Loading...
1994-4119 G (Plans) GRADING PLANS FOR = EL CAMINO REAL CENTER IN r WORK TO BE DONE THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA LL GENERAL NOTES GRADING GARDEN VIEW ROAD S OILS ENGINEER CERTIFICAIF I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE FLANS. THE STANDARD 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN CONSTRUCTION RROJECTS SITE I. WILLIAM D. HESPLER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFOR. OR UNDER HIS/HER DIRECTION. H SHE SHALL OBSERVE AND TEST THE EXCAVATION PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL PLACEMENT AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON SI TE CERTIFY THAT A SAM THIS TE WAS MADE SAMPLING NG AND STUDY OF THE SOIL CONDITIONS PREVALENT WITH ME OR UNDER MY DIRECTION BETWEEN THE DATES 12/21 . � & BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. THE COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT MOUNTAIN VISTA DRIVE 0 HIS S I 4. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STU OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION FOR EL CAMINO REAL AND THAT IN HIS /HER OPINION. ALL EMBANKMENTS AND EXCAVATIONS WERE w WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE RETAIL CENTER PREPARED BY ROBERT PRATER ASSOCIATES DATED JANUARY 1994 CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL CITY ENGINEER. FURTHERMORE. I HAVE REVIEWED THESE GRADING FLANS SHALL BE CONSIDERED AS A PART OF THIS GRADING FLAN. ALL GRADING SHALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. °z INCLUDED IN THE SOILS REPORT I IN THE GRADING FLANS AND BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS FOR THIS PROJECT HAVE BEEN AND CERTIFY THAT THE RECOMMENDATIONS SPECIFICATIONS. CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE z POSITIVE DRAINAGE AND PREVENT FONDING OF WATER. HE %SHE SHALL CONTROL 0 SIGNED: 3. APPROVAL OF THIS RAN DOES NOT CONSTITUTE APT70VAL OF SIZES. LOCATION SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED ' " AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF ENCINITAS BLVD. WILLIAM D. HESPLER 31 RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION G.E. NO.: � CINI I 1 /�/ g7f /O REQUIRED IN CONJUNCTION WITH IMPROVEMENT FLANS. CONTROL MEASURES HAVE BEEN INSTALLED" 1� / MAP 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. BE FILLED SHALL BE FREPgRED TO 6E FILLED AND FILL SHALL EXP. GATE: 3 T! 3. ALL AREAS TO Ia f RACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER NO SCALE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE * c�;u3,�sv ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR SURFACE UPON WHICH THE FILL IS TO BE PLACED, LOOSE FILL AND ALLUVIAL ^ ON � I A/�f7 -p� �/1 -n/1A1 A��� DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED �V/r ICJ F C GRADING. SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT (90 %). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY OI GRADE EXISTING SLOPE 0 1.75:1 PER FLAN AND SOILS REPORT RECOMMENDATIONS. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK TO PLACE. SPREAD. