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1997-4813 G (Plans) NCINITA RANCH WORK TO BE DONE ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO LEUCADIA BLVD, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), WEST SAX PLANNING AREA AND THE STANDARDS AND ORDINANCES OF THE CITY OF ENCINITAS. LEGEND SITE UNION STREET T LOT NUMBER LOT 1 PACIFIC 0 s� In BUILDING PAD NUMBERS OCEAN z - o/ PROJECT BOUNDARY ---- - -� - -� 5 x a LOT LINE 256-330-07-" - ' I 256 -394 j PROPOSED SPOT ELEVATIONS ENCINITAS EARTHEN SWALE t _ I f CUT /FILL LINE b a - DAYLIGHT LINE — — — r — r r z s �151 1 1 �,a �s7 - M Q2 f R`a P -1716 I ' ' SLOPE EMBANKMENT (2:1 MAX.) VICINITY MAP g P n¢s P- I �— `.'A i, I s „ -- P P-179.3 P- ,ao.z� f I PUBLIC EASEMENT C UTILITY EE NOT TO SCALE i 7 1a 1 ar I P P - 17k1 II L- �— P& 1 EXISTING CONTOUR -1761 _ f T I , { +�u / 4- FINISH CONTOUR P fa a �/ 1 -ns.6. A p► �- —� 180 — 1 OWNERS / PERMITTEES y r; r I ;I — =� " ` TYPE "e" BROW DITCH D -75* V t !I , '� V r 11 V� PRIVATE D R. -T'1 D.R. HORTON r'/ f �_ � ' t RIP RAP ENERGY DISSIPATOR D -40 10179 HUENNEKENS ST. L ' 1 �I_ - coon _ v SUITE 100 a � <' SAN DIEGO, CA. 92121 7 - ) `( ``�� P ,� © P� STREET UNDERCUT (619)452 -3700 �, L 6 ±(+� - R'- ' �,Q � � P_ia1 s 1' P -t475 r• i l F'rno2 1 170.3 ,' {. 1� ��IL 1 - - f� STORM DRAIN AND APPURTENANCE PER IMP. PLANS El - J LEGAL DESCRIPTION } I © - � l 1 c C� 71 2 I P ,R1 R i EXISTING EASEMENT 0 r A PORTION OF THE NW QUARTER OF THE SW QUARTER, SECTION 10, r 5 1 ' 1 , _ f it IP`175B� -_ cc I I� k� GRAVEL ENTRY RAMP ' P- 166.6 I' P 171.2 P 1 73 18o �. II , /11 I y, ? I I Pte,-- : yam F ,�� STATE S OF CALIFORNIA, H ACCORD NG TO ( OFFICIAL PLAT THEREOF, SHOWN P I . - - !' EXISTING GAS LINE -- AS PARCELS A -E IN CERT. OF COMPLIANCE RECORDED JUNE 17, 1996, 65 \ P:14!5.5, , ` P Y �Ipry a IN 6 1 1 AS F/N 1996 - 0301072 O.R. P ; C l r r 1 =� ® f r EXISTING WATER LINE — T 1 r- ---- a I � 6 P »,aw6 1P -vya I P 172 I r _ 1, g EX SEWER LINE - -- — I, TOPOGRAPHY 1a HMI ® I, (0) �, I -1 �. P 7J ,5 P -175.5 1 .L p- IV 17381 I I Pr1 }6.5 P-177 sl 1 ' P 790 l r I I EXISTING STORM DRAIN C� PREPARED BY: SAN -LO AERIAL SURVEY I EXISTING WATER METER IA T - 4875 VIEWRIDGE AVE. SAN DIEGO, CA 92123 a DATED: JUNE 8, 1993 \ + �_ � . � ` � y � "�- - � _J. LIMITS OF INNUNDATION _____________ AAA OWNER'S CERTIFICATE \ �9_, ; ��; JJJ HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR "GEOLOGIST HAS BEEN OR WILL ``: h l r * SEE DETAIL SHEET 2 BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. m ` 7` -- -- - —_= y- � ,'✓� - _ - _�56- 340 -3h� _ __ = - � � - a► �� a a 267 =340 kY SIGNATURE DATE SOILS ENGINEER'S CERTIFICATE I, JAMES BROWN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING SOIL A N THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ME RTAU E IL CONDITIONS PREVALENT W KEY MAP LEGEND DURING NOVEMBER, 1996. ONE COMPLETE COPY OF THE SOILS REPORT COMPLIED FROM SCALE: 1 •° =100' THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY BOUNDARY ---- - - - - -- ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND VERIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED LOT LINE IN THE GRADING PLANS AND SPECIFICATIONS. SHEE INDEX 30 NOTES & DETAILS SHEET 2 PAD NUMBER f /* GRADING SHEET 3 PAD ELEV. P -100.0 7 Li IGNATURE DATE I ( LOT NO. LOT 1 0 R.C.E. N0. 43824 EXP. DATE: 06 -30 -01 � qq Q n/ EASEMENT DISPOSITION 9 �OF Ca h NO. OWNER DATE DOC. NOTES Q1 ENCINITAS SAN. DIST. 3/19/62 46236 A 02 ENCINITAS SAN. DIST. 6/28/77 77- 257027 B QRQF�S57U Q3 SAN DIEGO GAS & ELEC. 7/07/70 118541 B °� Nil ® SAN DIEGO GAS & ELEC. 9/03/30 BK. 1799 PG. 301 C gssu €, FEfiOND �LJ �� BK. 2037 PG 72 DECLARATION OF RESPONSIBLE CHARGE 9 �� m O SAN DIEGO GAS & ELEC. 4/26/50 SAN DIEGO GAS & ELEC. 1/31/46 F/N 11539 G AS Exp. 06-30-04 N 47393 G 206 C i I WO. C -48670 Z © BA I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT THAT I HAVE EXERCISED � RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE � BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 1 * 7t -' 07 SAN DIEGO GAS & ELEC. 4/11/61 62400 C I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF � CNI1 �P ® ENCINITAS DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. o� ^C !8e.70 EXP I\- SAN SAN DIEGO GAS & ELEC. 4/11/61 62402 C - . 