997. THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE SANDBAGS 000000 ADDED TO THE HYDROSEED SLURRY AT THE DEVELOPER SHALL COMPLY WITH ALL Y IMPOSE AND 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE DISCRETION OF THE CONTRACTOR. p PCC • . °. REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH Underground Service Alert • ' •:• ' �• 'I° REGARDS TO THE HAULING OPERATION. MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN CONC. DRIVEWAY SDRSD G-14A 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE Csyall . TOLL FREE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY FINAL RELEASE OF SECURITY, AN AS-GRADED CERTIFICATION APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT 1 -800®227-2600 25X SLOPE AREAS FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY N0. 1433-G HAS BEEN PERFORMED IN SUBSTANTIAL DISPOSAL OF ANY SUCH MATERIAL. SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT PUNCHING NO LESS THAN 50X OF THE STRAW INTO THE SOIL. TRENCH RESURFACING C-24 CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS D. EROSION CONTROL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE EXISTING SEWER SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SULFATE, 16-20-0, WITH 15X SULPHUR APPLIED AT THE TWO TPORIQNG DAYS BEFORE YOU DIG . STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH AT ( ) REZA CHERAGHALI 858 699-4199 24 HRS./DAY. RATE OF 500 LBS. PER ACRE. PROPOSED SEWER MAIN S-11 22 L.F. - GRADING OPERATION. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO & AMERICANS WITH DISABILITIES NOTES SEWER LATERAL S-17 4 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE HYDROSEEDING BY: B. NOTIFICATIONS MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. H ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR 1. ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED BELOW MAXIMUMS ALLOWED SEWER CLEANOUT S_g f�l 5 ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT BY THE AMERICANS WITH DISABILITY ACT ACCESS GUIDE (A.D.A.A.G.) IN ORDER TO ALLOW 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION A COMBINATION OR FOR CONSTRUCTION TOLERANCES. IT IS THE CONTRACTERS RESPONSIBILITY TO PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. a. TRACK WALKING SLOPES STEEPER THAN 6:1. FAMILIARIZE THEMSELVES WITH A.D.A.A.G. AND IN THE EVENT THAT A DESIGN QUESTION OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE b. RIPPING AREAS THAT WILL NOT BREAK UP USING SHOULD ARISE, OR A FIELD CONDITION BE DIFFERENT THAN SHOWN ON THESE PLANS, BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR ITEM "a" ABOVE. WORK SHOULD CEASE AND THE ENGINEER NOTIFIED SO THAT AN ACCEPTABLE SOLUTION EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING CAN BE DETERMINED. BATIQ ITOS THE CONTRACTOR IS REQUIRED TO TAKE DUE INSPECTOR. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR 2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING LAGO N PLANTING BY: TO A.D.A.A.G. ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM S Go UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE a. ADJUSTING THE SURFACE SOIL MOISTURE TO DIMENSIONS AND SLOPES AS CALLED OUT BY A.D.A.A.G. ARE SUBJECT TO REJECTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. PROVIDE A DAMP BUT NOT SATURATED SEED BED. BY THE CITY AND MAY BE REQUIRED TO BE REMOVED AND REPLACED. SITE THE FOLLOWING OWNERS OF SAID UTILITIES OR 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROS! 1N b. THE ADDITION OF SOIL AMENDMENTS, PH 3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR 1-5 Z STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ADJUSTMENT, LEACHING OR COVERING SALINE MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUB-CONTRACTORS DURING s W Q NOTIFICATION OF COMMENCEMENT OF WORK: ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. GRADING AND CONSTRUCTION OF THE PROJECT, THE CIVIL ENGINEER OR SURVEYOR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. HYDROSEEDED ASSUMES NO RESPONSIBILITY FOR FINAL ACCEPTANCE OF A.D.A.A.G. RELATED ITEMS chi O Z ROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A OF THIS PROJECT BY THE CITY, ANY OTHER AUTHORITY, OR OTHER AFFECTED PARTIES. > v a. SEWER - LEUCADIA WASTEWATER DISTRICT (760) 753-0155 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LA COSTA AVE. b. GAS & ELECTRIC - SDG&E (800) 422-4133 COMPLIANCE WITH THE A.D.A.A.G. CONSTRUCTION REQUIREMENTS WILL BE THE SOLE `^�`^� 0 Z C. WATER - SAN DIEGUITO WATER DISTRICT (760) 753-6466 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS. ^' SKI �' Li r' AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ��v G a 0 d. TELEPHONE - PACIFIC BELL (800) 422-4133 CONDITION. AND ALL SECURITY RELEASED. ° > d c� cO1v ®. CATV - COX COMMUNICATIONS (800) ��z2-4133 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ' o M F. STORM WATER CONTROL BMP NOTES 0 -� ow ") ENCINITAS FIRE SAN DIE 0 CADIA WASTEWA SEE NOTES, SHEET 3 OF 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE .1 PROTECTION DEPT. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF WATER DISTRICT DISTRICT G. SAN DIEGUITO WATER DISTRICT NOTES CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONAS AND LEUCA DIA BLVD. CA RI c J 8 CD PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE REVIEWED BY: REVIEWED BY: REVIEWED BY: SEE NOTES, SHEET 3 OF 4. LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM 5/26/04/ _ a/zdoR •Pr2f'i° a D H. LEUCADIA WASTEWATER DISTRICT NOTES ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE VICINITY MAP LIJ VALID FOR 2 RS DA VALID FOR Z YEARS DATE VALID FOR 2 YEARS D�Y SEE NOTES, SHEET 3 OF 4. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY N.T.S. Q ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. A m I T Z REVISIONS APPROVED DATE REFERENCES 3Anow BENCH MARK SCALE CITY APPROVALS OF I S ENGINEERING DEPARTMENT DR WING N0. t�tl Y 0 ON: MONUMENT "WHITE" LOCATED 0 .SIDE OF GASCONY RD. & 130' S DEPT• PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D gppR �V)HE N. BNDY F LOT 14 CREST A RES HORIZONTAL 1" - 20' LA COSTA ESTATES GRADING PLAN Ld OOMM 201F9 13-1/2� BRASS DISC IN 12� SQ. R EWER Y DATE: 3 03 BY: BY: 1604 - 1698 GASCONY RD., LEUCADIA, CA. 33- G Zv)Z LLJ CONC. VERTICAL R.C.E. N0: PARCELS 1 THRU 4, PARCEL MAP NO. 18621 500 EXP.: 6 30 05 ®ATE: 7r f /o LI pgTE; x/6/04 64.29 oAnIM: CITY OF ENCINITAS A MARS e. M ERY WORK PROJECT N0. TPM CDP 94-062 PC,98-54 PC 03-047 DR cDP SHE T 1 OFX WQO- Vol" FOR OFF-SITE IMPROVEMENTS, 6" ACP WATER MAIN NL8 / CO GEtP'0 Ila SEE DWG. 5974-I. REF#82-105 CAUTIONIII CONTRACTOR SHALL FLAG AND PROTECT THE EXISTING SURVEY 12" ACP WATER MAIN # MONUMENT TO THE SATISFACTION OF REF#82-105 PP THE CITY ENGINEER. j' ° MIN. S P NOTEi 6" ACP WATER MAIN N06050 50 W REF#82-105 8" VCP SEWER MAIN "' ® 1$ENCH-PAC CITY H f r 14P PROTECT EXIST. 10" WATER MAIN FH ® EP, "�� S RESURFACING PER •.DWG°(T� v W.M. AND O/H OF ENCINITAS STD 7 f f SERVICE AT REF#82- GRADING PER ADJ. PROPERTY ® ° ' , CONST T 12' X 12' DRAIN BOX USE SSOCIATED i PP G ® ® 0 50 4L G STF!=ET PA AY DRAIN GRATE TO PICK UP WA i ER AT END W PL " ''Z�1 q0° 6885° b• . e BROW DITCHES. ' PPS yr • ® S ® I �� ® ANDSTRUCS. G3�& U. 5974-I 18 W r f. t e CATCH BASIN EP EP W ® EXIST. AC CURB G f N G_14A P - & SIDEWA r.m • e FB- a S ED PER • f'. : , ,, DWG, NO 5974-I 1 A 14A d° MH - r a ° _ _ a ro a 2 _ 310.9 �. - 4 yJ/yIYA. TAPER ® 308 10 L EXISTING _,_,._ Q r—� -_ r •1 e � 3� ° ' G GROUN C& SIDEWALK O HE DRAIN, 3 20 x 'W HIT TE CLASS G 0 N 0,• .E 6' PIPE EX C�0 ,dP G .,. NO Of 83 0910 3� 3 ,d°. �-' .-'" �. ' ' !'° ,a' " N 12' CB + -RAP W 3'x10' PUBLIC_.-ACCESS-'•-EASEMENT •;.. ,- �,,; P d• '°.F'` =p •• ,•• .�,-' EX• S� TEL --_---GRANTED""TIF THE CITY OF ENCINITAS PER a ° 9 . ° 'r"b' ' $ W 12' PVC ACO TRENCH DRAIN -- DOC. NO. 2004- 0(9® 520 , REC. -,29 - 6 3 _ .. , .r >® P PE ESTAL d <. ±.,. - n"GR.._8. WIDE! - _ .., d -: o+ o STORM WATER POLLUTION CONT�OL _..__. SS GRATE, CLASS C, ,. 3 • _ i "fo S SS C, '<• 5 %. ✓ps ° °` '• C e WEST PROP. LINE) DROP STRUCTURE d e " 0 298 ' :-- _.. .. ° 1y ° a .;.,..., ..r 296 ., � '. :9A _- ✓'�� •"`'' ° d •M ° rP•• "� t... sII, GT •• V per. �.w a ,w. ° •,..•- & t5 d f��- ....,r,,... ,' •d..'-• Q •...,.._..a....: • � ': e'"� °E� °° S , C-L-A33 � ,��,��e•.. 98 ..�° •i�__ , 't= .• a •5n • , y .•.--- - 294 _ACO TRENCH �� •� WIDE! 'bSde',ar" !••,r2�9 90 ✓ SS GRATE- �Z , •.v/ti _ . • 4�-"SE` `°"" LU• 1,0' 1_Q' v "889,75 � Y ° TBA e 1 298 a:. . _ °aotiv e°. . N ° e a ° . P. d�• ; � d cn _Dll _ ° ~ 1 ® ...A , • e III® I_ ._e .s .rt% N, a, v�.. ,�� ,.._�. �... 5 C N, .w 4'� 286 9 �os 1ALL ' *�" F AL N ~N z,c` \ e"rte. • � �5' .. • e Ztu • _.°.;_. . ' .. •• \ 9O SSG p.1 / 1�. ' A ' rl�' � v L � II 5 ° a d �+ 299 7 2 � 9 ° L'" 4 Q 1.•B !_Q ALL. ,_O. �_ .. PeEe ' .,_...--29 •e "v, ' •.•° � AA_ . Y ro \ '- � .? 90 GF 292°75 � ".�a. c8�., BASS LINED SWALE oN WA1,1 a Q. a` w �.. 0 p"cl G z - ° t g . v. < R N. CB p 29225 2+_8• .,"�.. tEr< 286 w .,v- - N LL 280 ,r ,� b P E, W _ z 29 1 - W AEI.. Q . 292 < k,. .� SEE z ,_ ALL v ,.,,.� w �� ,,,,.r " ti 290 + WALLUL 300.5 A w 1 290 GF 293,25 H ,-0 --- ., 288 w a ON H LL 290.5 �,:, w G_, P L,J m � �!?, M 288 . H P.E. 292,75 WAL a�. � ,� w_. .._.? _..__ _._ _ c+ _.._. _ .. _.__ ._.. . / .'/ ..--�"'� SO . .:5 J CB .: ° o- 4,_0. � 284 Ar+� � ___... _ _-______... . ./- _ .,,,� �-."- �� ►� �`r,,- 1,C .�/ / / H BERM AT �� n ; ,r �, o._ _. W < w. TOP S❑FUSLOPE TO H PREVENT -,..- a. 1� 4 WALL v�,C �� szF � A = { � ° .. WALL 8- _ - ATER RUN❑VER, i ¢W N `I m v. 290 _ _. r WA < _ ,__ ,_,., L - a: i� rv- 2 r r�'v / �� °, '` Q 1( cv, VIJ.. y lv�.r. .. N C _ >a - S— rl I> tom. w j _.a-.. --s•. 3' SQe .� H ti• __ _ � �,� .,�...� �'� w ® f 4r. o 0 4' ROC / m n_ EXISTING ROUND . v 7 �q .� E 2 r cn CTY e A P V / • / / YJ "" •" - s / CIO, / z _.._ �,... - Y ---'° TYPICAL TOP OF SLOPE BE M "' 280 � / • c9� / c:;. _ 276 O Ucb E _ _ 2 J. 74 ' 6S� " _ 1 - 6 A ACL .- 8 ON .°� R-C� ,..._P .�Qtib3 - _ — TED .F 7 "°• 278 ---6.. �.. CIO. ° F13RDPERCOLATIO OF O co - - 27 `� 6 - _. ---�" � DRAINAGE WATE 2 �._• ''_r Q I ;. E �.. � .. " � JPAR1= .. MAP �'� 1 1862. 15, �d _ / / c < _.,.._. .. 0, ' 1 <,:. I6 101 / / 126,13 <i /� � �; n -__ r _ �° _ �,0, - '" / / / / 10',.`' / — AREAS DESIGNATED FOR f / / CA. y 15 / / / / STORM WATER POLLUTION w . CIO / / m SEWER CONSTRUCT 9 L.F. 6 PVC SEWER 'g - / r� f{ S QB/ "'' CONTROL. PARCEL a. 1 L RAL CTY 15 ._ NOTE: OFFSITE PERMISSION LETTER / , / e r EXTENSION w/ CLEANOUT,(SLOPE / / / / REQUIRED PRIOR TO TRENCHING AND,^ ,�.., •.' 1 5'X10%' ,. _-._..._-__�y�t,;� .