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH O GRADE EXISTING SLOPE 0 2:1 PER FLAN AND SOILS REPORT RECOMMENDATIONS. WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY SFECIFICATIONS. A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. O GRADE 6' WIDE BENCH PER FLAN. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE GRADE 12' WIDE BENCH PER FLAN. 4 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SCOFFS OF EXCAVATIONS o INCLUDING SHORING. AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL. AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE O CONSTRUCT TERRACE DRAINAGE DITCH.TYFE "D" PER S...S.D. D -75,2% GRADE MIN. DECLARA /ION V� RESPONSIBLE VNS/BLE CHA STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGULATIONS. DR ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES © JOIN EXISTING DITCH PER PLAN. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) MILE OF A WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE O CONSTRUCT RETAINING WALL GUTTER PER S.D.R.S.D. STD. DRG. NO. C -14. HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED GRADING ORDINANCE. HOLIDAYS. ® CONSTRUCT WALL DRAIN PER S.D.R.S.D. DRG. NO. C -14. DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT T 5. ALL TREES, BRUSH. GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCT MASONRY RETAINING WALL TYPICAL SECTIONS, SHEET 2. DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 9, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A FREGRADING MEETING HAS COLLECTED, PLED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR IO PROTECT EXIST. STRUCTURES IN PLACE. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY T BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR. SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME. 3 CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PE 4 E. THE APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS II INSTALL 3" WC FROM WALL DRAIN TO OUTLET THRU WALL. ENGINEER OF WORK. OF MY RESFONSIBILI TIES FOR PROJECT DESIGN. ADVANCE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 12 CONSTRUCT RETAINING WALL OPENING FOR 3" PVC DRAIN PER S.D.R.S.D. C -14. By. k_ ( DATE: L ADVANCE BY CALLING (619) 633 -2770. THE DISPOSAL OF ANY SUCH MATERIAL. MODIFIED. 6" RIM TO TOP OF WALL. ml 94 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 13 INSTALL 4" PERFORATED RFE WALL DRAIN AT BACK OF WALL PER SECTION. ERIC K. ARMSTRONG. RCE,, 6083, EXP 6r30,196 CONSTRUCTION SITE WITHIN THIS PROJECT. THE DEVELOPER SHALL SUBMIT TO AND LANDSCAPING 14 SAWCUT EXISTING - - U t LT j1 � �< RECEIVE AFFROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH FLANS APPROVED 15 REMOVE EXISTING CONCRETE TERRACE DRAIN. <S ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING 16 CONSTRUCT EROSION PROTECTION AT 3" WALL DRAIN DISCHARGE (5 LOCATIONS). w W m �, No. RCE ll. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. HYDROSEED 1.75:1 8 2:1 SLOP=S. INCLUDING SLOPE AND BERM ALONG EL CAMINO REAL. �G 14 A G * ExP. 0$3 6 96 - TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY. AN AS GRADED 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPS PRIOR TO IS ONE ROW SANDBAGS, TWO BAGS HIGH CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. OCTOBER I OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN 360" 4119 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE OCTOBER 1 AND APRIL 15. 