09 SAN DIEGO GAS & ELEC. 2/17/72 39282 C ®- SAN DIEGO GAS & ELEC. 2/03/75 75 -24454 C 41 10 1 I, 4 10 SAN DIEGUITO IRR. DIST. 7/07/23 BK. 75, PG. 315 C SIGN PVC DAT BK. 571 PG 570 R.0 . N0. 48670 EXP. DATE: 6 -30 -00 ® COUNTY OF SAN DIEGO 9/23/36 248 & 204 4 8 ENCINITAS FIRE DEPARTMENT SAN D O WATER DISTRICT QR OFESSr ENVIRONMENTAL DATA EARTHWORK IMPORTANT NOTICE NOTES: ��� L, q� F Q ., �I 911107 �PPROVA FOR FOR WORK IN SDWD EASEMENT 1 STEEPEST EXISTING NATURAL SLOPE ONSITE = 0.65:1 CUT = 67,800 C.Y. SECTION 4216/4217 OF THE GOVERNMENT CODE A. TO BE QUITCLAIMED PRIOR TO DEVELOPMENT OF LOT 4. unsabr � • '- • 2. MAXIMUM VERTICAL DEPTH OF CUT = 16.9' FILL * = 67,800 C.Y. REQUIRES A DIGALERT IDENTIFICATION NUMBER BE B. TO REMAIN 4 m Chi 3. MAXIMUM VERTICAL DEPTH OF FILL = 21.8' IMPORT = 0 C.Y. ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE C. TO BE QUITCLAIMED PRIOR TO FINAL MAP RECORDATION. w m A . AVERAGE DEPTH OF CUT: 67,800 CY/7.45 ac = 5.6' VALID. FOR YOUR DIGALERT I.D. NUMBER CALL ALL FACILITIES TO BE RELOCATED PRIOR TO COMMENCING PLANNING ° ENGINEERING- SURVEYDdG N ®. 48670 10179 Huennekens Street * ADJUSTED BASED ON SOILS W EXP. s ✓aoio0 5. AVERAGE DEPTH OF FILL: 70,000 CY /6.27 ac = 6.9' UNDERGROUND SERVICE ALERT AT: GRADING OPERATIONS. ' San Diego, Ca 92121 `^.� ti REPORT AND ESTIMATED sso ct ates (619)558- 4500•FO619)558 -1414 9f f r V o /III (e -13 -q7 ti QF CA�If V 4& 9 PRECISE GRADING SPOILS TOLL FREE 1- 800 - 422 -4133 z SaxDigo,Lim SIGNATURE DATE SIGNATURE DATE — TWO WORKING DAYS BEFORE YOU DIG 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS z PFzvtsE sK€ar CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0 3 . LLB Q z ®Mp DESCRIPTION: STANDARD STREET SURVEY MONUMENT, Z ql (Z� C�'( PLANS PREPARED UNDER SUPERVISION OF RECOMME DED AP OV D ROUGH GRADING PLANS FOR: 4 ELEVATION ON BRASS DISK. AND SHiEr 7(006100 to _ HORIZONTAL 4 II 1 LOCATION: CEN THEU N NTERSEC X ON OF OAD, STREET SOUTH 1 -40 DATE BY: _ BY / _ ENCINITAS RANCH 4813 -G �, 0 , A5 t3UlI? �� VERTICAL / � -1f 48670 DATE: �'rc�g7 DATE: "l WEST SAXONY PLANNING AREA ELEVATION: 184.410 N A R.C.E. N0. M o j DATE ENGINEER EXP. 6 30 00 WORK PROJECT NO. 96 -170 SHEET 1 0( 7 0 m m E: \1375 \41 \SHEET1 - GRADING.DWG ? TOP OR TOE GENERAL NOTES EROSION CONTROL ENGINEER'S SPECIAL NOTES - - 2:1 SLOPE OF SLOPE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICA- 1 • IN CASE OF EMERGENCY WORK IS REQUIRED, CONTACT MARK MULLEN 0 452 -3700 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR r - - TIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY ( D I (� / 2 2' OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ' CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT ALL LOCAL AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. I L - - J CONVENIENT LOCATION TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 2 I �� -- F- 2. THE SOILS REPORT TITLED "UPDATE GEOTECHNICAL INVESTIGATION AND GEOTECHNICAL . CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING P -1 80.0 P -181.0 I I � ENGINEER OF RECORD, ENCINITAS RANCH (WEST SAXONY PLANNING AREA)" PREPARED BY THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS I 11 R.G. PER PLANS (2' UNDERCUT) TOP C TOE GEOCON, INC. DATED NOVEMBER 1996, SHALL BE CONSIDERED AS A PART OF THIS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO A A l0 OF SLOPE rL GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ENG INEERING INSPECTOR. NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE AND SPECIFICATIONS CONTAINED IN SAID REPORTS. ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH I 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE PERFORMANCE OF THE WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM I 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. THE SOLE NEGLIGENCE OF THE ENGINEER. PRIVATE DRIVEW OF PUBLIC DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE - - - - - - L - - - - - - J N.T.S. -� SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND WITH IMPROVEMENT PLANS. REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS, AND THE RESPECTIVE VERT. CUT UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. IMPROVEMENT PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD 0 TIDE LOT 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 558 -4500. THE CONTRACTOR SHALL ALSO TAKE *WHERE ELEV. DIFFERENTIAL EXCEEDS 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION 3', USE 2:'l SLOPE. PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE PREVENT TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL 32' 8' REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. . BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME 6. HE DEVELOPER 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. TYPICAL PAD DRAINAGE SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH INCORPORATED HEREON. NOT TO SCALE IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED 2:1 CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OR OUR KNOWLEDGE, THERE ARE PROPOSED ,, �� y� x _ 2:1 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING PL OR FENCE LINE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SLOPE AT THE CONCLUSION OF EACH WORK DAY. FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE TOP OR TOE R.G. PER PLANS (2' UNDERCUT) ( TOP OR TOE SAFETY AND HEALTH STANDARDS, LAWS AND REGULATION. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORK, WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN OF SLOPE OF SLOPE WORKING DAY WHEN THE FIVE (5) DAY RAW PROBABILITY FORECAST EXCEEDS FORTY AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF 1/2 MILE OF A STRUCTURE FOR PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISIONS TO THE PLANS IF AS BUILT LOCATION 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. OF GRADED SLOPES (909 COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. TOP OF SLOPE 1 ' _ PRIVATE STREET 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF 5. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND SHOWN ON PLANS ONSITE WITH THE FOLLOWING PEOPLE PRESENT; CITY INSPECTOR, CIVIL ENGINEER, SOILS THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT OR VERTICAL CUT PAD N.T.S. ENGINEER, GRADING CONTRACTOR AND PERMETEE. THE PREGRADE MEETING SHALL BE DEPARTMENT OF CONSERVATION. SHOWN HEREON. CONTRACTOR SHALL REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH - - SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619)633 -2770. ARE DAMAGED DURING THE COMPLETION OF THE SATISFACTION OF THE APPROPRIATE AGENCY. $LOPE PER somomw EXIST. PLAN 3 . R/W 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 6. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER 30' VARIES SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT * CONSTRUCT TEMP.BERM AT 18't FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL H Y D R O S E E D TRENCH BACKFILL WAS COMPLETED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. TOP OF ALL PAD SIDE AND REAR SLOPES. ELEV. PER 8 COMPLY WITH AL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 7. THESE PLANS SHOW THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY PLAN 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL 1 VERTICAL STEEPER B ND WH N THEY ARE:LOPES THAT ARE GRADED 6:1 HORIZONTAL TO IMPROV IMPROVEMENTS HALL BORN �BYLTHE SECTION A -A 2 2 -- GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER ENGINEER OR TEMPO - - IN SHALL BE PERFORMED R IN V SUBS ANTIAL CONFORMANCE WITH THE APPROVED GRADING B EEN AS B EROSION DUE O TO E THE ER ION I N RESISTAN T CHARACTER , R HE MATERIAL AS APPROVED OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. EARTHEN BERM DE T AIL BY THE CITY ENGINEER. 