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1996-4677 G (Plans) �I LEGEND WORK TO BE DONE: a G RADING SOILS ENGINEER'S CERTIFICATE ITEM STD. DWG. SYMBOL C. GRADING - 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I, DANIEL B. AD ER A REGISTERED CIVIL ENGINEER IN THE CUT SLOPE (2:1`MAX.) - - CUT Z" / 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF (DA8FED = EXISTMG) C WORKS CONSTRUCTION: THE DESIGN EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF _ _ _ _ CONSTRUCTION STANDARDS OF THE CI TY OF ENCINITAS AND THE SAN DIEGO COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED F /LL STANDARD SPECIFICATION FOR PUBLI AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR o ESSIq� FILL SLOPE (2:1 MAX.) - ' -------- -- THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR I ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON UNDER MY DIRECTION BETWEEN THE DATES QGr 1995 AND DS: 105 q4� tll AO,, COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, q '� PROPERTY LIE --------- - - REOUEST FOR INSPECTION. AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS SELF STORAGE OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE GRADING OF THE N(1 3W37 PREPARED BY SOU (FIEIZLI CALF CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS EASEMENT LIE - -- - - - - - - - 2. THE SOILS REPORT TITLED FACILITY PR ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL AND CERTIFY EMBANKMENTS _ SOIL 'MG ACCORDANCE SHALL BE CONSIDERED AS A PART OF THIS THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT ♦ FXf. b3G yG t@ AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. / nfCaU� EXISTING CONTOUR - -- - RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT- 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO DATE: b 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL / / ' C ' 9j FINISH CONTOUR - - - -- ---- - - - - -- - - -- /3 CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR EXISTING GRADE- --------- - /2 8 G ') SIGNED: �/ 1 LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO -- - -- - - - WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS RCE NO.: EXP. DATE 6- -96 THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS- /�9 O PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN FINISH GRADE -------- ------------ 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. 3 . ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL DRAINAGE SWALE (2' /e MIN.)- 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU'T'IONS REQUIRED TO SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE -� DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION -�-�- �` DAYLITE LINE ------- - - -- - -- - EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON:; WHICH THE FILL IS TO BE PLACED. DECLARATION OF RESPONSIBLE CHARGE F LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF DOWNDRAIN /13120W 011C PEI? D -75 (TYPE A) 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE THAT Z HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE SANDBAGS REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS SURVEYOR. CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE tLO=FFEL ZOGK IZLP -IZAP P912 D -40 ' 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE S LOPES I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS DEVICES, INCLUDING SHORINW, AND SHALL BE RESPONSIBLE FOR CONFORMING OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT 1 WA LL PEIZ p ETAIL =5WEF=_T3 TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR DESIGN. EXCAVATION OR EMBANKMENT SLgES WHICH ARE LIABLE TO BECOME LOOSENED 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 MILE OF SHALL BE REMOVED AND DISPOSED OF. )THE TOE AND TOP OF ALL SLOPES THE LARET COMPANY BETWEEN THE A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5708 aDelBosque P.O. Boox x 9 96 661 RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL P Rancho Santa Fe, CA 92067 nr (619) 766 - 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL ��4",. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR DATE: i OF AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER UCH MATERIAL. A,LARET BY: CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY S (, t D LAMICAPING tw A RC NO.: 29375 EXP. DATE 3-31-99 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL 1, ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM'TO THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH IRRIGATION STANDARDS. d REGARDS TO THE HAULING OPERATION. E 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PE OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY RMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, SLOPES PRIOR TO O QWNER'S CERTIFICATE OWNER & PER MIT TEE: AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 1 LEUCADIA PARTNERS LTD. UNDER PERMIT NO. 467 HAS BEEN PERFORMED IN SUBSTANTIAL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST Cep 000 NALLIDAY CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE E EROSION CONTROL HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL ,GRADING ACTIVITY 4265 I016 9T• ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE 1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB H A LLIDAY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. gqN DIEGO CA. 92103 DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING AT 295 -5700 TEI..(rcl9) 295-5700 OPERATION. DATE: 7 �� 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE MR. BOB HALLIDAY SITE ADDRESS D. NOTIFICATIONS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY NCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS S RRAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN T RAIN IS APN 255-040-06 STE ATE � 1. THE EXISTENCE FACILITATE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH CH OF EMINENT. STRUCTURES TO THE BEST OF OUR KNOWLEDGE THERE ARE NO DS. BLE RECORDS. AVAILABLE EXISTING UT ILITiE 3. DEVICE S EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. S SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO THE APPROVAL OF THE ENGINEERING INSPECTOR. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO LEGAL DESCRIPTION: S THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ORDER TO THE SATISFACTION IT I WORKING O SFACTION OF THE CITY ENGINEER AFTER EACH SITE. WORK 11.11 A 5 To ANY ENC T FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR RUN -OFF PRODUCING RAINFALL. POIZ. LOT I,t?ANC L A O EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND MAP 646• NOTIFICATION OF COMMENCEMENT OF WORK. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL A. SEWERS - LEUCAOIA COUNTY WATER I715TOC - 800 ^422 -4133 S GRADING OPERATION OR REQUIRED H NFOESEENCIRCUMSTAN ES T WHICH B. GAS & ELECTRIC - 800/422 -4133 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY MU111C17A1. WAlG�t2 gl9f 7 53 -646fe PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED C. WATER - OI.IV ENNAIN WATERS CREATE A HAZARDOUS CONDITION. D. TELEPHONE - 800/422 - 4133 - PACIFIC BELL 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING E. CABLE TV - 800 / 422- 4133 C ®X CABLE PLAN SHALL BE INCORPORATED HEREON. in 4 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM ^_ THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 -2770 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL INSPECTION. PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT JECTION AND REMOVAL. BENEFIT OF INSPECTION WILL BE SUBJECT TO RE BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO a NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF O Q P`J t�4 a CONSERVATION. �I J QCARAMOA AV o W a 0/ NA /N ENVIRONMENTAL DATA (IN GRADING ARE � Fn/ Q R D. EARTHWORK: w z o � � Q 1) Steepest Existing Natural Slope On -Site = 10% CUT= -8' C.Y. w <LLOw,�,oVEN RD z 21 Maxi Vertical Depth of Cut = N /A FILL= 22900 - C.Y.± 81 ORCHARD y ® � (n IMPORT/= 22900 C.Y.± �gti °�5 A. �' w z s 3) Maximum Vertical Depth of Fill = II� 4 y Q f!"