19 EXIST. 5' BENCH AND EXIST. CONCRETE DITCH TO REMAIN. 12GE bA r AFFROVEO GRADING FLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS ® CONSTRUCT TYPE 'A' DIKE PER S.D.R.S.a G -5. STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL 3. CONTRACTOR SHALL REFER TO SOILS REFROT OR CONTACT SOILS ENGINEER FOR o LEGAL DESCRIPTION WHO CERTIFIES SUCH GRADING OPERATION. INFORMATION REGARDING EARTHWORK SHRINKAGE, SUBSIDENCE, STRIPING. BUILDING OVER- 21 CONSTRUCT 4" CURB CORE FOR PERFORATED WALL DRAIN DISCHARGE. EXCAVATION. ETC. NOTE: NO PAVING OR CURBS TO � CONSTRUCTED PER THESE PLANS. N011FICATIONS BEING A SUBDIVISION OF A PORTION OF THE NORTHWEST QUARTER OF SECTION EROSION CONTROL LEGEND T OWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN 1. THE E XISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES THE COUNTY OF SAN DIEGO. STATE OF CALIFORNIA. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT MARY ROHRER AT (714) 957-2651. . B ASIS OF BEARING THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS TOP OF CURB ELEVATION T.C. FLOW LINE ELEVATION. F.L. SHOWN ON THESE PLANS. HOWEVER: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL FINISH SURFACE ELEVATION F.S. TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL THE BASIS OF BEARINGS IS THE CEN: ERLINE OF EL CAMINO REAL BETWEEN STATI R THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO FINISH GRADE ELEVATION. G STOCKPILED LOCATIONS FACILITATE RAPID GRADE BREAK. _ ___ ________ 28 +49.60 AND 38 *84.95 PER THE COUNTY OF SAN DIEGO CONTROL. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK C ON SITE AT CONVENIENT OF TEMPORARY DEVICES WHEN RA IS IMMINENT. HIGH POINT. H.P. I.E. N 15° 32' 16" W SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING . pqp OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR 3. DEVICES SHOWN ON PLANS SHALL PAD ELEVATION NOT BE MOVED OR MODIFIED WITHOUT THE RFE INVERT ELEVATION. INV. rtriL7 VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF APPROVAL OF THE ENGINEERING INSPECTOR. TRASH ENCLOSURE T REFERENCE DRA II►I COMMENCEMENT OF WORK: EXISTING GRADE. . . . . . . . . . . . . . . . (135.0) 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SANDBAGS (2 BAGS HIGH). CCc= PREVIOUS ROUGH GRADING PLANS FOR 333 EL CAMINO REAL. A. SEWERS ....................L.C.W.D. (619)753 -0155 ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF a GAS & ELECTRIC ............ SDG 6, E (800)422-4133 PRODUCING RAINFALL. FLOWLINE WITH DIRECTION OF FLOW. AND. FERCEN . C. WATER ..................... Q.M.W "D. (619)753-6466 CITY OF ENCINITAS PROPERTY LINE GRADING PERMIT NO. 3955 G.I. a TELEPHONE .................PACIFIC BELL (800)122 -4133 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TOP' / TOE OF SLOPE . . . . _ . . . . E. CABLE TV ..................DANIELS (800)422 -4133 BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION FUTURE CURB. _ . . . . . . MAP NO.: T.P.M. 94 -191 OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE" FUTURE CURB AND GUTTER 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO FUTURE 3' WIDE RIBBON GUTTER. CERTIFICATE BEGINNING ANY WORK ON THIS PROJECT. RHONE: (619) 633 -2770. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY O WNER'S EXISTING CONTOUR 25p _" PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. CREATE A HAZARDOUS CONDITION. FINISH CONTOUR . . . . . . . . . . . . . . . . . I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS PHO NE: 619) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE AFPROVED GRADING PLAN CUT SLOPE 0.75:1 MAX). BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVI _ �75� = OF THE COMPACTION AND ST TY OF THE SITE. SHALL BE INCORPORATED HEREON. EARTHWORK CUT SLOPE (2:1 MAX) _ =2:1= = _ NAME: DATE: 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE FILL SLOPE (2:I MAX). _ _ NAME: / 1. CUT 19.000 C. Y. OF SLOFE AT THE CONCLUSION OF EACH WORK DAY. - I2 :1 DATE: FILL 10,000 C. Y. 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN FLACE AT THE END OF SLOPE BENCH WITH TERRACE DRAIN. S HEET INDEX . EXPORT 9.000 C. Y. EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS RETAINING WALL (SEE DETAIL ON SHEET 2) . . 2. MAX. VERTICAL DEPTH OF CUT = 38.5' (FOR WALL BACKCUT) FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH EXISTING STORM DRAIN MAX. VERTICAL DEPTH OF FILL = 9.0' RAINFALL. 3. AVERAGE DEPTH OF CUT = 6.0' 1. TITLE SHEET AVERAGE DEPTH OF FILL = 5.0' . BUILDING PAD LIMIT. 2. TYPICAL SECTIONS AND DETAILS 4. STEEPEST EXISTING NATURAL COVERAGE OF GRADED SLOPES (90 %) COVERAGE PRIOR TO NOVEMBER 15, THE 4. 20 SCALE GRADING FOR WALL AND 1.75:1 SLOPE 10 SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE DAYLIGHT LINE - �, 3. 40 SCALE GRADING AND EROSION CONTROL PLAN SLOPE ON SITE = 59.0% SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE CUT %FILL LINE . . . . . . . . . . . . . . . . . . . . . • 5. RETAINING WALL PROFILE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE FUTURE TRUCK PAVING SECTION NOTE: EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND ARE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION: UTILIZED FOR PERMIT AND ENVIRONMENTAL RJRPOSES ONLY. ACTUAL QUANTITIES FUTURE AUTO %PARK PAVING SECTION . O WNER r\ y MAY VARY DUE TO UNFORESEEN LOSSES. SHRINKAGE AND %OR SWELLING FACTORS. ADDITIONAL NOTES AC CURB. HSP EL CAMINO SOUTH. INCORPORATED I G?UANTITI' ESTIMATE CIO NOTTINGHAM ASSOCIATES. INCORPORATED: MARY ROHRER. (714) 957 -2651 I. REFER TO ARCHITRCTURAL SITE PLAN FOR SITE LAYOUT AND DIMENSIONS. I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS 2910 RED HILL AVENUE. SUITE 200 WITHIN EXISTING COUNTY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE COSTA MESA. CALIFORNIA 92626 ITEM STANDARD UNIT QUANTITY 2. EXISTING TOPOGRAPHY INFORMATION IS BASED ON AERIAL SURVEY FOR TPM 94 -191. CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL (714) 957 -2651 PRODUCED BY EARTH GRAPHICS. DATED NOVEMBER 16. 1993 AND GRADING PLAN WORKING DAY UNTIL COMPLETED. IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK TYPE 'D' TERRACE DRAINAGE DITCH PER S.D.R.S.D. D - L.F. 660 N0. 3955-G. ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. SITE ADDRESS F V S C 0 E Pho 5097 Obe 554 -151)0 Ih'., Suite 209 RETAINING WALL GUTTER PER S.D.R. S.D. C -14 L.F. 900 So Diego, M� X121 z WALL DRAIN PER S.D.R.S.D. C -14 EA. 5 3. CONTRACTOR SHALL REFER TO SOILS REPORT OR CONTACT SOILS ENGINEER FOR HSP EL CAMINO SOUTH. INCORPORATED ne M ASONRY RETAINING WALL PER TYPICAL SECTION. SHEET 2 S.F. 10.830 INFORMATION REGARDING EARTHWORK SHRINKAGE. SUBSIDENCE. STRONG. BUILDING C %O NOTTINGHAM ASSOCIATES. INCORPORATED: MARY ROHRER (714) 957 -2651 EL CAMINO REAL RETAIL CENTER HYDROSEED PER NOTES. SHEET 3 S. F. 95.000 OVER - EXCAVATION. ETC. 2910 RED HILL AVENUE. SUITE 200 333 EL CAMINO REAL ENGINEERING FAX ( �� 597 -0335 EROSION CONTROL PER NOTES, SHEET 3 L.S. L. S" COSTA MESA, CALIFORNIA 92626 ENCINITAS, CALIFORNIA Civil Engineers Lend Sury Y 'A' DIKE PER S. D.R. S.D. D -5 L.F. 106 ASSESSORS PARCEL NO.: 257 - 062 -23 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS i ,4� 'gcirG.T A/ , - o q BENCH MARKWO. OC 0028. 172 STEEL RN AT T H K a CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWI NO. THE S.W. CORNER OF EL CAMINO REAL 8 LA PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED APP�OVED GRADING PLANS FOR: v COSTA BLVD. LOCATIOIN:26' S. OF LA COSTA, 72' W. OF HORIZONTAL NIA EL CAMINO REAL. DATE: gY: BY: EL CAMINO REAL CENTER 411 r-G < <q COORDINATESN 335.000 E 1.688.000 (APPROX.) VERTICAL NIA 8Y �. Z Z9 -9 4 R.C.E. NO. 36083 DATE: DATE: �j NORTH COUNTY VERTICAL CONTROL DATA DATE: / ENGINEER TITLE SHEET ELEV.: 17.906 DATUM: U. S. C. & G.S. ERIC K. ARMSTRONG EXP.: JUNE 30, 1996 WORK PROJECT N0. T C 1 4 - 191 SHEET OF rj CL 0 - o v 30' 24' OR VARIES 24' AUTO o PARKING BAYS VARY v T.C. PER 5 112" T.C. PER T.C. PER 000 psi in 28 d 3 LAO, 1' -3" PLAN 6" 4 112" PLAN 1' -1" Cr 1'4" PLAN 4 1/ 5 6' BENCH i 6 w a ° ••"�� f _ of m CURB CURB 8 a 2��•( _ _____� ., CURB 8 4 A, C. ON 3" A.B. N ONLY A SYMBOL ON PLAN 3 1/2" A.C. ON 3" A.B. GUTTER p _ ---- --. - -- £X15TIIVG f:S — GUTTER v �' TO REMAIN SYMBOL ON PLAN 6' BENCH - I � .__.. __.... _...__ __...._ TYPICAL SECTION FOR TRUCK DRIVE TYPICAL SECTION FOR AUTO /PARKIN z Iq 24 4A 3 2-4Sl SEE SHEET N0. 3 FOR PLAN VIEW SEE SHEE _ — „�— —_ ��—.• _,.— �— __- .— „— _,�— ..--- ®_. - - --_ - -- - - -�_ — — -- - - -- - --- --- - --- T NO. 3 FOR PLAN VIEW -' SCALE: NONE 1 EXISTING F.G. SCALE: NONE o F.L. PER 3 5 �+^�/� Q 3 3 0 BENCH / t.��OP� PLAN - LG 0 - Cr °m o 10' FUTURE LOADING DOCK PROPOSED F.G. 6” BENCH � ,._..,.__.— _.— ..— ... —..... _ k UJ I � J _ I L W 20-0 20 0-.­­---­­-­.­.- ._ __ POD .5111__... 13' PROP. ARIES Q 2 __—_ _ —_ .__ _. — ..._180 .__.,•VAF,�_.._.....__ -_ F.L. PER EXPSTNMG F.S. F92Oa (55' EXIST.) IS , TO REMAIN 53' — a _TOP OF BACKCUT . _ MAX. BERM 4 5 ,_.. _.... _. J p4' MAN. 2a SL � rLAN --- I 2' OVERHANG w � WALL ONE 'f.�i.'�'. —_ L OW OF BACKCUT MAX. 181.83 T.W. \ - -- -Ff PLAlfh,:. _ ._ . _. — _ ._ _ ._ N56.0 TOP rc MAJ ._ — BACKCUT A AMP6RAR1' - .._ _ _--- ---- -— — = � TEM CKCUT PORARY � I 7C PER I r l 11 I --- - -_.__ •'' BAce TYP. P PLAN _— — _ —_. —. — — - - -- _,._. —_. —_ 16563 -- _.... - - -. 0.73:f MAX. - - - - -- - - -. —. lz;*. _ - -._- _-- — - -.— - r -- — £ LE 'EfSTING F G1£' �� — - -- -- — F. 163.83 PER PLAN /'� I �` / '� - -- T C -- / T C � 165.00 r $ G r T —�— - [SZ_�L T.F..._ �.I LC.._ / f� - -- - - -- - - - -- _ _._.