8 EXIST PAVEMENT SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS ENGINEER WHO CERTIFIES SUCH . PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION, WHICHEVER OCCURS FIRST, N.T.S. ✓� f U � a GRADING OPERATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK, IN WRITING, WHENEVER THESE SAWCU AND BERM. & REMOVE 1' 2. CONTRACTOR SHALL IRRIGATE TO MAINTAIN THE MOISTURE LEVEL OF THE SOILS AT THE PLANS SEEM UNCLEAR. EXIST PVMT & BERM OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED AREA. SAXONY S T R E E T NOTIFICATIONS HYDROSEEDING MIX CONSIST OF ALL THE FOLLOWING: 9 CONT S UTTILITIES. THE SURVEYOR HOU PRIOR ALL ° NECES S SARY FIELD 3' WIDE OR WIDTH PER PLAN N.T.S. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: SHOTS TO PROVIDE THE ENGINEER OF WORK WITH A LETTER OF CERTIFICATION STATING V yA�� d 6 , THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES 6" 6° 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN A. 20 LBS. PER ACRE OF ROSE CLOVER AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST B. 20 LBS. PER ACRE OF ZORRO FESCUE. THE APPROVING AUTHORITY. OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA "M CCAFEIPRI CaABIONS 5CEL0 WIO' BY2 PLANS, HOWEVER: D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA 10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER, AND THE CITY INSPECTOR. THE °" CELLS N /GH (15'X6') THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT F. 1/2 LBS. PER ACRE OF DIMORPHOLECA GENERAL CONTRACTOR'S SUPERINTENDENT IS REQUIRED TO UPDATE SAID PLANS WITH AS- 6 �. ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE G. ITEMS C, D. E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS BUILT INFORMATION ON DAILY BASIS AS WORK PROGRESSES SAID PLANS SHALL BE CERTIFIED 3" -2000 CONCRETE \� CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, o ° W /1 17 GAGE STUCCO OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF STREET OR RESIDENTIAL STRUCTURES. AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. ° ' NETTING J g 0 UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING / a %4T BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE 11. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORMATION. D =1/2W UNLESS 6" CONCRETE CUTOFF WALL TO BE A. SEWERS - ENCINITAS SANITARY DISTRICT - (619)633 -2770 HYDROSEEDING. DETAILED PLANS, A SEPARATE PERMIT AND INSPECTION WILL BE REQUIRED FROM THE OTHERWISE SHOWN CONSTRUCTED AT BOTH DOWNSTREAM 1 7 P P o o PER D - B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC - (800)422 - 4133 I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED BUILDING DEPARTMENT FOR ALL RETAINING WALLS. AND UPSTREAM END SECTIONS. 1 I G \ti��. � <23'THICKM/N•) C. WATER - SAN DIEGO WATER DISTRICT - (619)633 -2848 CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE SEE DETAIL THIS SHEET (2.7'THICKM /N.} G CONSTTDELEII /3,2.0 1 E CABLE DANIELS PACIFI CABLEVISION (619)931 -7000 J 0)422 - 4133 . NON PHYTONTO TAG ATTACH TO, OR C WETTNG AGENTS MAY DDED TE SLURRY 12 MADE 0FTHISDPLAN. ALL CONSTRUCTION UCTION CONFORM A DDBETOSUBJECT lv 4 7o /NITSS /�oWN oa <MlN 4'�•N /ND HERDWfJLL} AT THE DISCRETION OF THE CONTRACTOR. TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. ED TYPE D TERRACE AN WORK ON THIS PROJECT. PHONE (6119)633277FICE 48 HOURS PRIOR TO BEGINNING MODIFI O 2 TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. 13. DITCH ELEVATIONS SHOWN ON THESE PLANS WERE DETERMINED BY IN DITCH PER D -75 � Rip ooe 4C'CE= 2 Y O ENG LLS E W!!JE 8Y2 CELLS INTERPOLATION FROM NOT TO SCALE THE AERIAL TOPOGRAPHY. ACTUAL ELEVATIONS MAY VARY. CONTRACTOR SHALL ENSURE 73/� Z 0 TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE MY DRAINAGE GETS INTO CONSTRUCTED LINED DITCHES, AND REMAINS THEREIN UNTIL FL TO RE JECTION AND REMOVAL. ; q , � N . 