__._ CIO. °° ' •.r.,-,-- 10 / / / /" CS � •� PLACEMENT OF OFFSITE DRAIN AC I NS. / / .. r-.. DIFFUSER _w. ..,_- _._ w.r.. r,yw ,,.s _ 5� 494°56' �� 12° ATCH BASIN CTYP,) a�a� N❑TEI OT COSTORM NTROL PURPOSES,A f 6 ROEK Z DOLLUTION PIPING AND VC DRAIN PIPEMODIFICATIONS,/' / EXIST. 5 DRAIN _ _ __ ry S05 5130 C N L ROOF DRAINS JOIN 12 s / EASEMENT PE M18621,_ 15r (TYP• ALL) y M 10 , _-- l aLaG AREA LPRIOR HTOGCOL ECTD]N LANDSCAPE INTO INTO 18' HEADWALL AT,-END �rq p/ / 10:.,. / WALL 12' PVC SLOPE PIPE A STORM DRAIN SYSTEM, �_ _21 _.. OF NEW D-75 EXTENSION, T' v"._ -- RET. WALL o I.E. 251.0. 12' PIPE / / __= -1' 10'x20' PUBLIC TO PARALLEL D-75 / / SEWER EASEMENT NEW PAVEMENT SECTION N PER CITY OF ENCINITAS NEW IMPERVIOUS SURFACE ARE , = 15,776 S F rn 1801 +/- OFFSITE ,.f ."=-� � �'° � GRANTED TO LCWD PER DOC. NO, �� E ' ' UNTIL LE, IS MET. r"" WALL EXIST. 10 PRIVATE 2000-0490548, REC, 9-13-00. STANDARDS (SE GENERAL ¢� �"""��"` lF SEWER EASEMENT a aLaG NOTE #2)e MIN. SECTION Z EXIST. D-75 WITHIN `"" y r; /F .. SKYLOFT OPEN -r SHALL BE 4' AC OVER Oc0" '`" c° °' 28'x36' PUBLIC SEWER EASEMENT O_ a SPACE EASEMENT GRANTED TO LWD PER DOC. NO, 6 AGGREGATE BASE —7 E W y ' HLDG 2004- C 1`ash I , REC. (o - 3 -04, 16' J 4T Z 4 EXIST. 5' DRAINAGE EASEMENT / 2T R. W. 0, v PER PM 18621. , EXIST, 6° VCP 8 --°-�® 8 5= 17' z SEWER MAIN w/ END CAP /+_ ' + W E.P.CWD SPEC. #12, PG,17; E/17 � �-13 1® - Q ° o '•• 2% 2% GE C&G 2% 2% c FESSiq:,_ ® °� D-75 EXI NTO I NEW MIN. 7' D-75 EXTENSION " e `Y BURG RD. ROW, i� INTERSECTS EXIST, D-75 AT APPROX 30 DEG. ANGLE, """ NEW 4' PCC ® W � SIDEWALK REMOVE AC BERM VY 20 0 20 60 & SIDEWALK EXIST'14' A.C. No. c-50$44 o c ENCINITAS FlRE DIE IT 4' PCC OVER NEW ON SUI ABLE BASE. °'J0'06 * _J h PROTECTION DEPT, WATER DISTRICT Scale 1 " = 2 0 f t 6' CLASS II BASE PER 5974-I 1Y1� REVIEWED BY: REVIEWED BY: PRIVATE DRIVEWAY GASCONY ROAD A A u TYPICAL DRIVEWAY SECTION N.T.S. TYPICAL STREET SECTION N.T.S. Q VAUD FOR 2 YEARS DATE VALID FOR 2 YEARS DATE Z IIESIM171) 17'1 rjr4xm Ell? REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CITY APPROVALS CITY ITA NG NEERIN DEP RTMENT D AWING N0. �' � "Z noN: MONUMENT 'WHITE' LOCATED DEPT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR W� N W,SIDE OF GASCONY RD. & 130' S - LA COSTA ESTATES GRADING PLAN 1 33- G ZW W OF THE N. BNDY 9F LOT 14 CREST ARRAS HORIZONTAL 1 - 20 REVIEWED 8Y: ®A�; 3/03 ®Ys /� 9Y: - MAP 2019. 3-1/2 BRASS DISC IN 12 SQ. 1604 - 169x3 GASCONY RD.. LEUCADIA• CA. _0! . R.C.E. PARCELS i THRU 4, PARCEL MAP NO, 18621 Ono CONS RECORM FRN: VERTICAL � R R. . N0. 6/30/05 DATE: 7L j %2A DATE: APN 254-171-24.25 W Q� AnoN: 64,29 ®AZUM: CITY OF ENCINITAS DA-iE MARRML ® M Tc0my WORK PROJECT NO. TPM/CDP 94-062 PC 98-54 PC 03-047 DR) CDP 27 Al 6" ACP WATER MAIN FOR OFF-SITE IMPROVEMENTS, NLa• , �� T��pF GRPBE (� 9R SEE DWG. 5974-I. REF#82-105 j ,�9 jGR9b� P� pF CAUTIONIII CONTRACTOR SHALL FLAG � .2l j� hi S1fl AND PROTECT THE EXISTING SURVEY 12" ACP WATER MAIN ' MONUMENT TO THE SATISFACTION OF REF#82-105 pp THE CITY ENGINEER. 2i Mi 6" ACP WATER MAIN N06°50'50'\4 "" � `_ W /f � N S( 2" �— NOTES N' SL17pE REF#82-105 8" VCP SEWER MAIN IgENCb B H `p A� p -- AC CG1Y PROTECT EXIST. 10" ACP WATER MAIN FH �� EP 5 RESURFACING S?D:DWG.(TYP G�14P J� / W.M. AND O/H REF#82-105 PP G _ --_ OF ENCINITAS , DING PER , / SERVICE D . PROPERTY ❑ 0 ' '50 V1 - G ST?EEf GRADING ° / CONSTRUCT 12' X 12' DRAIN BOX USE ASSOCIATED ❑N R —f_ CONSTRUCT NE G & 5974-1 " " r .' p' 6b85,e/��, 3p4 f PARKWAY DITCHESRATE TO PICK UP WATER AT END �PP4 .._ /\ I na vl w __ �'] ("1 CATCH BASIN EP _- - EXIST AC CURB G ��. • ~ G_14A .p EP —_ S & SIDEWA �Q N ®•� ` a ED PER sD . MH G-14A N06.50 150'W DWG, NO. 5974- a 37' TAPER 2 ' °Ft'! SIDEWALK "d 4 . . _ __ _ --- ° od�08 °� �� f \ � A TRENCH h'i4IN,f .51-01L ' 0' EXIS7INi -C&G, 'WHIT ' .� � _._ 303 r ,._.r O,. D GROUND ' • -.,�,..,.•?�� N m � , � 0910E �.-""•,/ �Q 30 :•3�,.°' �j' ® . ..• e' JSS2GRAT7= CLASS C; � 0 , 4A •-�� 3' 3.00' •\• : i' X G&G a G o-�a`� 110.35' _ 30610'O,PUBLIC ..AGCES5-EASEMENT .,i 308°a F 306 -- °�°304°":'e 'may f '' I 2 6 4° ' f °� i N 12' CB -RAP 6 iPIPE TEL .;.4 ,' a ACO TRENCH DRAIN,_ _ - ____. -,GRANTED-T D—THE CITY OF ENCINITAS PER =�- ' � _ _ . 11'" ' ' -r°"F 1 "P� i '•° 29a , ,�P ° ° DOC, N 2004 , REC. 3 302 - 4o. i°1�- `.n' ' P PEDESTAL d • r3`. d SS7GR',..8'.WIDE; ° 3p4 ` " ° SSO TR SS C ° 2 ° 3. 0° � 4 . 8` STORM WATER POLLUTION CONTROL 3��dp SS Cif?ATE, CLASS C. - .. ___.,_._ / ,° 3 8 G/IDE �� `L92 ° �� ✓c�_ • a� E C 2 WEST PROP LINE)- ° DROP STRUCTURE ° .d ° r.m"".'.- tl /d!0� °e 'i� 1. Y'� - "r•srT wn"""' ° f ° dr� (• yy • ^. 13.. A :•.• ;,' ° _ _AEO-TRENCH DRAIN; pQ° '. 3 Q" " r 94 -°°°•^ 294 `" �Y_ °'r i' � 1 °°° 4y FG200, 8 IDE, \.._ _;at.�°---°-�' � � •' s ° •'� ' •�94• <� G 9< r...--"'"� 0 29 - `"' ~ 12 ", `�" A c.�2 SSe-GATE c'9 a �., ,:• --- Z s[_ :a._. s¢ f � w_ ... LINE a �' 903 , + 30, •• �'^ v, ' ' �._..____ • < °• , �;� � _ B`A�K ... •. 3 /..0 v pF - 289•'15 cn j� i~�r' SETBA � � - •-�e 1= ° ...__..._ •.°.• if - _ y� `° - 0� - � , q 4, .- r+- L 29 ,I L .• < _--_�`-°_ < B�" cn ° °2� ,�� ,/ ° • ° 4' SETBA , . �' 1L 2B� T-- °w'Q.' '-' 1 ,,. , v: ,,,,.s A1- A ... �� m,�y °'L ;'. � C0. N •• F K 92 1, "0� 4 .0 86 I- o GF 39O 2 < n; i � 0 +t £ ° � ' . .�• .:....-- � •-. • •a • ' • •' �� _ • . ��. ALL" � 29� o /..g��,� .....:299,. .. -�: .. ,• n _ � °- ti , A WALL° " �~' p.E, 299,75 2,weo� _ _._.:. a_--. �W 28 ° INE � --. <9°__...___... 9 �8 < 282.Vi N '�� rF� T'p ,. ,a _ •p /+ j0 a . 1 .O. .4 .� �. • �/i ° �'. ..IrR.•--•err'.-T I.EAL -^-^' )_ , GB '�,,.r' 4 AL £" - GRASS—LINED SWALE 4 N ® > MALL /_ „ ro d. _ c0 Z o GF 292.75 �a z ® A -� N.CB L '� �' °� a m P.E. 292.25 < CB CB 2 - ' H r w W L �� X ii" UL 2905,% 2 J � e r 2a3 < W g t� 86 re a 294 1 0 n _ r. _ w _ r- SEE z 14 a 1 77 n �n v ° v _ - ALL 9 ;� v EGT t W_ c�29c`' 4'-0' i°� WALL <v W L v •"� ` 1'9$ v m, ,. a9p �' ALL = tE. r t UL 293 Q . 2g4 �° WA4LU�300.5 i° a GF 293,25 2288 11'-0 C3 H 2;9.5 Mfi 75 WAL r, W <.WAIL r- CB LL v, .� , , 21!< v, p E, 292. `Y _ m A LLI ,. , . ._------'^--'". ,� °< 1 "" c' ... c ! 4'-0 A 28 HS EI c __ H __. ...._ - < - ..� - -°` - ,,w / ° ., ,.� - -'' ° / CB7 / / / _L CONSTRUCT a A Fi . - " a i -4 WALL yCB...,_. _ Z d / /.. .. ° i " H M MALL -UL`23 co a' _yW+ _o % -°` i ATER RUNOVER. 2 i „ vp L -� 284 ""a-" r 282 / / I a .0 z N 90 A < _ 2 3.5 __.. . `" r- ru - ° y_ / / / / 1 _0 _ W Li '` 1` llIEFUC R/ � � �_. _.. � ----°"'`...._..._-.-_•_�..-,_.,.�-- � � �� f ® /' i 1 .-77 ' 3 SQ. W r) i L - / m y - H /L / / -°P AD G / / ;-,, - e / / / . GO EXISTING _.._._ �2 OD / C.O. ,a C.O. �..� .�.._-- e -�- —... — y-- / / % ,, _ . . �, '°° 2�s° _ Q , TYPICAL TOP OF SLOPE BERM / CD ° • tc'eo / _. __ 7 ° 276 «_....r' -.�.^ •a. `n y�" � 274.✓"°" y� � ra. .°-- � t- 28 8 _ ... - y. I a f,_ °"I'C P A '° .. '� -r.=- nl �' - LANDSCAPE AREA DE G , AC , ' --" P A Rf L_ � 3' b2 FOR PERCOLATION OF�OTED ,� 2 - L .A e° ° ,N. �1 . _ rlbb N _ DRAINAGE WATERS. �� _ «� _ d a 0.68 A '"' - / A „ ....��,.- r-°-.` , 6a .p (3plcs�A1. SEE .__. ® ✓' <.;�c �° " 0_.6�—IyCf �,�, „� _ — 4y� P A R '� M v I 18 6 21 9 ° r- /' 26.13' • / / / / - AREAS DESIGNATED FOR CONSTRUCT 9 L.F. 6 PVC SEWER --_ - C D h ® STORM WATER POLLU ION NOTE, OFFSITE PERMISSION LETEf2 ,✓ % / / i P A R C E 0 AC � 1 LATERAL CTYPR, - S OPE ION2w/ CLEANOU T. r 5� ry C S �0 1 ' f°� 5 3 3 �, LOWER TO THAN ADJACENT CONTROL, P PLACEMENT IPING AND D 75 MO IFICATIONS !'yam / °"®gam, SyP�• A y_ ��fl '�` "/ - " /a — _/ q 12'CATCH N N �O�o ADJACENTLTOP OF WALL REQUIRED PRIOR TO TREVCHING A 1° b < BASIN CTYP> �L r sE� sHe�s 5. _ -_ 494.56 �, M ti �` -- - - - 5 S05 5130E c' 2 �o WHICHEVER APPLIES, NOTE, FOR STORM WATER POL UTION / / EXIST. 5' DRAINAGE , "CT d�JS / _ - - �6 s r Zb1�-� i + N N CONTROL PURPOSES, JOIN- 14 P C RAI P E� f RO F DRAINS IN 18' EA AL ftND s / / EASEMENT PER PM18621,.r- r� ;�CO '°' 1. LL 3� " 2 • BL� SHALL DISCHARGE ON LANDSCAPE O NEW -7 EX E ION. / / R WA MIN. SLOPE 1% A STORM DRAIN SYSTEM. ION INTO 12 PVC DRAIN PIPE TYPE C4 SDRSD RETAINING WALL (TIP) AREA PRIOR TO COLLEC 2 0. 4' IP / / ° ° \ o+ RET. WALL co TO P RAL EL -7 ATE % ~° ° 4/g LL EXIST, SO PRIVATE GRANTED TO LCWD PER DOC, NO. \ n tiff PER CITY EOFNENCI ENCINITAS NEW IMPERVIOUS SURFACE AREA = SL E, 0' /- OFSITE MIN , / r 10 x20 PUBLIC SEWER EASEMENT e U IL .E. S T. r 2000 0490548, REC, 9-13-00, STANDARDS (SEE GENERAL SEWER EASEMENT n PER PM 18621. BLDG 15,776 S.F. EXIST 5 DRAINAGE EASEME E ST - THIN k� I NOTE 42). MIN, SECTION YL T P i` �` 28'x36' PUBLIC SEWER EASEMENT F`�� SHALL BE 4' AC OVER Z o PA ASE ENT ' GRANTED TO LWD PER DOC. NO. �qo �� 6 AGGREGATE BASE. O lF BLDG 2004- REC. - -04, EXIST. W �i BLDG 14' PVC DRAIN PIPE S- Y �s -'- 16' 47' W / 27 20' MIN. SLOPE = 1% iA R.D,W. TYPE C4, SDRSD EXIST. 6' VCP %, rte` �i`n 8 8 a ,• / r'° RETAINING WALL, SEWER MAIN w/ END CAP 5/_ f----13't 10' t iz TAN, SPLIT-FACE LCWD SPEC, #12, PG,17, E/17 Sao , NEW 6' `C PL may,} 2% Zi G C&G 2% 2! E.P. QRO>: Q w D-75 EXITS INTO / 4 I / . O "K +/` _.. _ NEW MAN. 7 E-75 EXTENSION 2i1 _ o """ ,o D ~ BURGUNDY RD, ROW,--__. INTERSECTS EXIST. GRADING 2'-0' .o -.�.+ NEW 4' PC �' D-75 AT APPROX 30 DEG. ANGLE. _ SIDEWALK REMOVE AC BERM EXIST G 4 A,C. No. C— O m ENCINITAS FIRE SA�1 Qi� IT® SLOPE I MIN. z �r� r & SIDEWALK , ( () Q PROTECTION DEPT. 42 MAX F` 4 PCC OVER ON SUITABLE BASE. Ea Q ' r CONSTR. * J rn n WATER ®ISTRICT 20 0 20 60 6 CLASS II BA..E PER 5974-I ��v��- .- .. REVIEi+'5D BY: REVIEWED BY: PRIVATE DRIVEWAY GASCONY ROAD A - A qsw ph : b/6/®C% Ltj VALID FOR 2 YEARS DATE VALID FOR 2 YEARS DATE SITE RETAINING WALL SECT, A—A SCQl2 1" = 20 f t TYPICAL DRIVEWAY SECTION N.T.S. � ( r \W/ TYPICAL STREET SECTION N.T.S. I � L r�- 1 A5 lJ 1 L� Z rmF REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CITY APPROVALS CITY TA ENGINEERING DEPARTMENT DRA NG N0. ci DRAIN PIPE RET. WALL 10/28/0 LOCAIaN: MONUMENT 'WHITE' LOCATED � • •Z N W.SIDE OF GASCONY RD. & 130' S D UNDER SUPERVISION OF RECOMMENDED APPRO W� SH , T 2 r' OF THE N. 8NDY F LOT 14 CREST A RES HORIZONTAL V = 20' RM DA19: ►�/®4 LA COSTA ESTATES GRADING PLAN wV)W DEPT PLANS PREPARE 14 3-- zW !31 MAP 2019. 3-1/2� BRASS DISC IN 12� SQ. REVIEWED gY: /, DAB 3/03 BY.. BY: 1804 - 1698 GASCONY RD., LEUCAOIA, CA. Of lo•o � � CONC. VERTICAL -J L R.C.E. NO.: 50344 PARCELS 1 THRU 4, PARCEL MAP NO. 18621 1900 FROM: 6/30/05 DATE: EXP.: 11 /5/ 0 4 DATE APN 254-171-24,25 z m= ATm. 64,29 um: CITY OF ENCINITAS DATE MARMI R kON Y WCORK PROJECT N0. TPNJCDP 94-062 PC 98-5 PC 03-047 DRx CUP SHEET A OF A W Qtl _ _ - - I STORM WATER CONTROL ®MP NOTES SAN DIEGUITO WATER DISTRICT NOTES ` CONCRETE WASHOUT 1. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO 1, REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. STANDARD SPEC. ' -) CONSTRUCTION SITE ACCESS 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. a✓ Z� 4) CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 1. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS VERIFIED, ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITH 10 FEET OF 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL .: CORRUGATED STEEL PANELS/PLATES. AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION WRITING PRIOR TO CONSTRUCTION. IActE7L FlIi- BY SAN DIEGUITO WATER DISTRICT. rJ . CONSTRUCTION VEHICLES 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGESAND SHALL f L � s 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER 1. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION TO GRADE ANY EXISTING WATER FACILITY CFIRE HYDRANT, METERS, VALVES, SHALL PROVIDE AS-BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ° ACCEPTANCE OF THE PROJECT. VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE, ALL MAJOR REPAIRS VALVE BOXES, ETC, WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED , SHALL BE MADE OFF-SITE. WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND f EROSION CONTROL C FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL CURRENT STANDARDS AT THE OWNERS EXPENSE. BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES, SLOPED SURFACES ESPECIALLY 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS WATER SERVICES° MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD TH E MONUMENT CHANGE PER STATE C>: AND BONDED FIBER MATRIX. 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE LAW. a i HYDRANTS AND SAN DIEGO GAS & ELECTRIC VAULTS, __.-.___, __-_..__ _. 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE WET WEATHER, 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL SEWER PIPE AND ANY OTHER UTILITIES. 2"104 Q OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE, THEY ARE SERVING. 24. SEPARATION OF SEWER/WATER AND SEWER/ RELCAIMED WATER SHALL COMPLY WITH LWD STD DWG S-2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS - !� CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION }� ,� �.. '. 3!d,! £ CONTROL MEASURES. V #V) SAM Pm. A Mo FIT 4)e 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE LWD SEWER NOTES DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR i ce }+ Z �f t�*L 040 MR m x 4, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY � ` �_ 44ALLg NECESSARY, LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL THE NATURAL GROUND COVER, 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. S i i DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY THEY HELP DECREASE EROSION. ORWORK,OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. -'- PLANNED FOR EROSION CONTROL PURPOSES, EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE Leucadia ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. Wastewater District LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD 27. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOKI AND THE REGIONAL BY THE CONTRACTOR. 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD ARE COMPLETE, SEWER STANDARDS GOVERN. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE - s SHALL EXTEND UP TO A 2"COPPER TAG TIED AND SOLDERED TO THE WIRE.THE TAG OVER Q 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE THE SEWER MAIN SHALL TERMINATE 6"ABOVE PAVING SUBGRADE WITH FINAL LOCATION . FOLLOWED ATALL TIMES WITHOUT EXCEPTION. JUST BELOW PAVING.THETAG OVERTHE CUSTOMER END OFTHE LATERAL SHALL EXTEND W !C j%, -SO . W.4 ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF f()f ON-SITE CONSTRUCTION MATERIAL STORAGE 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2.&3. DOCUMENTS ON THE CONNECTION. i 2.. JOBSITE AT ALL TIMES. I �, 001. 1. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SOASTO PROTECT PIPE,JOINTS, LINING,AND CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN, 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE COATING.THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT 2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. IN PROGRESS. fIV INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS, STOCKPILES SHALL PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEWER QUANTITIES. SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WATER JETTING SHALL NOT BE ALLOWED. TRAINING REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD.WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 1, CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE REQUIREMENTS, THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE, THE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY 33. JOB MIXING OF CONCRETE IS NOT ALLOWEDWITHOUT EXCEPTION.CONCRETE TESTING BY PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS. LWD WILL BE AT CONTRACTOR EXPENSE. REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. .' 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR 34. MANHOLE BASES SHALL BE MONOLITHICALLYPLACED, FINISHED,AND COMPLETED AT TIME (34-W T OF PLACEMENT. GPK PRODUCTS, INC.,OR APPROVED EQUAL,MANHOLEADAPTORS SHALL _ - -- - -` WASTE MANAGEMENT CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO �- - - '^ CONSTRUCTION. BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE - _ - - CONSTRUCTION MATERIALS, DUMPING OF UNUSED O ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. R WASTE PRODUCTS ON THE GROUND, WHERE WATER 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE ` CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS,AND RING SHALL HAVE A 2"BY 2.. 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS PLAN TOTHE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING,BRACING,SLOPING, CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES, DUMPSTERS WITHOUT LIDS SHALL BE PLACED OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN.THIS 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2)AFTER BACKFILL,AND cut WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. CONTACT WITH ANY TRASH MATERIAL. VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRi 3SURE AIR TESTED,AND 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, PREPARED BYA REGISTERED ENGINEER.ACOPY OF THE OSHA EXCAVATION PERMIT MUST TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR ,O CONSIDERATION FOR BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR OTHER UTILITIES AND UTILITY LATERALS. INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY 436-4151. WORK IS COMPLETED INCLUDING PLACEMENTAND COMPACTION OF BACKFILL MATERIALS THE LWD INSPECTOR PRIOR TO PAVING. IN A DRY STATE.ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE 'Am 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL.SUITABLE GEOTEXTILE RECEPTACLES AROUND THE SITE. MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF p 5, PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. T'1PP . N-"LI. CK1. N CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. - - - -- - -- -- --- -" =- 13. THEEXISTEN:;EANDLOCATIONOFUNDERGROUNDUTILITIESSHOWNONTHESEPLANSWAS i '=" - - -- --- - -- ---CWE OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER.TO THE BEST OF r WALL 4"1 LE oU _ o 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. THE PRIVATE ENGINEER'S KNOWLEDGE,THEREARE NO EXISTING UTILITIES EXCEPTTHOSE - 1"'"+ p CONTRACTOR MUST ROUTINELY CHECK SHOWN ON THESE PLANS.ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE UTILITIES OR STRUCTURES NOT SHOWN,OR INA DIFFERENT LOCATION FROM THAT SHOWN n W m ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO * "1^r' • " Z CE PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR � 4' qr U STRUCTURES NOT SHOWN. # f „ ,. v ._ LZ r 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE r " y 1y ' Q c ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY i` + ' . QRO ESS7 N zlmm ,UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. , .-.., _ "-s! u Ak �R Ia� 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICEALERT(800)422-4133,AS REQUIRED � '. . ' } � } " }'. * Ir. _,a Y i � BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. -f{y 12 rte' 4.� f '.fir°} ! ±! ' �'- ' 1' � + No. 50344 U O ENCINITAS FIRE SAN DIE IT : '. , . r - r + Q PROTECTION DEPT, GR DISTRICT 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ' , WA 1 r SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED OF REVIEWED BY: SPACE ENTRY. , . . . REVIEWED ®Y: : 14K SMC1AL OAFV=M�-i�{I i$# i gF�T�s. T® i IIND4 .NEIG ii IN;fit$: W MUM" HE 'T FUMFISID FOB Wa 062tSE 15AW!"t%T3)P OF F00T'Wj TO W04T INDKA'TED IN MWCEM VALID FOR 2 YEARS DATE VALID FOR 2 YEARS DATE Z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING do BUILDING CITY APPROVALS CITY OF EN9NII9 ENGINEERING DEPARTMENT DR WING N0. Y' N W.SIDE OF GASCONY RD. & 130' S N: MONUMENT 'WHITE' LOCATED DEPT, PLANS PREP ED UNDER SUPERVISION OF RECOMMENDED APPRO W(Z 3 N MAP 019. 3NDY 9 8LOT S 14 CREST AQRSOS HORIZONTAL 1' = 20' REVIEWED BY: DATE: 3/03 BY. BY: LA COSTA BESTATES GRADING PLAN 1 33- G zxz Ld CONC. R.C.E. NO.: 50344 PARCELS 1 THRU 4, PARCEL MAP NO. 18621 coo RECORDED FROM: VERTICAL EXP.: 6/30/05 DATE: DATE: APN 254-171-24,25 Z®_ A716N: 64.29 DA7utadTY OF ENCINITAS VALID FOR 2 YEARS DATE MAR7ELL B. M WORK PROJECT N0. TPM/COP 94-062 PC 98-54 PC 03°047 DR, cDP SHE ---T 3 OF w`« __ - - - - - - - - - - - - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - - - - - - - - - - - - - - - - - - - __ - - - - - - - - - - - - - - - - - - � � � - - - - - _-, I � I -- - - I I �, I 11 - - - - - ' - - -_ , ��'� ,_ .STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER I------____ - - 1-1-111,11-_---_-"--,.-..1 i . ?,1, ',�, I !SCHAR OFF - I I � �� :::::� DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF -\, " I NO. 99-08 DWG (NPDES GENERAL PERMIT NO, CAS000002), W STE DISCH m p i % '��' ACP WAIEP - �� . I � 4&�E_WI H SAIDME- Q POLLUTHS0 i I WROVEMENTS, I 11 6 , �,AAIN InN A ITVIIY. IN ACCORDA PE�& A EM HARTER ION PLAN (SWPPP) F�G,R ,'it-I- -_,: i� 1 N�i� ��,,, L - I I __� � I - "ll"ll' �,�`A i i i REF#82-1105 ______1><_ �_>_�_� __ -1) ,� - gn WI! 11111M ENCEMENT OF GRADING ACTIVITEIES, 1 SEE l, �- --, ;, 1 ! ______ _� � 4,1�9 - - I .. ......_,_ '_�, . AND A MONITORING AND IMPLEMENTED CONCURRENT WITH THE COMM I � AND NOTICE-OF-INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SHALL BE FILED I � _11-- �1 L____1___11.1 _111 . 111- 1 .__11__...