__.._. —.. SECTION — EL CAMINO REAL FUTURE TYPE 'G ROUGH GRADE U7 ' ROUGH GRA E UNDER T 25.5 PER TYPICAL SECTION FOR PER TYPICAL SECTION FOR TYPICAL SECTIONS CURB 8 GUTTER AUTO / PARKNG ROU TRUCK DRIVE SEE SHEET NO. 3 FOR PLAN VIEW H GRADE UNDERCUT R R SECTION C -C TRUCK DRIVE SECTION A -A PER TYPICAL SECTION FOR SECTION ✓ - u SEE SHEET NO. 4 FOR PLAN VIEW SE SHEET NO. 4 FOR PLAN VIEW : HORIZ. 1 " =20' VERT 1°_20' HORIZ. .20' VERT =20' SCALE: HORIZ. I " =20' VERT. 1 "=20' SCAL _ SCALE 5 1 -$ 144L W i+ bpIELWL kteF*,&r1a1J TLo1�e.1 7-3 IlVe-T&I 1J15 G,E-r� ® I f �r---M- e - T e � ep: W `) NlVT ,,�/ � :5 eclKii N �.uF" okia, M u kL �'..V�u P&Po+rf�l� l 41`G1zPM�'1`I NCq'hfl°• E dl N tI �' till AN N� / U - • s E d 51FijGA�'T T I N 1 N i t r 1N ;� - roe etoT ;o0 J tJ N it S z Wit• — Z I 7 ' I 6a,4V I& ti I� ov I -7r it l 1 a 11 -0' 11011 {WN Lli, 1Zt5M • i • e 1 — • . 0 • 2 1J� • ✓ q Rg104-If"�6'f �` I I' � N 1 1�4 2 -A G7�Dai� Ca{1LO�JO°OV 43 0 ®0 1N1Q�o � • � /b°:I�.o' • I 0 - • • IV k1/ N d 7 ” rI �I • •� ".� N -i IU 1FdQ8N �-, a �" _ y . w- 0 G A . . Q.fw+fj (LZb Lloa I� :'m - o = le. I p I —4 1 ENGINEERI G �' I I I _ - • /� U✓ 2064 WINSOME AY o - - - N .. z J I 31 g et a i ts I x, u D = d. 20 Got 1G � ENCINITAS. CA 9 02!1 sill: loe- CO 6 1 9 4 3 6 2 4 4 %MG _ 2 "lit R x N o 00 2 - - 3 s �� „ 2NGC�IG "li�f�• _\�- 1 11`� �fi [ 1 D 1�Cc3�{l 41 C1ut7G�o .�F9�12 8-D 9/6 st_ol J I ?.O W/ll� 1 - CONSTRUC770N NO I ES , M = — I ell ' I GRADE EXISTING SLOPE fad 1.75:1 PER PLAN AND SOILS REPORT RECOMMENDATI S. 3 2uG�R slt: lo2ro".Fe_T. _Y '� e . lt°/12U 0 s 2♦Eli AIL F1cRJ�. - 'Il!l / GRADE EXISTING SLOPE 0 2:1 PER PLAN AND SOILS REPORT RECOMMENDATION . /��� : • C. After grouting is complete and after rock or rubble wail 1 1 g • _ • P /'f � N ri9�0 ®L� I`,- OCED (0U-0V 'a '0 0 — ® kt: ��' 3 v O3 GRADE 6' WIDE BENCH PER PLAN. dram are in place but before earth beekfiN b placed. I s8 5 4 (NT5� � O't Y / sItl 1' Oa 0. Final inspection when all work has ban completed. ® GRADE 12' WIDE BENCH PER PLAN. 140 T _ _ . I -0 BpCKFILI: CONCRETE GROUT AND MORTAR MIXES: O5 CONSTRUCT TERRACE DRAINAGE DITCH,TYPE ' "D "• PER S.D.R.S.D. 0-75,2% GRADE IN. �/ + Pp °,' %' • r N • �r © JOIN EXISTING DITCH PER PLAN. QQ e( I y 4F5l�2- No baekfill material shall be placed slant masonry retaining Concrete grout shall attart a minimum compressive strength of wells until grout has ruched design strength or until g /J/ rout has 2,rys D. DRG. N0. C -14. ' - - 0 00 'erred for a minimum of 28 days. Compaction of backtill All ll days and mortar shall attain 1,800 psi in 29 d 5 -4 rJI� � lA�jL` (}p[�D�$Q - (� �® U�1G�So 4 c ells :toll M filled with grout Rod or vibrate grout O CONSTRUCT RETAINING WALL GUTTER PER S D R S D ST - metaria by jetting or ponding with wetar will net M permitted. within 10 minutes of pour to insure consolidation. Brio 1 1 -I II, I I - Ipll �P .1 1 ' Da . Each layer of backfill shall be moist es directed by the grout to a point 2" from the g top of masonry units when 8 - AL SECTIONS, SHEET 2. PROTECT EXIST STRUCTURES IN PLACE O8 CONSTRUCT WALL DRAIN PER S D R S D DRG NO C o� Enginur and thoroughly tamped, rolled or otherwise compacted AI 1 A T YPIC AL " ....... until the relative comPktion n not Im than 90%. grouting of second lift is to be continued at another time. RET AININ G W LL T O9 CONSTR UCT MASONRY RET FENCING: MORTAR KEY: t0 6 O �% ll d 0n TYPICAL RETAINING WALL SPECIFICATIONS REINFORCEMENT: Safety fenci shall be installed et the top of the wall as II INSTALL 3" PVC FROM WALL DRAIN TO OUTLET THRU WALL. 5, g To insure proper bonding between the footing and the tint j t9 11 `II, Z - Ot ,� s 1.