- - 1147 G-4 W W EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS D W 4) Average Depth of Cut - ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL N 0. 29375 TH BROS. _ z z N /A VICINITY MAP: QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR � EXP. 3-31 -99 `* N O Scale z SWELLING FACTORS. T q CIVi1- Q\a 5) Average Depth of Fill = 8.5' re of CA APPROVALS CITY OF ENCINITA8 ENGINEERING DEPARTMENT DRAWING No. w � REVISIONS APPROVED DATE REFERENCES DATE BENCH MAC OGRES CO NITY DEVELOPMENT Q! E.2. w- "� 6 PLANS PREPARED U BY: SUPERVISION OF RECOMMEND D _ A O�/R V D i ADD SNEE 3 -, - N77 FINAL 0 STD. EL 6 MOA/ 9Y: "� STOCKPILE GRADING PLAN 4677-G - EL CAMlA/0 REAL ATOL /UENN/]/N HORIZONTAL NONE �ti� DATE 7 p �q/ RD. COUNTYBENCL/MARKBOOKPAGE �r�' R.C.E. N O.: 293 75 DATE: 7 -9 -96 DATE: PORTION OF LOT 1, MAP 848 104,D4TEDAPR/L1986CAL.CODRO. NONE SHEET I OF 3 INDEX 326 -/6B9 (MAD 27) VERTICAL ENGINEER EXP. 5 - 31 - 99 WORK PROJECT No. 531 96 -032 MIN EL.= 79.7 /6 FEET, USGS,M.SL. DATUM JAMES A. LARET SCALE: I "= 40' r � _ ,cE E9S - ' TNIS GAS LINE IS TO BE R �L//lELY d 40' 80, 160 f of ti E� oTO so NE OrI TIONS ARE ON OING AT TY S � �) 6O / NOT BE R MO EO IA/ THE FUTURE. R MAY 60 /C OFP �� NT r t° SE ' Rer B - 25- / '6 f N T f 1 T y . �jGE 74g¢ f E T /ST. PvBL/C ROAD) E.4SEM TO BE /NSrALLED T A __,, - F P C /TYOF6&C /N /TASP IA 1 'OpSEp Dc 1995 - 05342 „ � C/TY p� /O POIiE,y REC. OK 27 /995 OF 0, A7 !! - -5 C R[ x -•. _ . / �T. N,4GEEgSEM an `CGEVi4T SAD N o a y A TS m tiS 4X A/ O�` .P /!y I ; v ilP 1 30 S'EC. 9 22- r N,. , �ss CARLSBAD 14+00 C _- • ITAS ,. • 3 0 15+00 II 4 EXIST. ESM T. TO 0.4 W- ' " o PER F/P 99- 00566/ �, EXIST• DRAINAGE ESMT a ADDITIONAL N R - _ NOTES: TO C ITY OF ENCIN/TAS P i - C #1996_011 1 r•�.; .-- � 1. JUTE MATTING, NYDROSEEDlNG, OR '� R 3- 4- /996 � 0•R • � ' 9 APPROVED EQL/IVALENT _ _ W , °+, '_ '., c 1 "s�., -930 � {- ON ALL EXPOSED SLOPES. l - 2. TOPS OF ALL SLOPES TO BE DICED OR _ :- EXIST. ' OF &NcI EASEMENT TREtVCNEO TO PREVENT WATER F100M a -_ ', - ER • r t TO CITY' OF ENC /N /T�47S P FLOW /NG OI/E/P THE CRESTS OF SLOPES. r rw ARE rr,. .. NIGH nv 93 1 = 93 3 ,BAG c - ' BQ f l BW- 82 9 I (MAX.) t $I, Y Q r } z _ NOTE • LOW � .r , � , "`__ I rV:i Ir rr /L -i ,��1• ER BAG ROW TO BE ti f~ g9 s• t � r rr� I w 0 po B[/ _ ,P/ED 6 °'UNDER GRADE rW I w 92 TEMPORARY SAND BAG - -- a o!: .v. �_��5 �_�., -.4 I A � W. 82- ; e I. f F , ",...,,... g ee —� TN 922 t NO SCALE TIN= 83 ;2 A w4 -- "_ 71Yz 929 r BNJs $$ r. /� E3iYc 83 99 S f <" SgNp 4 ey3` 4 ! E nA Lm 2b6 a GS �TY,o / ` 9 2 s ~ WALL DETAIL _A 4 • 7 Jlr EASE BNy, ° / NO ALE P p SDG66r �. / ., A ,j 1 �►�; �' 1 P � ^�+ \y � 1 P 'N�.. - ©6 ,, ., c _I. / - t N 1 l �K A. 255 040- -Y: _ 563.!0, RD' 1 N } ` n n // (_ J / t N 1 , ,PM - z APP/?OX. LOCAT /ON OFSETTLEMENT ti A G o MONUMENTS 4 ( ,V0 30 /S E� / V! / U tV N f �, N C b� SITE , < 3 A t91 L_ r o f APPROX. A 111! �I l AREA OF /00 YE R r ' P I-/ OT ' FLOODPLA /N ER OME DEP °'; � H SPECIE /C Pe-A& r. C�r� r 11 v 8 . ' 82,1 71 x x Ln a ' t Y N 1 INDEX MA P N - -- / ___ _ -- Q =300 W) 1_ r t z L t ` P • _ �J W Z CD 0 zo REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. w < i ADD SHEET 3 STD. COUNTYAi-lo MOH- PL�S PREPARED UNDER SUPERVISION OF RECOMMENDED A 0 E ADD COFFEE WA LL DCOUNTYBENC/- /MARk' 60 KPA HORIZONTAL 1* 40 r _% ' .DATE : BYBY:' STOCKPI GRADING PLAN 4677— G IeZE ✓ /SE GRADING 164, DATED APRIL 1968 CAL.COMD. R.C.E. NO.: 29375 - 3 2(c -/669 (HAD 27J VERTICAL �� _ _ I L MATE: ? 9 9� - DATE: PORTION OF LOT I r MAP 848 INDEX — � Et. = 79.7 /6 FEET,USGS, M.SL.OATUM J A M ES EN�INARET ExP• 3 -31-99 WORK PROJECT No. 531 96 -032 MIN SHEET 2 OF 3 i n i 2 Miragrid ST L = 0.82H = //. 