__j I - -- I ;� I , I , �3 ?,I-- I WING THE PERMIT NUMBER i ___� --- ,�M:---��, ��_ i -��_ , - ! _.__1____,__, - I � __:�� .,_ ` � .0 11 ,_,;51,F- WITH THE CITY OF ENCINITAS WHEN RECEIVEDj FURTHER, A COPY OF THE C13 __� 11, 1::� �,,� I ,!�'- � _�_�,_, FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. If I 2" ACP WAIER �I,I`A;1` I/ .I. "1____,___ -0- p,� - _ ,--:��_�� I 1 lc�3 1 i 1 2 B-AG-mG _�,____,_�:�--- _�' I __ :�_� 11 REF#82105 /_____ �_- 1, 'I �� Is ".......__ " ___� � i. - �__�`,____ � __� M ...� ,NL , PERMIT / -_ -COOKIDAM (TY " I ,-----"- - _:-, - I I --- No-mr Y COVERED BY THIS GRADING -- 1_1____,._1---- __._,�_ '11.,___ % (I-.'-I- I , , ", ____�__ " i3 -- " t. a SHALL COMPLY WITH SPECIAL " _��., "� ___ I ". ____ ------- P.) ,_-__�lit I i -+,----\ _IN.I f,- � _,_�� i PROTECT EXIST; UNDERSIGNED AND SUBSEQUENT OWNER(s) OF ANY PORTION 13F THE PROPERT - , , ____ _� ------ -,,--,-"- I -4dr-1 _� \ IN ADDITION, THE f - __. �� - - L I iuci J ) lo -,....____ _,_____,__ ,--- -1 W,M. AND O/H ��- ii _ :�:,: . - _______,._ I ... NO. 1433-G AND BY THE SWRCB ORDER NO. 99-08 DWG AND ANY SUBSEQUENT AMENDMENTS THERET I P��,i,, ��____------�_- __ . - X� �A , l' -, _1____ - -1,--- -_ ________ _� _� I �0,_ __� FORTH IN SECTI13N C,7 [IF SWRCB ORDER NO. 99-08 DWG, __/ __..._ _�___. � ..---- , � 1�1 " I -- �� " I I _�____��___ _< 1� �_ _ \ -, __ I I ,7 l I SERVICE AT PROVISI13N AS SET ______________ I � 1-1 d � ._ __ I- -- -`v ______ _____,_._, 11, _,.__F1c_R_� _,�_ . I I I /1i I ADi, PROPERTY EROSION CONTROL DETAILS . -1 - ___' _T '. -L�0 ____ '11�1", L_ -------'-___�_ I z_p_---- _ , -Y�7 lu, � I�) A, OWNER OF TES, LLC DATEi ,,v`D�D cw �'61'67 �_,_`___ l __5;p=_��= " -, -,-,---- I�, ;yf� v- T \ -,-,---r -7 _.."C,r,v I I LAN LA�OS _ I I - - ---_-, , __- --.----- 11��,Q;,A 1-l", 11_�__ , I . . / � ____ - ) ",-, !r lz __ _ � c___--- � 117 _�,).-G - . I T' ___ �_-, .n�,' -�---- � �,,� -__,�__ _--�!' \ , , , ,I " , - _ p lii -, - -z- i-�-, l 1 - 0. I/ ___ �mgc-, �,,V,-Jt 'D. - l��=Z�_ __ ;� -_ . 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I� \ - _,�---r� 1 I_�4, , . . . . . ; . - �,�- , ��,- '5��, 1 (n * * . . . . . . � _�,_ - - . . �� ..,,** .+ " * 1-6 .. I ' ' � I � * .4, * .: I ` " - - �0 , � ilt, �z - C� _ � * . , - . . /Ii "I - _" _* * * �� - I .,,_� .�_-� -- , , --*-4- - - . - ,,�. . . . . . . . . ' ,� -------- � . . . . � . .--.-, , - I - - - +.�. . --- - -,� . . . ,��'; .,4 �� ,4 . . I ", - , - �__,�� * 4-!,:!_:_-,*_%_ . - -,+:_t_,._,.:,.! ,-;,-...-.-.-.-�4, � I , co ;y , , , . _ .� . . GAP BETIIIEEN BAGS THREE LA �. I ____�. 1 -*___X7�_� "�, - -f-_ 4;:I�.-�---X-,_��'. I'v� I , I � -I ." I . 0'� :-aj: �, _'��I'Pi PE ESTAL CV ,t5r� ; I --.� :� * * - - . � _,,r-, . _r �I , VERS OF GRAVEL BAGS - � TI: -,. I , " _ , - 'r-C34-GY'NE'�'P __ . . . . . . . . . - - - 4 1 , - �_!��__ __ . . , - - - - - 3�3- -�, --i',--'-- 'T-'--T E L"t ' _-� I l' i A4"_�,--e�-� , � I , a.:,__-,V�.'-..,�.%*.*.- -�. I -.-I . . , ,� , __ ___�� - ,�` , __�4 - _,��4 - - ,,_ _, .... `_ ,i . + . . 1 I I �v . . . .11n� - __- - . ,6 F ."_-,�-- t Z,,l:,�, -�v-; , + � ;:��;� !��-,-�-'. .%*.*.*.w. .� "r 1�_'_ -1 . ,�, " -Mu _,;,!-,�!-� w . / I /. . . . . . . . ,/..+. . -1 "' ' m,, - -�-- . . j,,_,,,, . . . . . . . . I ,� , , -,I ,/- - � . ,.--- . � -, � 4 1 � I I - . . �,.' -:� - _,�. . . . . . - . . . .%:O��- �'_*_*, * -t -- ., I � k�l , 1. I '. � ' * W714 ENDS UnKLAO � " - ,::: � � �05%1. . . _.- . . * .. . . . . . . . . . . . . ./_ �,,j�, �v . * * �,.",, . --.---,- �, . . - L 1� . _� . . . . . . . --v t ., - A. GENERAL 7. ALL EROSM CONTROL MEASURES PROVIDED PER THE DECLARATION OF RESPONSIBLE CHARGE SOILS ENGINEER'S CERTIFICATE 1. ALL WORK MML K DANE 0 ACCORDANCE WITH 11HESE 2. CONTRACTOR MALL NOTIFY THE QTY ENGINEER'S OFFICE 48 APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. HOURS PRIOR lO BEGINNING ANY WORK ON THIS PROJECT. THE UNDERSIGNED AGREES THAT THE WORK PERFORMED BY THE ENANEER SHALL � DANIEL L IDLER A RE'QSTERED OW INCHM 0 THE ST�tTE OF PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PHONE: (760) 633 -2770. a GRADED AREAS AROUND THE PROJECT PERiRAETER MUST COMPLY WITH THE GENERALLY ACCEPTED STANDARD AND PRACTICES OF THE ENGINEER'S CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL CONSTRUCTION. THE DESIGN CONSTRUCTION STANDARDS OF DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL THE CITY OF ENC INITAS AND THE SAN DIEGO AREA REGIONAL THE CONTRACTOR SHALL GIVE 24 MOORS NOTICE ON CALLS SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF FOR INSPECTION. PHONE: (760) 633 -2. ALL WORK OF EACH WORK DAY. CONDITIONS PREVALENT THE D TES SITE WAS MADE OY ME OR UNDER 770 WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO DNCXNITAS. THE ENGINEER AGREES THAT ANY PlJ1NCHECK OR REVIEW PERFORMED BY THE 7 d5&2 AND ,�� STANDARD DRAWINGS. ANY CHANGES OR REVISIONS d ALL IlEMOVABL.E PROTECTIVE DEVICES SHOW MALL BE IN CITY OF E NCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE THEREFROM SHAM BE APPROVED BY THE CITY ENGINEER REJECTION AND REMOVAL MY DIRECTION THE DATES PRIOR TO ANY REQUEST FOR IN ED BY PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) ENGINEER IS NOT A DETERMINATION BY THE CITY OF E NCINITAS OF THE TE"CAL ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, 4` PROPERTY CORNERS ARE TO BE FLAGGED PRIOR TO PRLCONSIRUCIM DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT SUFFICIENCY OR /ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE ALONG WITH AN UPDATE REPORT DATED 4a4 ALL 2. THE SOILS REPORT ?ITLEp PREI K CEMEMPICA N%WKI'G MEETING. THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF - LOT SuappAmOtL GASCONY ROAD C. GRADING ( SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER THEREON. THE ENGINEER AGREES TD INDEMNIFY AND HOLD HARMLESS THE CiTY OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PREPARED BY SOUTHERN CALIFORNIA SdLS Ar TESTING EACH RAINFALL. ENCiNITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED E DED IN T fALL � SHALL BE O�RVED AND TESTED BY A SHOULD GERMINATION OF SLOPES FAIL TO MNIJURY ARISING SOLELY FROM THE NEGLIGENT ACTS. ERRORS, OR OMISSIONS OF THE ENGINEER QUALIFIED SOILS ENGINEER OR U 10. UNDER HIS /HER DIRECTION. AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE OMM AND SCOPE OF SUCH SOILS REPORT FOR HAVE BEEN INCORPORATED IN THE DATED AND UPDATE REPORT BY ,� DATED 4/24/Q3 SHALL BE CONSIDERED AS A PART OF THiS GRADING PLAN. ALL HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90x AGENCY AND EMPLOYMENT AND ARISING OUT OF TiNE WORK PERFORMED BY THE ENGINEER. GRADING PLANS E COVERAGE PRIOR TO NOVEMBER 15. THE SLOPES SHALL BE A GRADING SHALL BE DONE IN ACCORDANCE WITH THE PLACEMENT AND COMPACTION OF FILMS AND BACICFlLLS AND ) RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SONS STABILIZED WITH PUNCHED STRAW INSTALLED IN ZE REPORTS AS REQUIRED AND WILL DETERMINE THE ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND 1A3124 ; & APPROVAL OF THIS PLAN DOES NOT CONSTTME APPROVAL OF DATE: BIZES, LOCATION AHD TYPE OF DRAINAGE FACILITIES, NOR OF SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA - e,ilkpFESSA RC2: NO.. 36037 M�IPRO�VEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE GRADING OPERATIONS HE/SHE SHALL STATE THAT DEPARTMENT OF CONSERVATION. RCE NO.: 50344 EXP. DATE. _ 6/30/D5_ 1? EXP. DATE. B/30 %4 y l APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HYDROSEED MARTELL s. MONTGOMERY r.t Vi ON ALL SOUTHERN CALIFORNIA SOiLS & TESTING CONJUNCTION NTH IMPROVEMENT PLANS. HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, SAN IEGO, ALE STREET EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN 1. HYDROSEEC ING SHALL M APPLIED TO ALL SLOPES THAT ARE 19 LA COSTA ENGINEERING SAN DIEGO, CA 92120 • OR S'TEEi�ER WMHEN 1950 KELLOGG AVENUE � ~` F-�-a * (619) 280 -4321 4 W RI I IEN SMALL BE OBTAINED FOR ANY OF"Fw 1E GRADING. ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT GRADED 6.1 (HORIZ ONTAL 10 VERTICAL NE ANY ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR CARLSBAD, CA 92004 � SCSdcT /99111221 /�03110Q9 ' AKE (NECESSARY PRECAUTIONS THEY ARE. 60 931 -0290 RED ALL T 70 PROTECT ADJACENT PROPERTIES DURING TFtEIR INTENDED usE. a ?HIRE FEET OR MORE IN NEWT iN f1LL AREAS. JOB �3(= ENVIRONMENTAL DATA: GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED b. FM FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS 1) STEEPEST DQSTiNG NATURAL NAPE ON-IM _�� SHALL BE REPLACED OR REPAIRED 'TO CONDITION EXISTING SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION PRIOR TO GRADING. PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE RESISTANT CHARACTER OF THE MATERIAL AS APPROVED LEGAL DESCRIPTION 2) MAXIMUM VERTICAL DEPTH OF CUT m THE SHALL K RESPONSIBLE THAT ANY WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO BY THE CITY ENGINEER. PARCELS 1. 2. 3 & 4 OF PM 18621 REC. 1- 10.01 AS DOCUMENT NO. 3) MAXIMUM VERTICAL DEPTH OF FILL • MONUMENT OR BENCH MARK WHICH IS DISTURBED OR FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL 2. BRRiGATiON SHALL MAINTAIN THE U&S'RJRE LEVEL OF THE 2001 - 001682 IN THE - =NTY OF SAN DIEGO, STATE OF CALIFORNIA. DESTROYED SHALL BE i E- ESTABLISHED AND REPLACED BY A MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS SOIL AT THE OPT 84 40 S.F LEVEL FOR THE GROWTH OF THE 4) AVERAGE DEPTH OF CUTS t C.Y. Y Z7 • REGISiERED CIVIL ENGINEER OR A LICENSED LAND UNTIL SUCH 71ME AS PERMANENT DRAINAGE AND EROSION HYDROSEEDED GROWTH. OWNERS CERTIFICATE 64 SURVEYOR. CONTROL MEASURES HAVE BEEN INSTALLED. AVERANDE'1 OF FILL = tte7 C.Y. x 27 i.f : . MIX SHALL MALL CONSIST OF ALL M 1 HEREBY CERTIFY THAT A SOILS ENGINEER OR 17211 S.F. & ALL AREAS TO BE FILLED SHALL K PREPARED TO K FILED HYDIt05�1FiG 7. T CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAfiNTAIN AND FRL SHALL BE PLACED IN ACCORDANCE WITH STANDARD GEOLOGIST HAS BEEN OR WILL AWED TO SUPERVISE OVER ALL HE LEGEND STD. Dom. WAiV I Y . ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SPEWICATiONS. ALL VEGETABLE MATTER AND 1. SEED MIX SHALL CONSIST OF NO LESS THAN: GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND OBJEC11ONABL.E MATERIAL SHALL BE REMOVED BY 'HE a 20 LOS. PER ACRE OF ROSE CLOVER THE SITE. PROPERTY LINE FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND b. 20 LBS. PER ACRE OF IORRO FESCUE W Z70 0 �! REGULATIONS. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 8 TO a 3 LOS. PER ACRE OF E SCHOOL CIA LA COST A TESL EXISTING C:ONTOUIR BE PLACED. LOOSED FILL AND ALLUVIAL SOILS SHALL � � !!. GRADING AND EQL>1PM'ENT OPERATING WITMN ONE -KITH t1%1) REMOVED TO SUITABLE FiRM NATURAL GROUND. THE d 4 LOS. PER ACRE OF Adi1lL.EA MMLLEF'OUA - RETAINING WALL (8Y SEPARATE P _ a 3 LB.S. PER ACRE OF ALYSSUM (CARPET OF SNOWS SiGNATURE _ DATE: MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND f. 1/2 LB. PER ACRE OF DiMORPHOLE ESTA TIDE W I PVC DRAIN PiPE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7 :30 A.M. THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE NOR ON SATURDAYS. SUNDAYS AND CITY RECOGNIZED THE CONTRACTOR "S RESPONSIBILITY TO PLACE. SPREAD, ¢ OM,T O LOCATi� THIS wH i ERE � M SL THE AREA EARTHWORK: 12" CATCH CI HOLIDAYS. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH HYDRO SEEDE D IS NOT VISIBLE FROM EITHER A CUT SLOPE (2:1 1 M MAA X) IL NO GRADING OPERATIONS SHALL COMMENCE UNTA A SPECIFICATIONS. PUBLIC STREET OR RESIDENTIAL STRUCTURES. CUT • _ tae CrY FILL SLL>PE (2: MAXI PREGADiNG MEE 7NG HAS BEEN HELD ONSiTE WiTH THE 4� CUT AND FILL Si0PE5 SHALL CIE CUT AND TRIMMED FINISH TO F iL ITEM a OF THIS SUBSECTION MUST BE IN FILL m _ 1187 C.Y. FOLLOWING PEOPLE PRESENT: CITY INSPECTOR. CIVIL GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITH A NITROGEN FIXING BACTERIA AND APPLIED ENGINEER. SOILS ENGINEER. GRADING CONTRACTOR AND SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS DRY EITHER BY DRILLING OR BROADCASTING 1C ORT 11 C.Y. UNITS GRADING -- - -"�- PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY BEFORE HYDROSEEDiNG. REMEDIAL 2W 7 C.Y. CUT/F'ILL UK C WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY L ALL SEED MATERIALS MALL BE TRANSPORTED TO 375'1 (760) 633 -277a CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THE JOBSiTE IN UNOPENED CONTAINERS WITH THE TOPOGRAPHY FDNISH ELEVATM r-�� EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH AR CALIFORNIA DEPARTMENT OF FOOD AND GRASS -LINED SWALE FIL -- - 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, TOPOGRAPHIC SURVEY PERFORMED BY LA COSTA ENGINEERING ANY PROPOSED CONSTRICTION SITE WITHIN THIS PROJECT THE DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE OR PRINTED ON SAID CONTAINERS. ON FEBRUARY 6 -10, 1997. SANDBAGS DEVELOPER SHALL SUBMIT M AND RECEIVE APPROVAL FROM ROUNDED IN ACCORDANCE WiTH THE GRADING ORDINANCE. j NON -PHYM -TOXIC WETTING AGENTS MAY BE THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE ADDED TO THE HYDROSEED SLURRY AT THE PM r • •' ti . ; . • DEVELOPER SHALL COMPLY WiTH ALL CONDITIONS AND ALL BRIM GRASSY AND OTHM OBJECT1ONABLE DISCRETION OF THE CONTRACTOR. Underground Service A I e rt REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE OONC. DRIVEWAYS 0-14A REGARDS TO THE HAULING OPERATION. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN - A�� DISPOSED OF OFF THE SITE BY 7W CONTRACTOR SO AS TO 2,000 LOS. PER ACRE. TYPE 6 MULCH (STRAW) MAY-BE Cali. TOLL FR LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT 11. UPON FINAL COMPti.E1iON OF 7HE WORK UNDER THE GRADING FREE FROM UNSIGHTLY DEBRIS. SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY 25% SLOPE AREAS . PERMIT BUT PRIOR TO AND FINISHED APPEARANCE FINAL GRADING APPROVAL AND /OR APPLIED FIB HE ER MATERIAL WHEN STRAW IS USED IT 1 - 800 - 227 - 26 00 FINAL APPROVAL OF LOCATION E DEBRIS FILL SHALL BE SECURED RELEASE OF SECURITY" AN AS- GRADED CERTIFICATION FROM THE SOIL L ENGINEER AND CITY ENGINEER PRIOR U THE MUST BE ANCHORED M THE SLOPE BY MECHANICALLY TRENCH RESURFACING C-24 �D SHALL BE PROVI STATING: "THE GRADING UNDER PERMIT PUNCHING No LESS THAN 8071 OF THE STRAW INTO THE SOIL NNp. 1433 -ti HAS BEEN PERF�QRMEO IN SUBSTANTIAL DISPOSAL OF ANY SUCH MATERIAL ATTACHED AS- GRADED PLAN . THIS 1 IN CASE EMERGENCY WORK IS REQUIRED, CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS D. EROSION CONTROL �ro Dam! !off D� o�asrrrc INER �•---- - --- -- 3` FERTiLI2ER CONSISTING OF AMMONIUM PHOSPHATE SE - - -- HE ". IRED, CONTACT .�..� SULFATE, 16-20-0, 0 LB& WITH t E SULPHUR APPLIED AT THE STATEMENT SHALL BE FOLLOWED BY THE DATE AND RATE OF 200 LOS. PER ACRE. PROPOSED SEWER MAIN 3-11 !Z SHOWN ON T M ATURE OF THE CIVIL ENGINEER *40 CERTIFIES SUCH IIe�► cHERAGHAlJ AT [dSel d99 -4199 24 HRS./DAY To BE HYN SHALL BE PREPARED PRIOR M AMERICANS IMTH DiSABUTIES NOTES SEWER LATERAL s-t7 4 OPERATION. - GRADING OPER 2. EQUIPMENT AND WORKER FOR EMERGENCY WORK MALL K inYDROSEEDING BY' . MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 1. ROUGHENING ?HE SURFACE TO 8E PLANTED BY ANY dt 1. ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED BELOW MAXIMUM'S ALLOWYED SEWER CLEANOUT s-e s B. NOTIFICATIONS BY THE AMERICANS WITH DISABILITY ACT ACCESS GUIDE (A.D.A.A.G.) IN ORDER TO ALLOW ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT A COMBINATION OF: FOR CONSTRUCTION TOLERANCES. IT IS THE CONTRACTORS RESPONSiBiUTY TO 1. THE EXISTENCE AND LOCATION OF LWERGROLM UTILITY CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION FAMILIARIZE THEMSELVES WITH A.D.A.A.G. AND IN THE EVENT THAT A DESIGN QUESTION PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OF TEMPORARY DEVICES WHEN RAiN IS WMENT. a. TRACK WALKING SLOPES STEEPER THAN M . SHOULD ARISE, OR A FIELD CONDITION BE DIFFERENT THAN SHOWN - ON THESE PLANS, OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE b. RIPPING AREAS THAT WILL NOT BREAK LIP USiNG SST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES 3. DEVICES SHOWN ON PLANS MALL NOT BE MOVED OR ITEM "a" ABOVE. WORK SHOULD CEASE AND THE ENGINEER NOTIFIED SO THAT AN ACCEPTABLE SOLUTION ''� BATiQUiT05 �► CAN BE DETERMINED. LAGOON EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: MODIFIED W17HOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR 2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING THE CONTRACTOR 15 REQUIRED TO TAKE DUE PLANTING BY: TO A.D.A.A.G. ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A PRECAUTIONARY MEASURES TO PROTECT ANY EXISTIN G 4 THE CONTRACTOR MALL RESTORE ALL EROSION CONTROL CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. DEVICES TO WORKiNG ORDER TO THE SATISFACTION OF THE a ADJUSTING THE SURFACE SOS MOISTURE TO DIMENSIONS AND SLOPES AS CALLED OUT BY A.D.A.A.G. ARE SUBJECT TO REJECTION Si TE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PROVIDE A DAMP BUT NOT SATURATED SEED BED. BY THE CITY AND MAY BE REQUIRED TO BE REMOVED AND REPLACED. Z IT IS THE CONTRACTORS RESPONSOLITY TO CONTACT t� THE FOLLOWING OWNERS OF SAID UTILITIES OR 8,, ?FIE CONTRACTOR MALL INSTALL ADDITIONAL ER091N b. THE ADDITION OF SOIL AMENDMENT'S, PH 3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR . 1-6 Ix STRUCTURES PRIOR TO ANY EXCAVATION. FOR CONTROL MEASURES AS MAY 8E REQUIRED BY THE CITY ADJUSTMENT. LEACHING OR COVERING SALINE MEANS USED BY THE GENERAL CONTRACTOR OR THEIR SUB- CONTRACTORS DURING 7 � � W ON OF UTILITIES AND TO SOiLS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. GRADING AND CONSTRUCTION OF THE PROJECT, THE CIVIL, ENGINEER OR SURVEYOR W VERIFICATION AND LO A VERIFICATION ENGINEER DUE AN INCOMPLETE GRADING OPERATION OR ASSUMES NO RESPONSIBILITY FOR FINAL ACCEPTANCE OF A.D.A.A.G. RELATED ITEMS 'er Z NOT IF I CATIO N N COMMENCEMENT OF WORK: UNFORESEEN CIRCUMSTANCES WHCH MAY ARISE. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A OF THIS PROJECT BY THE CITY, ANY OTHER AUTHORITY, OR OTHER AFFECTED PARTIES. LA COSTA AVE. Z a SEWER - LELICADIA WASTEWATER DISTRICT (760) 723 -0123 RESPONSIBLE AND SHALL TAKE VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY- COMPLJANC2 NTH THE A.D.A.A.a. CONSTRUCTION REQUIREb1ENT5 WILL BS. SOLE �,"" � 1. W Q• ?HE CONTR ACTOR SHALL LANDSCAPED OR. FOR AREAS WHERE HYDROSEEDING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND His SUB - XINTR OR b. GAS 4; ELECTRIC - SDGdtE (800) 422 -4133 PREVENT PUBLIC TRE ONTO TO SPASS a WATER - SAN DIEGUiTO WATER DISTRICT (760) 753 -6466 NECESSARY PRECAUTIONS AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS PERMANENT LANDSCAPING. UNTIL THE PROJECT IS COMPLETED a F- d. TELEPHONE - PACIFIC BELL (600) 422 -4133 CONDITION. AND ALL SECURITY RELEASED PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 0 a. CATV - COX COMMUNICATIONS (600) 422 - 4133 F. STORM WATER CONTROL BiNP NOTES 0 , SHEET 3 OF 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE CAPRI v ENgNITAS FIRE SEE NOTES RESPONSIBILITY FOR Joe SiTE CONDITIONS DURING THE COURSE OF LEUCAQA BLVD. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONAS AND PROTECTION DEPT, WATER DISTRICT DI EEi STRICT G. SAN DIEGUITO WATER DISTRICT NOTES PROPERTY; THAT THiS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE REVIEWED BY: REVIEWED BY: SEE NOTES, . LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL • • REVIEWED SHEET 3 OF 4 DEFEND" INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM - ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WiTH THE VI CINiIY MAP �y�_._. s a H. LEUCADIA WASTEWATER DISTRICT NOTES P ACE OF W ON THg PROJECT. EXCEPTING FOR LIABILITY N.T.S. Z VAUD FOR 2 Ws DA VALID FOR 2 YEARS DATE V D FOR 2 YEARS OA SEE NOTES, SHEET 3 OF 4. ARISING FROM THE SOLE NEGUGeNCE OF THE OWNER OR THE ENGINEER. rRA N (n REVISIONS APPROVED DATE REFERENCES DATE SENg4 DARK SCALE CITY APPROVALS » L'-I to AMR MONUMENT WHITE LOCATED DEPT ARID UNDER SUPERVISION OF RECOMM COSTA ESTATES GRADING PLAN W W W.SiDE OF GASCONY RD. & 130 S PLANS PREP LA 1y, . ZIX THE N. BNDY 9F LOT 14 CREST A HIa�1toNTAL 1= DAB 3 �; eY: 44 1698 GASCONY RD LEUCADIA 10.. , CA' 3 G �, AP 2019. 3-1 /2 BRASS DISC IN t9. '� R.C.E. -�� PARCELS 1 THRU 4. PARCEL MAP NO. 18621 ., Fm VERTICAL J •: GATE. 7� Ni Lo �- DATE. APN 224 - 171 - 24,26 W 64.29 CITY OF ENCINiTAS , �, ExP WORK NO. 2 [SHEET 1 OF 4 Q A FOR OFF -SITE IMPROVEMENTS, r ACP WATER MAN SEE DWG. 5974 -I. REF#82 -105 CAUTIaVIII CONT'RACTDR SMALL FLAG .�11 • � 21 AND PROTECT THE EXISTING SURVEY 12' ACP WATER MAIN , MONUMENT TO THE SATISFACTION OF REF#82 -105 # 'W 2% THE CITY ENGINEER. �� y � . , / `_Q� ., w TER _ Nam Ir ACP - WA MA R4 Ir MCP SEWER MAIN �. _ Y � �_, qNG PER 5 T .�p �1 V. AND 0/H F . 10" ACP WATER MAIN •, S REAR AN1TAS Z111v DWG.( SERVICE AT REFIi82 -105 , G 0•� G — iNkipi PER ADJ. PROPERTY 12' X 12' DRAIN WX USE ASSOCIATED ,� ST`I, ' � CONSTRUCT ,� �' �4 • OF BROW BRAIN TCHE�ATE TO PICK LIP WATER AT END N — AN S. _ D' 5974 PP# g 2 A S CURB � CATCH BASIN . w G _ 14A s EX SI T DEWpp��Cg•— G �4 '""° °" cn 5 8.95' / f ' . + EMOVED PER • ,�� _� MH DWG. NO. 5974- �14A .50 � ,; P106 126.16' Y ,. 310. ! _ - - r E71�STTNG 7" • % SIC , - - •, IN, ' ' r.s - !� GROUND G200, 8 SS GR CLASS �+14A -� `' •S v 3' 0.44' 3.00' , `- . 