�0 - - . _ _ - __. - ._.._. ,_.. — ... _ -- required by the agency. course of block, a mortar key :hail be formed by embedding 12 CONSTRUCT RETAINING WALL OPENING FOR 3" PVC DRAIN PER S.D.R.S.D. C - 14. 9e12'�f 13 Intermediate grade, hard grade, or nil steel deformation shall DESIGN CONDITIONS: conform to ASTM A815, A616, A617. Ban shill tap 40 SSE Gw67AAL' 1 /2" a flat 2 X t Rush with and be the top of the freshly pound 1f 11�� 1 5s• diuneun, when spliced, unless otherwise shown on the plans. INSPECTIONS fSY GTYAi taKIkIITASsi1 IkSPLLrIOJA5 footing The 2 X 4 p ho x id M removed after the concrete has 13 INSTALL 4" PERFORATED PIPE WALL DRAIN AT BACK OF WALL PER SECTION 11 are to be used for the loading conditions shown for Bends shall conform to the Manual,of Standard Practice, A.C.I. utiorLIR6D starred t harden (approximately 1 hours. �® Wells each type wale. Oesigrt H shall not be exceeded. Call for inspeetiom n follows: , A mortar key may be omitted if the tint course of block is 14 $AWCUT EXISTING ,.. Back' for hooks is four diameters. All bat embedmonts are rut into the fresh concrete when the footing is poured, -and a Footing key is required except es shown otherwise or when roar distances to outside of bar. Spacing for parallel bars is found um mcwry by the Engineer. f b A. ' When the footing has bun formed, with the steel tied good bond is obta EXISTING DRAIN. Special footing design center to center o as RAINS 15 REMOVE E SING CONCRETE TERRACE g R E - -- - pee q gn is required when foundation material securely in final position, and is reedy Wh h fi for the concrete WALL D (1 s uncepae o supporting to pressure listed in table. IB CONSTRUCT EROSION PROTECTION AT 3" WALL DRAIN DISCHARGE 15 LOCA710 1. i blf - — - - - MASONRY: to be placed. � DESIGN DATA: All reinforced masonry retaining walls shall be constructed of B. When clunout hole are not provided: Wad "as atoll be Prodded in accordance with rA00sailt, n "� I I I LI IP�IAyI Reinforced Concrete: regular or light weight standard units conforming to the (1s After the blocks haw been laid up to a height of ' �� � q "Standard Specifications for Public Works Construction." 4', or. full height for walk up to 5', with steel in � i TOp WA.L -L- Fe 1200 psi F'c 3000 psi JOINTS: plus but before the grout is pored, and ..... r m FUSC 5697 Ober lin Dr., S 209 Q- (2) Attar the first lift b properly grouted, the blacks Z Vertical control joints than be placed es 32 foot intervals n $80 Ole g, �81110r018 9212) J it IM pB12 pL al b RNnfors�d Maturity: , have been lad up to the top of 1M was with the SOIL: rC C( Z ; mnimum. Joints s M designed to rasirt shear and C, � ` Phone (619) 5 1500 0 J other laurel forces while permitting to itudd movement sled tied security in place but before the upper w m P g n9 All footings steal d