33 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT MECHANICALLY PUNCHING NO LESS THEN 50% OF THE STRAW INTO HE SOIL. DISCHARGED INTO UNDERGROUND DRAINAGE SYSTEMS OR ENERGY DISSIPATOR DEVICE. LINED DITC STORM DETAIL ` <� O TO RE 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE, 16 -20 -0, WITH 159 SULPHUR p 0 APPLIED AT THE RATE OF 500 LBS. PER ACRE.` //9 7 ° / - ' Z D ROJ? W GRADING FS °. FL Q� O� O ° OFESS/ 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: / 9 ��m �i9S ----- Np L ,/ c�` �?i� z UNDER HIS /HER DIRECTION HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT 'rs - 1/2 1 -1/2" C� � � IF�N �� .6fl Q 1"X1 -1/2" 17 = AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SHALL 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: BUBD /U /S /ON �� GAGE STUCCO NETTING � (n SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL BoulvagRy / GQ• ° C- /t8670 MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT A. TRACK WALKING SLOPES STEEPER THEN 6:1 CUTOFF WALL '' Exu. 06-30-04 OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. / / THAT IN HIS /HER OPINION. ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN X786 Dc� //7• �jj,* CNA, W \Q �/ ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND 2. CONDITIONING THE SOILS SO THAT SUITABLE FOR PLANTING BY: �F.� �� F CON3T. TYPE 'D' ''` Of Chi SHOWN LL LOCATION Q EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ' p s D /TCHPERDETA /L DETAIL - LINED DITCH CUTOFF WALL SEE DETAIL THIS SHEET SHOWN ON U) Co CONSZTYPE D A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE SEED BED. / 8 '' NOT TO SCALE Q DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND B. THE ADDITIONAL OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING Z - 7 SLOPE AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. D17VH10ER49ETA /L it "T]NEEq LINED DITCH TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED UNTIL TIME AS O SO% PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE / / /.o I LT CONFLUENCE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE A 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. Y4 TON RIP RAP BROOKS INLET s' S 2 NOT TO SCALE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONA- PERD-4D (TYP) �" TG. =Il7.0 1 �0 16" 2' L-Li BE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH (Z.7'7HIC1f) 81, F.L. =//4.0 THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO TIE INTO EXIST. ¢Z" R r [ 48670 SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH RIPRRP ry 0 /?/P R, RA ND L MA TIN Q � '�� C'i° C O -- EXP DATE < OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CNTRAC- � �° � 2 s z TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT " a '� n �, g" ACCORDANCE WITH SPECIFICATIONS. P Y`I TONRIPRfIP j CC. 3" T PER D- 4D(TYP.) 6" e CONC. BILK. SPLASH MOUND GROUT 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH GAB IONS (2.7'THICKM /N.) S, �� a ¢ ALL. GROUT CORES SOLID. SURFACE AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS b t� CoNSt To SLOPE LIMITS SHOWN /75 IN. VERTICAL STEEL 6" D.G. TRAIL J��k BAR ®24" D.C. �O' 6" FA SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND �� r , �Z #4 BARS FULL LENGT 3 LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER N �q EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED o _ �� R 9v /y 9 f "q< 3 GRADE Q ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. " " SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE i F� Utz \ STOR 1�ErA�� e y� M4P 3" 470 C -2000 C ONCRETE ITH LR _ �P rj�� 6 X 6 X 10 GA. WELDED WIRE MESH \ \� z O EL. ° " NO, 48670 m / D° 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, §6 ° Q '�O i A THICKEN END SECTIONS CONCRETE DITCH 3 • 1. // ��! // ° I EXP 6/30/00 TYPICAL BOTH SIDES THIS SHEET AS MODIFIED PILED OR OTHERWISE DISPOSED NoText NoText NoText NoText NoText NoText