6 PIPE • -RAP y 110.3 3'x10' PUBLIC .ACCESS - - N E7G _ AS PER ' TEL � •• -- '�- � TO CITY OF ENCINI'T .. __ .. P AL ACO TRENCH DRAIN IN `• DOC. NO. 2004- O V p 1520 , REC. ` . • FG200,� I3' - SS G RATE, CLASS C. ___..�._ �, 1 , of _ - ' �-- 92• STORM WATER POLLU111 CCiTROI .� S Ss C. DROP STRUCTURE .. ( t WEST PROP. LINE) . , 298 ��,- ,- . -:''• � ` •• • J • • i • .•. %' -T'RLNCH DRAM?, �_, ,� ::�;�,_ -`� 29 • < + _ - --rt „ ; i FG200, 8' VIDE, k WMEIE; 3y y ~ h 4 _ 9,7s • . • :: , _ a -� < - ' - . c < �' Vp GRASS—LINED SWALE a B,ETB CB GF 292.75 < 86� . A UL W g P.E. 292.25 CB CB , Be” :� < X � Lt. < WALL s S '�°"•.. / / WALL < - < UL M.01-- 28 SIN S. 3. p�l,►l 2 � ,2S v� , -0 _•q rf . Lt �28 H A � / 35 �i ,,gyp '�2.T5 W P►1- 28 P,LI_ _ _ _ L _ _ N N ` LL 290 Vl Go" N P,E. 29 -�! WW - " , Z. y < 4 / _ / / 1' NIGH I AT • •z8 / / / TOP OF SLOPE TO PREVENT / 1' -0 "WATER RUNOVER. u 283.5 < J 4 - _ r. 4 ' /° H .- N / / / I - -`- = 82� / / / / Z, k / / EXISTING CA. y — / r �� ,, _ _ TYPICAL TOP OF SLOPE BERM 27 C.O. " - Ap •`' - 280 - _ ... ' E� C _.� , _�- -°`° "° ��Q cAWMAPE ARD BEIC TED / - 3 X66 AC °�� -" C.O. J� / FOR PERCOLATMN OF - DRAINAGE WATERS. ,O � /''• 'r,' OI�Y �J � _ �j I 1,� �� / � �• 6.1� r. �,�/ J P A ` MAP 186 - , i 10` , / / , AREAS DESZIDtiATED F'Qt ° STORM WATER POLLUTION NOTES oFFSITE PERMISSION LETTEI? / ARCE 4 • SEVER _ ! L.F. 6• PVC SEWER �- ,, r , -" , _ CONTROL• _ LATERAL (TYP.._ EXTENSION w/ CLEANOUT.(SLOPE _ 2%) PL AC E ED IOR OFFFSI T TE RAN � / - AC - . c � ' � ' PIPING AND D-75 MODIFICATIONS/ / / _-- -.-._� 12' ATCH BASIN (TYP.) TL F[Dt S MM VAT'ER PaLUTIOV ' LANDSCAPE _ ,F CONTROL PURPOSES, ROOF DRAINS A •, , / , EXIST. 5' DRAINAGE (T" - R S05'S1'30' 494.56 JOIN � PVC � � EASEMENT PER PM186 SHALL DISCHARGE ONTO INTO 18' HEADVALL AT //�� / / y .. X- - 7 10 AREA PRIOR TO COLLECTION INTO OF NEW D-75 EXTENS / / / - WALL 12 MIN. SLOPE = 22% _ WALL A STORM DRAIN SYSTEM. LE. 251.0. 12 PIPE / / -- RET. NEW PAVEMENT SECTION t 190 +R PER CITY OF ENCINITAS �FSITE / / 10'x20' PUBLIC SEVER EASEMENT WALL' =� EXIST. 10' PRIVATE GRANTED TO LCVD PER DOC. N0. WV wiPE R'VIOUS SUR'F'ACE AREA 15,77 = 13 2F. SECTION UNTIL LE. IS MET. r SEVER EASEMENT 2000-0490548, REC. 9 -13-00 > NOTE 42 DS (SEE GENERAL � � MIN. Z SKI OPEN ' = r 28'x36' PUBLIC SEVER EASEMENT 6' AGGREGATE BASE. SHALL BE 4' AC OVER SPACE EASEMENT GRANTED TO LVD PER DOC. NO. -7 EXIST. / c 2004- 0 51 fb% I , REC. (o - 3 -04. 47 W " >l� EXIST. S' DRAINAGE EASEMENT 16 PER PM 18621 Z . e , 8 , 27 Loo � • t, EXIST. � C S 17 �-�-- -13'1 1 O' t W SEVER MA LCWD SPEC. 1112, PG.17, E /17 ROW, CRS EP. t o o �eFE"' TS TO z NEV 4' PCC , , , r [' q�, I NEW MM 7• D-75 EX - � � � � � , . _ _ � D-75 EXI DV � 'Y D. I / 0 BURGUNDY R t IIyTERSECTS EXIST. D-75 AT APPROX 30 DEG. ANGLE. SIDEWALK REMOVE AC ARM 0 20 0 20 60 6 SIDEWALK U ENCINITAS FIRE 4• PCC OVER �._._ NEW - ON NX BASE. ,� sw � * :5 PROTECTION DEPT, WATER DISTRICT 6' CLASS II BASE CONSTR. C r S 1 = 2 0 f t PER 5974 -I _ REVIEWED 81 � BY: PRIVATE DRIVEWAY GASCONY ROAD A A W _ TYPICAL DRIVEWAY SECTION N.T.S. TYPICAL STREET SECTION N.T.S. Q VALID FOR 2 YEARS DATE VALID FOR 2 YEARS DATE Z REVMONS APPROVED DATE REFERENCES DATE BEN MARK ALE CITY APPROVALS RA N ix ft • • o �oCAt101� D DEPT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR Wtn MONUMENT 'WHITE' LOCATE N V.SIDE OF GASCONY RD, 6 130 S LA COSTA ESTATES GRADING PLAN W W THE N. BNDY QF LOT 14 CREST ACRES HORIZ�tTAL i= EyMEp BY: pA�: 3/03 �; 019. 3 1 �; - •. 1433 -- G AP 2-1/2 BRASS DISC IN 2 SQ. 1d04 1d9a GASCONY LEUCAgA, CA. D!Z Me CONC. � R.C.E. DATE. PARCELS i THRU 4, PARCEL MAP Mme. 18621 00 = 64.29 � CITY OF ENCINITAS VERTICAL � EXP.: / 0/0 GATE: .7.� ._ APN 254 - 171 -24,25 W Q a- DATE wwmL L MOT00mm wow ME I IS TPKnw 21-M HEET 2 OF 4 a Y 4 142n. FOR OFF -SITE IMPROVEMENTS, 6" ACP WATER MAIN / SEE DWG. 5974 -1. REF482 -105 9p, CAUTIONMI CONTRACTOR SMALL FLAG w AND PROTECT THE EXISTING SURVEY 12" ACP WATER MAIN N1j MONUMENT TO THE SATISFACTION [IF REFI182 -105 + ' THE CITY ENGINEER, � SLR E ' ex » R 6.50'501 W �� , t_ 6 ACP WATER MAIN 1'10 PROTECT EXIST. REF #82 -105 8 VC�P SEWER MAIN Fri EP 5 1 FA PER • pwG. TyP G��41+ W, M. AND O/H • � �� 10" ACP WATER MAIN � ENCINITAS t PER - SERVICE AT REFN82 -105 .♦ PP G �� • • .50 G S GRADING ADJ. PROPERTY CONSTRUCT 12 , X12' DRAIN BOX USE ASSOCIATED 6a, gg' PARKWAY DRAIN GRATE TO PICK UP WATER AT END • R CONSTRUCT n _ , 40 ,W / OF BROW DITCHES. s � AND S.1f. 5974 I Z� � � •.o• ' PP♦ W sca 18 1 _._._ G A _ 14A CATCH BASIN EP W EXIST. AC CURB G G � _ F-P S b SIDEW • ED PER i iiiiii, IN` DWG. NO. 5974- G� 4A 6•gp 50'W 6 : � • .: ' b��'• I'L MH NO 126.1 -- 310.9 � 3�' •• - 5'-•0" 37 , TAP�ER t / 8 TRENCH N, GROUND SIDEw 'WH 348 3pg • ' ' '.. .: G200, 8' DE, s 3' 1 SS GRA , CLASS 1 9 6' PIPE �i G- 4A 1 N83 • •.. a :.. ' O •' _ •.. .• t 12' CB -RAP S0 50' .•P 3'x10' PUBLIC o 110.35 1 a , ' SSW TEL ANTED - T[� THE CITY OF ENCINITAS PER =� �` - • +► ACO TRENCH DRAIN, DOC. NO. 2004- REC. ' �° ir PVC P AL a FG200t • : T % WIDE '� :: '`ate �� ' STORM WATER POLLUTION CONTROL « GATE, CLASS C. q,. I ss C. •� 298 • : ; �'; r �7- ' DROP STRUCTURE < e WEST PROP. LINE) a •. 296 FG200, 8' WIDE, SS ' •' ' •� • �' •.. ti '' � a , � --' .••.'. '�, ' " ► -0' . ' � � 289'78 y y 296 � SE78 ;_ � � < 298 .. •. . •,' • • ' • e , ,,F, ACK � 1 , C '► A A ) Gr 1 1 P , E . 29.75 , Ito ,_ , < c < �+ .o GRASS —LINED SWALE 292.75 CB W X Zgp, GF c• y P.E. 292.25 v - 11 ALL `4 292 , 2 N - �_ r r UL • - 4 0' W 280 � � H 8 � GF 293.25 1 AL -� L / •/ _ C.0 CB y LL 0 ' s y �, 28 y P .E, 292 .76 �+ _ - 7 �' g < �4 ,! c -' , / ''� / / l CT 1' HIGH BERM AT 4' �^ y ro C - / / / _L T OP OF SLOPE TO PREVENT A a IQALL wAt-L .. y 28 ° _ / n / / 1'- 0"WATER RUNOVER. LL 283.5 < 4 r ' 2 ' —o 4 — / / D r / / / _° / •O• . 6 EXISTING — 9 GROUND �0 4 �c , y y / / , E l- — �' 2 A ND Z I>•FU / / / / � / / (TY . / A�. / / / C ' 0 ' ; ' ' TYPICAL TOP OF SLOPE BERM 280 ' 0 C.O. a R� / / 1 27 / ti t✓ f — Q, �' � �. 1 � � � QJ + � 280 276 C C ^ g — LANDSCVE AREA DENOTED / 27 N 2� / 466 AC 15' P A 4 FOR PER COLATION OF W ATERS. / 27 r ;i�� 0.68 AC__ °- / / ` A c 0 ° 27 4 PA M 86 ' . +� , / , — AREAS DESMATED FOR / � 0 r - g , � AREA PRIOR TO C 126.13 9 L..F. 6' PVC SEWER _ _ STORM WATER POLLUTION ' ARCE .� 4' SEVER TENSION w/ CLEANOUT. N ti 5' / r INLET TO BE 6' CONTROL. NOTE OFFSITE PERMISSION LETTER / / LATERAL (TYP. (SLOPE : 3 TOP OF TH LOPE OR CENT REQUIRED PRIOR TO TRE1 ",'HII AND NN, ((33`` / O AC �n C 4y • •� C ' O ' °� r / / c 12'CATCH �' ro PLACEMENT OF OFFSITE DRAIN / J' 9 v► A 70 c' 1 s BASIN (TYP) - �o ADJACENT TOP OF WALL PIPING AND D-75 MODIFICATIO 0 494.56 5j n `� WHICHEVER APPLIES. FOR STORM VATER POLLUTION '- ROCk��' • b , � 505'51'30 E EXIST. S' DRAINAGE USER _ _ �6's69 ,t�f d� N CONTROL PURPOSES, ROOF DRAINS / / M18621. (TY .-AL •6 2 COLLECTION INTO EASEMENT PER P 270 10 _ ,� J` • . TYPE C4 SDRSD RETAINING WALLSTYP) SHALL DISCHARGE ONTO LANDSCAPE JMN 14' PVC DRAIN INTO 19' HEADWALL A� / / j 2 C r 12 PVC DRAIN PIPE 13F NEW D-75 �EXTENS / / / 1 �_ WALL o► RET. MIN. SLOPE i% A STORM MAIN SYSTEM. I.E. 257.0. 14 PIPE / / 21 �^ WALL NEW PAVEMENT SECTION TO PARALLEL D-75 A 10 A PUBLIC WD PR EASEMENT PER CITY OF ENCINITAS NEW SURFACE AREA = 15,776 S.F. SLOPE, 130' +/- SITE WAIL EXIST. 10' PRIVATE GRANTED TO LCWD PER DOC. ND. I.E. IS MET. �� 9 SEWER EASEMENT 2000 - 0490548, REC. 9- 13-00. �. PER PM 1 EASEME STANDARDS MIN. SECTION UNTIL � � � , • � >� NOTE 42). MIN, SECTION Z EXIST. D-75 WITHIN SHALL BE 4' AC OVER SKYLOF T OPEN 28'x36' PUBLIC SEWER EASEMENT Lp 6' AGGREGATE BASE. W SPACE EASEMENT ms s' GRANTED TO LWD PER DOC. NO. �� 16' -7 EXIST. W six 14' PV FAIN PIPE i 2004- ,REC. - -04, �A .� MIN. SLOPE = 1X AN 27' TYPE C4, SDRSD EXIST. 6' VCP r t^ �oL 8 8 5= — 17' � Z RETAINING WALL, SEWER MAIN w/ END CAP TAN, SPLIT -FACE LCWD SPEC. M12, PG.17, E/17 NEW 6 h" -- 13 t 10' t W t .,.,. D-75 EXITS INTO NEW MiK 7' D -75 EXTENSION Z,1 , NEW 4' ACC 0 BURGUNDY RD. ROW. INTERSECTS EXIST. D-75 AT APPROX 30 DEG. ANGLE. GRADING 2'-0 �o yJ► SIDEWALK REMOVE 6 SIDEWALK K BERM V SLOPE A 'G 4 A.C. MIN, z ITAS FIRE I 4• PCC OVER ON S I T ABLE BASE. # Q � CIN �� 42' X � NEW � cm` J � C PROTECTION DEPT. WATER DISTRICT 20 0 20 60 6 CLASS II BArE C ON S TR, ._ PER 5974 -I Ac REIAEM'� BY: REVIEWED BY: :... - PRIMATE DRIVEWAY GASCONY ROAD A — A •• r t.� , . W SITE RETAINING WALL SECT, A —A Scale 1" = 2 0 T t TYPICAL DRIVEWAY SECTION N.T.S. �! TYPICAL STREET SECTION N.T.S. Q - f �i E_ \A/ S 1 C �� l VALID FOR 2 YEARS DATE VAUD FOR 2 YEARS DATE Z CITY APPROVALS N P DRAWING NO cn •, REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE � RAIN PIPE RET, WALL / wcana MONUMENT 'WHITE' LOCATED DEPT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO ww w N W.SIDE OF GASCONY RD & 130' S REV oAlt: 1%104 l../A COSTA ESTATES GRADING PLAN w. F THE N. 6NDY QF LOT 14 CREST ARRAS H'ORI'ZONTAL I' REVIEWED BY: DATE: BY: BY. 1604 - 1698 GASCONY RD.. LEUCADIA. CA. 1433 G _w AP 2019. 3-1/2 BRASS DISC IN 12 S0. PARCELS 1 THRU 4, PARCEL MAP NQ 19621 000 CONC. VERTICAL R.C.E. 140.; DATE: DATE: � APN 254- 171 -24,25 W Q m - 64,29 OIt1�R CITY OF ENCINITAS ---- EXP.: /30/05 DATE MARML & MMY40MERY M. DP ? -M PC "-5 EET 2A OF STORM WATER CONTROL BMP NOTES SAN DIEGUITO WATER DISTRICT NOTES CONCRETE WASHOUT 1- L CONTR ACTLBt SENILE ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO L REVIEW (IF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH , CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS A WA SHOUT A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF CONT AIN SFIOIIT WASTES Or SITE. T I IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. • CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. STANDARD SPEC. INSTRUCTION SITE ACCESS 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN I.E., LINE 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. �►/ �Z Q. O F MAN O CENTER OHLE. • CROSSINGS, LINE PARALLELING, at PROPOSED CONNECTION SHALL BE FIELD SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE L A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITH 10 FEET OF 19 ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN TE. TO PREVENT TRACKING DIRT OFF SI THIS SHALL DICLUDE USING MATERIAL SUCH AS GRAVEL AND /OR PRO IN POSED WATER MAINS SHALL BE SN ON IMPROVEMENT PLANS. ELECTRICAL WRITING PRIOR TO CONSTRUCTION. CORRUGATED STEEL PANELS/PLATES. AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. "' • CONSTRUCTION VEHICLES 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGESAND SHALL 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL a L A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE, ALL MAJOR REPAIRS VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED ACCEPTANCE OF THE PROJECT. SHALL BE MADE OFF -SITE. WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND EROSION COITRa CURRENT STANDARDS AT THE OWNER EXPENSE. LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK z 'r' is . L ERUSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SMIALL BE PROTECTED AGAINST 4. UTILITIES TO MAINTAIN MINIMUM 54 SEPARATION WHEN PARALLELING 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY EROSION BY INSTALLING EROSION MRESISTANi'T SURFACES SUCH AS WATER SERVICES' MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION, LICENSED SURVEYOR TO RE- ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE S. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE LAW. AND D FIBER MATRIX. HYDRANTS AND SAN DIEGO GAS 6 ELECTRIC VAULTS. - - -- -�- - 8 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE 2 - - - WET WEATHER. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL SEWER PIPE AND ANY OTHER UTILITIES. OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 24. SEPARATION OF SEWER / WATER AND SEWER / RELCAIMED WATER SHALL COMPLY WITH 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE �TIOV SITE. LWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSI ON USING PERMANENT AND TEMPORARY EROSION Ir ,-*M- *pr �� / CONTROL MEASURES. �, .X. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE � 1• (Vi D W *W w. D t 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY LW SEWER NOTES DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR .. 24 TW, 74 4 1 K Wt, NECESSARY, LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL . up. THE NATURAL GROUND COVER, 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. DO NOT REMOVE TREES OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OR SHRUBS I�VNECESSARILYJ THEY HELP DECREASE EROSION. OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN S. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONS TRUCTION IS NOT IMMEDIATELY UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 2 ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE Leucadia PLANNED FOR EROSION CONTROL. PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. Wastewalei DWrIct QWD SEWERcRANDARDS AND TO THE REQUIREMENTS OF THE STANDARD 27. A 2 -INCH HIGH 'S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL BY THE CONTRACTOR. 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES STANDARD DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD 3 - 04 ARE COMPLETE SEWER STANDARDS GOVERN. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION aA FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND •. ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF goo Dpi --SITE CONSTRUCTION MATERIAL STORAGE 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2.8 3. DOCUMENTS ON THE CONNECTION. 3 *. B . i JO SITE AT ALL TIMES. L STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND " • 4r M STeM I 14ff CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. IN PROGRESS. E ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM ST IT OCKPILES KEPT ON -SE. STOCKPILES MAY . INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE 8. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. BE COVERED at PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEWER QUANTITIES. SEDIMENT BARRIER AROLNND THE PERIMETER AT ALL TIMES 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WATER JETTING SHALL NOT BE ALLOWED. TRAINING WATER ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. L CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL a. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY REQUIREMENTS. THESE BW NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY LWD WILL BEAT CONTRACTOR EXPENSE. PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS. , REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. i 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR 34• MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT 11ME a;."K T -t' z ' OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL - - WASTE MANAGEMENT CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE„� L CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED AL LOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE EWERS WITH DISTRICT ENGINEER APPROVAL - CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE ACCEPTABLE FOR USE WITH 8" S CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" Z NO SEEPAGE FROM DUMPS I ERS SHALL BE DI$CHARCED INTO 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL BUM RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE STORMWATER BERMS/ DIKES SHALL BE PLACED AROUND DUMPSTERS PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL. ' TO DIVERT THE NATURAL STORM RINNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. CONTACT WITH ANY TRASH MATERIAL VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRi 3SURE AIR TESTED, AND 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR O CONSIDERATION FOR BROKEN ASPHALT AND CONCRETE, VOCD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLA BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR O THER UTILITIES AND UTILITY LATERALS. INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY 436-4151. WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS THE LWD INSPECTOR PRIOR TO PAVING. IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE 'A* 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE RECEPTACLES AROUND THE SITE. MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF S. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FUR LEAKS. GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. TV. B#CKXL CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM •-.�.. STORMDRAIN INLETS ON PERVIOUS SURFACES. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF i. AL DEBRIS SHALL BE KEPT AWAY FROM STREET THE PRIVATE ENGINEER'S KNOWLEDGE, THEREARE NO EXISTING UTILITIES EXCEPT THOSE' Z L THE GUTTER, AND STOtMDRAIN. - . - CONTRACTOR MUST ROUTINELY CHECK SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER 14NA.,. PATS AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN W •� .. ,+ .• ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO • Z PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR MY STRUCTURES NOT SHOWN. _ 99 M. Z r 100 7N61A .: . W {� 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY .. • pFESS UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. # g 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED U BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. '+►#') ',�. `.j' M'•+' p iii, A -80344 ENCINITAS FIRE IIw .� .-�... PROTECTION DEPT WATER DISTRICT 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ice. , ,� * J SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED w C CMS" REVIEWED 9Y: REVIEWED BY: SPACE ENTRY. : f1NN. 6 64PWTM iRN =tlt *o MO 4W TOP 0 IFt& to 1#IE NDhEATW [-raft IM S KEET$. W I! tR1iM mmff M MR its 004ftE 1¢1I4WM TOP 0c FO fM iM 1EifiEfT Vt CATISID IN STS. � VALID FOR 2 YEARS DATE Q VALID FOR 2 YEARS DATE Z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE NING BUILDING CITY APPROVALS R IM N G •' 0 LOC/►TKJMa MONUMENT 'WHITE' LOCATED DEPT PLANS PREP ED UNDER SUPVISION OF RECOMMENDED AppR wUj W.SIDE OF GASCONY RD & 130' S ER DATE. 3� �. LA COSTA ESTATES GRADING PLAN Zww A TM 2019.t %28RA DIN 2. HORIZONTAL 1 = 20' eY: 1604 iQ9a RD., IEUCADIA, CA. 1433 rim CONC. yMCAL R.C.E. NO. • DATE: PARCELS i THRU 4, PARCEL MAP HM 18621 C7 TIQg 64.29 oAwOM OF ENCINITAS �S EXP.: / 0 /OS DATE. APN 254- 171 -24023 Z 0 = VALID FOR 2 YEARS DATE MARML L MbffOOMERY WORK PROJECT NiO T'PM/CDP -062 PC 90-54 PC 03--047 DR CDP H EET OF 4 W Q a DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF -STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER R`�+ NEL 99-08 DWG (NPDES GENERAL PERMIT NO. CAS000002), WASTE DISQMRGE REQUIR04ENTS F13R DISCHARGES OF ST13RM WATER MJN13FF Nl g• 2 4pC_. DV ACCORD E WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) F OR 1 �: = -ME !v i;, I ACP WAi E P to c,1E1; �\ _ AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITEIES, " SEE 10`) AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOD SHALL HE FILED WITH THE SWRCH. A COPY OF THIS PROJECT SHALL HE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED) FURTHER, A COPY OF THE COMPLETED NOI FROM THE SVRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL HE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. l -_ Nla 2 12 " AGP WATER !v? A.N _ REF" CONS #82 /____. N98A IN APM170K. TW LWXRSIC,YiED AND CVNMs) W ANY PORTION OF TI'S PROPERTY COVERED BY THIS GRADING PERMIT ;, _ - .- -� CK DAM (TYP.) _ NO. 1433 -G AND BY THE SWRCH ORDER NO, 99-08 DWG AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL �� j ` , __ � - - PROVISION AS SET FRTH IN SECTION C.7 OF SWRCH ORDER NIL 99-0 - - d NOTE! : 'D8 DWG. 5 ' PROTECT EXIST, D q3� C 3 Z-$2y0 _----- _ r �r _ - __ - - _ - _ G ,1'�P W.M. AND O/H OWNER OF LA A ESTATES LLC DATEi 6 -20-04 �--- --- - If — � - 1 _. _ �_ -- ____ EROSION CONTROL DETAILS � _- _ _..._- _ SERVICE AT - PP t - +- - - - --- __ --- _ AD J. PROPERTY 40 AZ -- G 1 - = } - o , CT NEW G � --` - 597 -G UR R ATE OFFICER POR ---- r u SIG A � t `v - - -�'""`- TRU 6 AND 5974 - I _...� - �.. \ , � '�' 8• GENERAL PARTNER, OR PROPRIETOR ° ---t - /-C _ . - -_ 1 8 2� p - • E - ---` EXIST, AC CURB - 3.,Q • _____ --_`' --- - -- ' -- 58,9 .. RAVEL BAGS OVERLAP E D PER s _ _ __ . 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GR[lt_f t - .. ...9SE`l �6''Pt3b .... ... Big , r c hINU SMtIOT '� r _ r �I PC.Uk 1' <.t7NfE:ETE -� ' / ............... .?". � .. ......... .. . �- •.- - -- -�-_ ---== - -" -`• ..._ - -- r � �� y�iA,l.._ / •________�_._,r 12 PVC: BRl.lt.1 r_ _ . DETAIL 3 'fir fa' GTPF INT. ^,_ ./. ......... .. .. ...... .. ,�.� - -- w— =°- i -__ - �-_ 40 1 1 c, - -- ! �I J WALL ____ - �-- MIN, SLOPE - *4A o • 10'x20' PUBLIC SEWER EASE ME: N 5 f 1 --- -�" ` GRANTED TO LCWD PER DQC;•iC y 1 , EXIST 10 SEXIER -- 2000-0490548: REC. 9-- 13--00. E_XISt. D -? WITH EASEMENT -_.. I __ -- -- _OLDG SKYLOF OPEN z SPACE U ASE - MENT � `" "BLDG ' Z t AG AG HIG}1 ' aRAVEI SAGS uj BLDG ; 1 CHEgC DAM HIGH EXIST, 6• VI "P L �!� _�.. _.