5� 20' 4 Mira rid 5T L = 0.441 = 9 i Number of Blocks Between Primary 20• Geogrid Layers 4 4 Miragrid 5T L = 0.571 = B j Number of Blocks Mira rid 5T L = 0.811 Maximum Height Reinforced Soils Between Primary ] ' H = 14.0 ft. = 33• min. Geogrid Layers 4 4 Miragrid 5T L = 0 .50H = 7� Retained S0113 Mira rid 5T L = 0.62H = 7 0 = 30' min. Reinforced Solis Retained Soils Maximum Height 4 H 13.Oft. 0 = 33• min. � = 30 min. = 4 Miragrid 5T L = 0.431 = 6 Miragrid 5T L = 0.541 = 4 4 Fil+* F ,� Miragrid 7T L = 0.341 = 5 _M Miragrid 5T L = 0.461 = 6 I Water Level Ge neral Notes Embedment t 4 Backdrain per Soils Engineer GROUT THE FIRST io M"" eR'o woN 4.0 ft, of Records Recommendation couases of LoFFEL gLoc,KS 2.0 ft. 4 1. Loffelstein precast concrete unit installed per Foundation Soils Miragrid 71T L = 0.461 6 manufacturers specifications (2.3 feet on center, >� = 30' min. staggered courses), fill in and between units, with 7.0 ft. materials specified by the soils engineer, hand p Fi�RIO 140" tamped into place. Top rails should be exposed prior to placement of the next course. Walls cannot Wall Type ..A.. 00000 be built steeper than indicated. Individual Loffelstein units must have a compressive strength of 4000 PSI Cross Section Through Maximum Height I ft Aggregate Base at 28 days per ICBO report No. 4610, dated June Scale: 1" = 2' ,. ; ,,; ; . • � evelin Pad 1994. Note: Required for H > 5.42 ft. Base Length = 0.96H • 2. In —place wall must be constructed to be within a i Foundation Soils 1 = 30' min. cumulative tolerance of 6 inches along both wall height and width. Each block course must be placed Wall Type "B" to a tolerance of 1 inch. Cross Section Through Maximum Height 3. Maximum spacing between blocks is 10 inches. J Scale: t" = 2' 4. Allow 0.25 inch to 0.5 inch gap minimum between the I V5 top lip of the first exposed unit and the next unit so exposed units may move and generate active earth pressure on the wall. Number of Blocks 5. Temporary cuts as directed by the geotechnical Between Primary 7Miragrid = 0.791 Layers Geogrid Lays engineer based upon field conditions. Reinforced Soils 0 = 33' min, 6. Special inspection is required for the placement of 4 block and backfill. Maximum Height Miragrid 5T L = 0.62H 7. Wall must be designed in accordance with H = 11.38 ft. Retained Solis recognized engineering principles and ICBO report = 30• min. No. 4610, dated June 1994. The design must be 4 approved by a building official. A soils report must be provided for each project site. The report must Miro rid 5T L = 0.531 specify soil strength parameters. 8. Geogrid layers installed per manufacturers 4 specifications and approved by the soils engineer per Mira rid 5T L = 0.441 the soils report. 9. Before this grading plan is "AS GRADED" the Backdrain per Soils Engineer soils engineer shall attest in the "AS GRADED" Embedment 4 of Records Recommendation soils report that he has field inspected the 2.0 ft. construction of the Loffel Walls and he shall certify that the overall slope is stable with the • a I ft. ': • '` Aggregate Base Loffel Walls in place. �x F " Leveling Pad *Note: Required for H > 5.42 ft. 10. Soils within blocks need not be mechanically �— Base Length = 0.83H compacted. Foundation Soils 11. Overlap of geogrids is not necessary. Edges = 30' min CITY OF ENCINITAS ENGINEERING DEPARTMENT - may be butted. Joints are not allowed in the hout direction of the T yp e STOCKPILE GRADING PLAN strength geogrid. Geogrids Wall T e C should be installed with the strength direction '°�. perpendicular to the wall face. ?.y Cross Section Throu Maximum Height PORTION OF LOT I, MAP 848 (N4 scale: I" = 2' WORK PROJECT NO. 531 9 6 - 032 MIN 29376 CP Soil Retention Systems Inc. rM Geogrid Reinforced Loffel Wall APPROVALS DESIGNED BY DRAWN BY CHECKED By R @VISIOt1S Name Date Prepared under the supervision of: QR�F aNq� Pr ojec t: o sEM� F DRAWING N0, RECOMMENDED APPROVED PLANS PREPARED UNDER SUPERVISION OF �Q� ���. ti992�a ) O I i v e n h a i n Self Storage Date Descri tion B Drawn DAO 9/23/96 y ° 9 �^ � .400nk. 5AwETTo¢G77 , CA ,i- �4L ?� u No. 2294 Location: Encinitas DY : BY : ATE : DID Desi ned ¢ Exp.121311 / C �/ 9 DAO 9/23/96 W. 0. N o .: 679 4 V/ _ DATE : ll /9' g� DATE: EN G ER R.C.E. NO Q937�j J A emi ara RCE 46193 * s T C r ° r E � "N\G ��P* 9/23/96 hecke JAS 9/23/96 nr CA��E Date: JAMES A. LARET Exe 3 -31 -99 - GE 2294 SNEET 3 OF