__� Z SEWER MAIN w/ END IC Ar, E _XIS� , J DRAINAGE EASEME�. , . ,.. " _ .. ;1 - LANDSCAPE AREA DENOTED PER. PM 18622. J LCWD SPEC. #12, PG.17, E•`k? - - FOR PERCOLATION OF DRAINAGE WATERS. Z p W t UNSURFACED AREA (� 20 0 20 60 ;''' _ T F NATURAL GROUNID P S f i AREAS DESIGNATE OMry• �C (n -' D -75 EXITS INTO BURGUNDY RD. ROW. V z y m STORM WATER POLLUTION 0 CONTROL, U ENCINITAS RRf Scale 1" = 20 f t + PROTECTION DEPT. WATER DISTRICT : •: •: •: • PROPOSED SLOPE CM%- , REIIIEYYED BY: RENEWED BY: � � • • I W VALID FOR 2 YEARS DATE — VALID FOR Z YEARS DATE � z REVISIONS APPROVED DATE REFERENCES DATE CH DARK SCALE CITY APPROVALS AWI G to • ♦ 0 N ONUMENT W IDE GASCONY RD. & 130' S DEPT• PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED LA COSTA ESTATES EROSION CONTROL PLAN WvZ THE N. ONDY LOT 14 CREST A HORIZONTAL 1_ BY: •+ 143*3 ? w Z W W AP 2019. 3-1/2 �BRASS DISC IN 12 SO. RENEWED BY: DATE: 3/03 8Y: 1604 - 1698 GASCONY RD LEUCADIA. CA. _ PARCELS 1 THRU 4, PARCEL MAP NM 18621 Ono .29 Or►tt1NR CITY OF ENCINITAS VERTICAL EXP.: �' /3 DATE: 71 t 1 v 4 DATE: APN 234 -171- 7 ? 0 � DATE � L W= PRO=M NM /CDP HEET 4 OF 4 Q 2� O �• FOR OFF -SITE IMPROVEMENTS, a' ACP WATER MAIN SEE DWG. 5974 -1. REF482 -105 / CAUTIOMA CENTRACTDR SHALL FLAG •v1 / • Q, /� AND PROTECT THE EXISTING SURVEY 12 ACP WATER MAIN MONUMENT TO THE SATISFACTION OF REF482 -105 PP THE CITY ENGINEER, r ACP WATER MAIN t"4050150 REF#82 -105 8" VCP SEWER MAIN FH -� I$EN� NG PER 4P 10' ACS WATER MAIN - EP 5 RESU NCIN AS STS DWG-(TYP G,1 REF982 -105 ; Pp G 'S0')L G E S GRADING PER 1 II • '. • CONSTRUCT NEB PP* - N — AND S. 5974 -I .w ca . _ GAS �8 i • G -14A • w EXIST. AC CURB G f 3 EP EP 5 S 6 SIDEW ��(j N 0 58,95' • TaSWAIME ED PER • j /, /� , �- Z' Pv R RSD D - DWG. NO. 5974 r, • • —4. TCRB OUTLET G -1 N06'50'50 \4 T Ic L=10' — 310.9 A % .. TAPER - - � .. 37 K TRENCH IN, "- Cl S 'WHITE' 110.36 ._ �- __.� -.- - ___- �__- ._. -- -.._ • G200, 8', ODE, 4A cn 3' p• 3. 00' 3' , ---� �V ° 0 306 ° SS GRATE, CLASS G ,E! 091 + �!"� 2' PVC Npb'5 N 0'50'W 8 308 3 .. P 110,5' PUMP 30 ____- ° �� p - ' '. - N EX PARCEL 3 FLOW SPREADER • J xi0 PUBLIC_ ACCESS- -EAiSE�IENT ' • -. a._ _. ____. • , SSW DISCHARGE . 6 —' ° 1 = 10' TEL r LINE. _ - GRAN�TM - TO THE CITY OF ENCINITAS PER r • 3 , • • 6 MINUS ROCK - i THICK P ESTAL . • DOC. N0. 2004- REC. 6. 302 � � ' a � OUTLET PARCEL PARCEL ° ACO._.TREMN - - ��N, 8, WII1E _ '____, �._._- __ __ - 92• STRUCTURE 3 4 _ ..- F��00, 8' WIDE, ._._._,. ___ _._._._ -_ -. G " -_ - ° ' SS SS C. •, _ ° f �• N� o EXISTING WALL SS _ 298, • - El INAGE T 2 �• / _ D� PUMP PURPOSE _.. _._. :__ • -- - - � �. a " ✓ __ , • .. , . / 296 • • • d' y I ,,__'' J � • • • - - -TRENCH DRAIN, - -.__� �� 294 ,� _/ • r 200, 8' WIDE, 0 • - e - ao � 9� � � tih ti •� ti ti • • GF 2 5 N b b b b b 9 10 I -_ 2 2 2 2 "296 ° • ° ' - _ • 2 / 9 4 < _ - T ro • _- . 0' L ► ' • N C _ F W W m _ - a 4c CB 1 , _ _ _-•--`" P.E. 299.75 r W WAL a \ _ tV. CB GF 292.75 < W 290.5 C B ' -0' < � �- � r 't -'o H P.E. 292.25 CB -9' - H � < 86 < X /� ION u p 9 CT LL, , 1' 0'AL�- ? 4' '� - _ ALL 9 �t •-• /" �/qL-L < < < `- N �►. Z , F r*i , f D a AL UL 293.0 ----- 284 3. SH •., 290 , W Ah1t 3 �o W , 293.25 o f H = UL LL 290.5 N y �.+ 2" v 292,75 �/AL 28 ._ __ . 2: + �z -�., J W �•- CB —� Jd _ � 284 � � {� Y N _- ._ - --- - - -- � _ - - - T � C a° ^ = 1� - ' WALL *� H - �� ° n - W N �/ R 'VALL VIM -" 290 x cu v�r i _ , H A _.. .S < 84 H "_ .- - _ � ' r �` 28 -- - SO 0 W W 3' '� �' f — — '�° - C.10. � +'� -�•ti / / / ` - -= 90.0 _4• SQ �, y _ __ ,, - - L = 82� ,, �;,__ _ f6 2 DT�FU -__ A E _ _- , CTY -- / C.O. _ _ - -- - / / / �_-- - # _ 3 ., --�' Z / / �' ' C.O. f / / 2' PVC 280 _� _-� S4P 7 C.O. 4 � Ply — , , 3 • '�� \01 -► .,� ,---� ___v_ - -_PAR C E L _ J 8 Zt e x .� _..-- - 'DISCHARGE / _ _�_ � 7 �' LINE _ M. __27 8 fFcA R r% r_ 1 3 - W AC 3' G 7' r -- - � --' _ --- A R 7 . _ _ -- 7 6 Ai 0,66 AC - _ �---- CB / a'• ___ .._.�.--- --- % 4 �` ,�-- 2' PVC . A� -'- �- `' �0 PUMP 3510 OR PPROVED - TOP OF DRAINAGE 6. _ _ _ - PA C E �_-- INLET _ m✓ ti 272 b _ ---' o cU DISC RGE UIVM- NT ET TO BE 6' --C;Nc < 0.64 � ~ <. ti , ARMORLO /� v� `�' TOP OF SL OR O. -" ----- "`�� ` ~ l0' x R3 APPROVED 26 -� �� ADJACENT TOP OF WALL -P RCEL -- 4 ' SEWER C e a 3510 0 3'1 1 EQ UIVgLEN7 Z�O� �6� WHICHEVER APPLIES. / / / LATERAL CTYP. �L F,�► �'6$ AC 3510 OR APPROVED FL _ C.O. CO 3'1 S CO ST, / VALET - - �- _ OW r1✓, 270.65 T.W • -€ A`" x 3.33 ARMORL - � ' DISCHA _ ,�► SPREADER 3510 OR APPROVED 3i1 •� � 2• PVC P a .,:n ._y. 494,56 FLOW •�. �' �. / EQUIVALENT — _ _ - -- S05'S1'30 ta9r SPREADER 5 '�• '�• �• �' __- _._- - - - - -- A , TYPE C4 SDRSD RETAINING WALL (TYP) EXIST, 5' DRAINA �� ' _ `` '� A•p X61 • O QUO h > EASEME� PM186 .G WALL m RET. WALL g O !`,yy obtih ti 2 PARCEL 4 FLOW SPREADER PROFILE W ALL N A " EXIST. 5 DR E SEME PER PM 18621, xs 1' = 10' ` r ,`�+ END OF w > �r EXISTING WALL Ilk PARCEL 4 FLOW SPREADER PLAN VIEW .� i 4 OC y � << �`� 1 = 10' 266 2 Y TYPE C4, SDRSD EXIST. 6' VCP • RETAINING WALL, SEWER MAIN w/ END CAP DUTLET 265- b b 2 b2 V w TAN, SPLIT -FACE LCWD SPEC. *12, PG.17, E /17 No. 4,3005 STRUCTURE _ � END OF _ �, h 3 6 MINUS ROCK 1 THICK EXISTING WALL 264 _ Fxa i 0 ,, [� 263- .1 6 MINUS ROCK - - ��' 262- F- GRADING _ 3 SLOPE Ot •t MIN. Z (y � � M TION 'T. WET R �ISTRIGT 42 MAX 2 0 2 0 60 '`3� '`�'�`' '`%��' �� h �2° i� 2� �� `� 4L REVIEWED BY: REVIEWED BY: 2b ,Zb 2 2 2b , , , 2 �Q� E' W SITE RETAINING WALL SECT. A -A Scale 1" = 20 f t 2 Q g a F A VAUD FOR 2 YEARS DATE N EW _ H E E- Z 1, I n VALID FOR 2 YEARS DATE REVISIONS APPR DATE REFERENCE DAT ! Mh C �G w w A CITY td'�� I ENGINEERING P A R T M R A WI N N. T. „0 A N PIPE, RET. WALL WCA1101k MONUMENT 'WHITE' LOCATED �(nZ A A N W ,SIDE OF GASCONY RD L 130' S _ �T• PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED APPROVED G�T� �T� �� w F THE N. BNDY QF LOT 14 CREST ACRES HORIZONTAL 1 20 Eyy� BY: 3 !S LOF 160 4 1690 G/1SCONY R0. LEUCAOIA, C:A. 143 3 Z O✓ Z CONC. SHT. 5 ADDED AP 2019. 3-1 /2 BRASS DISC IN 12 SCE. OATS: BY: BY: - VERTICAL EXP N0.• DATE: 3 / S O S DATE. °-� / O 3� /f � PARCELS i THRU 4, PARCEL MAP NO. 18621 500 64.29 W►1ut CITY OF ENCINITAS � ��'�`- EXP.: 3 .�r � � Al 254-171-24,25 I ?�� DATE - ro R. WAL KER WORK PROJECT NO. TPM "-5 PC 03 INt,, CDIP HEET 5 OF 6 Q I STRUCTURAL NOTES; 2'X3 PARK STAINLESS STEEL 6' 2.--0. S. DESIGN SPECIFICATIONS FRAME A COVER J - AASHTO "STANDARD SPECIFICATIONS FM HIGMAY BRIDGES" ORIFICE - A I -31 d -99 BUILDING CODE 0 0 - ASTM C 837 MINIMUM STRUCTURAL DES LOADING T.G. FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES. 1O k 3 - VIDE x 4' HIGH OPENINGS T Cord Grips Mounted To MATERIALS: o J VAU 1 Stainless Steel Cross Brace - CONCRETE - 28 DAY STRENGTH ire WOO PSI ( � VAULT 6• NIM1S :6: (quantity 4) - - I 1 2 TON SW LIFT REBAR ASTM A 70Q GRADE 60 SASM # 4 MOM o 1 I V (e) TOP RISER LQAD'.s: + q I (e) BASE SECTION NT's TYPE C4 SMM _ PARKWAY (M rte' �y ` (16) TOTAL RETAINING WALL - 150 PCF CONCRETE DENSITY; 120 PCF SOIL DENSITY k ° - H2O SJRCHARGE: 90 PSF TO S FT BELOW GRADE " - DRY SOiL LATERAL LOAD - 40 PCF `` 1 1 /4" Sch40 Galvanized _WET 909. LITERAL LOAD _ 80 PCF 1 1 /2" Eleetrtcol I Steel Tee - WATER TABLE - 5 BELOW GRADE Grommet ryyldljr ° GENERAL NOTES: 1/4" 304 7x19 1 TO: PLAN VIEW A Stainless Steel Lifting Cable -GROUT ALL JOiNTS AS REQUIRED B Stainless Steel - VERIFY ALL DIMENSIONS AND OPENING LOCATIONS r x 3' oe ATE Guiderall Assembly 1 1 /2" Seh40 PVC 2)DO NOT BACKFILL UNTIL VAIXT HAS 6' VIM x 4' HIGH OPENINGS Guideroil BEEN COMPLETELY ASSEMBLED 1 1/4" Bronze 3)REBAR MAY BE TACK WELDED OR TIED 3,-0 SAM # 4 Gate Valve FOR PRODUCT SEE C10 2429 - 1 - NTS WALL I 1 1/4* Discharge Top TOP TOP r x T PA1!!C ORATE 1 1/4" NPT Brass 1 Grommet A rte) Quick Disconnect B tr WEIR Lf — _ — — _ — — 1 1/4" Seh40 Galvanized t Steel 90' Elbow ! i V x T QRATE I 2• I I 2 �. ORIFICE n x tt s'TT$ PLATE 1 1 /4" NPT Cast Oro c � ! a o o � Ball Check Valve 36 ' ! I M 3 �® PUMP 3 -6' WIDE x 4' HIGH OPENINGS 1 � I I I I i I HOLE VAULT a' W x I f H OPENING " ( I C - ENTER OF THE BASE SLAB A 6 , IN coN» 1 1 /4 Seh40 Galvanize I i Steel Discharge Pipe Elev Li P ump - ft . $ RAM 3 TYPE c4 sDRSD 6 • , is '� Y e 1O NT'g RETAINING WALL 5W DOLTS X- SECTION A -A Imr. El— 06k 1 a- 2 '_ 0 * 6 - N.T.S. 36' 3� -a' LA JA N W DIMENSIONS IN INCHES ELEVATION N P VIEW A —A LA VIE N.T.S. r x 3' GRATE GOULD PUMP 6' WIDE x 4' HNN OPENINGS A MODEL WE05HH - - - 6 1 Y SYMMETRICAL 12 12 RIBS I BASIN # 3 WS WALL c 10 GPM. 0 52' TDH t --------- - - - --- -- 1 12 HP %W RPM 110V QO Hz 1 14.5 AMPS CENTRiPRO A2A PLHMP SWITCH ASSEMBLY o % o" Cam 97"S TV A ry I I 2j' CLR. ;p Q I rx3'GRATE O � � Imo• 9.33 x x alIFICE T.G. ORIFICE T .G. F CLASS DATA TABLE RIPRAP T - LrY TOP OF GRATE LOT 1 269.0 _ NO MAT VAk MW 3 -6' VIDE x 4' HIGH OPENINGS LOT 2 268.38 - SEPARATION VAULT VAULT BASW # 2 LOT 3 266.95 4 3 4 2 BASIN # 1 NTTS LOT 4 263.95 Nn .� t e 2• -0 e I TYPE C4 lDRSD a' 3'-0" Q' PARCEL 'E 2 RETAINING WALL INVERT ELEVATION LOT 1 268.00 - ARC (GATE VALVE) LOT 2 287.38 *'-o" 3 -o 01% 4' 1 I LOT 3 265.95 I LOT 4 282.95 ' v ELEVATION VIEW A —A PUMP SWITCH ON LOT 1 268.0 FOR PRODUCT SEE C10-2429-1 LOT 2 267.38 � LOT 3 265.95 A A A aC Q3 (2 F V ICE x " NUT S LOT 4 262 .95 REBAR SCHEDULE B I B C � c W w ELEVATION VIEW B— B A B c r x r GRAPE r x 3' GR ATE PUMP SWITCH OFF LOT 1 266.50 W VIDE x 4' HIGH OPENINGS LOT 2 265.88 W • sASIN # 1 FESS - -- -- -- -- -- -- -- -- ''� � Q RO 1� LOT 3 264.45 NTa -- -- -- -- -- -- -- -- � is SAWN # 2 �k� A. W, LOT 4 260.45 -- -- -- -- -- -- -- -- 3 NTT -- -- �CAP N0. 4= INVERT ELEVATION LOT 1 266.00 _ �6 ( BASIN FLOOR) LOT 2 265.38 -- -- -- -- -- -- -- -- �V * * LOT 3 263 .95 4 #4 HORIZ. U -BAR 12 8' -0 1/2 3' -8" 2' -5" 2' -5" 79 F- i i'iIK - iq +G 111 N CW 11. VISTMOT `� CIV11%. LOT 4 260.95 3 #4 HORIZ. STR. BAR 12 3' -2" REVIEWED BY: REVIEWED BY: OF CAIN 2 1 14 HORIZ. STR. BAR 12 V -2" -- -- -- 20 j 1 #4 VERT. STR. BAR 16 N -8" PARTI DESCRIPTION QTY ICUT LENGTH SIZE Z h VALID FOR 2 YEARS DATE VALID FOR 2 YEARS DATE W ' o. � REVISIONS APPROVED DATE W ERENCES DATE �H MAW �C.�I.e Tr w -r w r VTM E NGINEERING R A WI N N •. 0 RAIN PIPE RET, WALL L,ocATION: MONUMENT 'WHITE' LOCATED on". PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED w �Z F TH NE OF G ASCO NY OT 4' CREST A ES HORIZONTAL V 20' 3 iS o LA CoMTA I STATM ="w AIL — Z w Z SHT, 6 ADDED E REVIEWED BY. GATE. � f S BY. BY. 16C>4 1Q98 GASCONY RD.. LEUC:ADIA. C:A. 1433 G -x AP 2019. 3-1 /2 BRASS DISC IN 12 SO. �/ PARCELS 1 THRU 4, PARCEL MAP N0. 18621 Z Q 0 FRM CONC. VERMC:AL R.C.E. NO.; SOOS 3 i o,� ATIQk 64.29 OAT1JIIik CITY OF ENCINITAS wAcK�a EXP.: ?1 � 06 GATE: �/ (S/ CS DATE. APN 254- 171- 24,P'3 - �..� T F 6 DATE -ro R R WORK PROTECT NO. TPM/CDP 94-062 54 7 EE 6 0 `�' a