exten o lees[ d i ll. S into us A ENGINEERING Fm •� B00 pa Fm 200 pa lift b grouted. tnditurbed No. RCE 36083 t-j2 12L-AW Q 6MOG 00WICr.,"M;e40 Nool . IMINt. - Vertical expansion jams real be placed et 96 foot into• mad nil or approved compacted fill. Soil should he dominated p E veto maximum. gs , IrpUµpa�-,(bµps r *� EXP. 6 -30 -96 \ 't FAX (619) 591-0335 ach • 114 vet red Equwaetit Fluid Pressure �OOPsf When etaenout hole an preeidad: Prior to placing concrete in Motin W foes of height Web shown for 1%:1 unlimited E 4AM ale sell 1oero cr w5Pln -I 94.3 B`( �q � �� Civil Engineers land Surveyors ° Q sloping surcharge we designed in accordance with CONCRETE: After the block: have been lad up n the top of R r le7eF `hi cam• aTm ( /l6 14 _ F OF CA �LF� AbApMM6A•1F •SAIL garuvrr FArw..S �r t"sfQi e� Ra 33- tornsula far unlimited sloping surcharge with Footing concrete shall be 560 -C -3250, using B aggregan the suet, with the steel teed securely in plea, Mt ovl4a sort S , ti WALL G�UTI•EIZ l'�WT a d• 33. 42: before grouting. who' placing condition permit DESIGNED BY DRAWN eY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 0. V REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE R.P.T. T.B.H. E.K.A. :�i yyirLr^Q /9G 9G BENCH MARK: NO. OC 0028, v2" STEEL PIN AT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED GRADING PLANS FOR: o THE S.W. CORNER OF EL CAMINO REAL 8 LA / • rr AS SHOWN / AA //JJ E L C A M I N O R E A L CENTER 4119— a COSTA BLVD. HORIZONTAL LOCATION. 26' �. OF LA COSTA, 72' W. OF DATE: Z � a IT BY: _ l'. BY EL CAMINO REAL. � -'� �-- R.C.E. NO. 36083 DATE: (L_ 3o - Yy DATE TYPICAL SECTIONS AND DETAILS 0 COORDINATES- N 335,000 E 1,688,000 (APPROX.) AS SHOWN SHEET 2 0 5 NORTH COUNTY VERTICAL CONTROL DATA VERTICAL ENGINEER EXP. JUNE B0 WORK PROJECT NO- ELEV.: 17,906 DATUM. U.S.C. 8 G.S. ERIC K. ARMSTRONG , 1996 a 0 0 ri 0 v rn EX /�T G'!1i¢f0 oP�yt//� N_ 1 Q f 0 "t t } t - -- - - -- - - - s q f,' t 1' l { �Qj L ' R`0 PER I5S1ONr 1 £ i • \' E T \ £ i I }, M 11E; rv" p ✓S ? AD C £ r 0 i t b p i d i- 1 } yti } k. i€ I J•" ° �{ z a,.! / 1' f € f w 1 1 "r - x - f `L i , f 111 i :ifi1` i 1 } 1, - e 1 � r , 4 t fi T i r i s i / I _ O ` ­7 X88 46 1 1t 1 i w 1 . 1 t .•.J , t :, -. - -_ _, ... - .. Iry 11+.T.`�� - -_. -.... +a.. - .�. j -�• ( f p s ii ,} t x li 0 156.50 TOP 158.02 T.0 163.40 1 162.L© T.0 I' { 1 • , 1 § s 1 F 1 I g� j, AD =15 157.311: T. 162.>8ffi' T.C F PAD i SCALE.' 1' 40' t ;S Q I z _ t ; } LIMITS O ( 1 , f Y ([$ I £ I \ t' a t� a t � i t' S s _- t � j[ v. t -Q 156.00 TOP ! i 4 '; t • i � � € € { LIMN S OF i :PAD : • } 65 0. 1 1 4 1 { o ( 0 1.. .. i t } o I 1 I \ 4 0 40 120 i o cn 15 26 T C I }} 1 1,.::.. 1 i q {'' 0 i O cs 155 155.26 T.C. I \ t 1.11211 ,} t ! 1 cr t I (D ;. I 7 0 �-- MAJpR B l 1, : , :1•. i }, t 1 - ' I I 7 T.C.. I. (56.6 T.0 55.50 , T.C. I 164. , € PAD= ; i i1 0 1 � 40 f t C� 1�4 t t � �b � t 18 x 1 4 � I 1• t .� 1 t , 1 s t t r 3 I 13`3.7 , A 1 6 C SEE S 2 155.50 'T. `, i 57.34 _T.0 } t TYP. FOR SE I�N C -C r t m 157.21 T.0 t 1 g' I , , T.C. - .} e I 18 1 ! F TOP f; { . • • • � ; � , A � \ ` � 1 \' .. \\ \ � ,, � .: \ x F 1 F 4 F C' A f PAD SEE TYPICAL S CTIONS 'AN 1 �� Y - 1 A 157.IO r. PAD'= 157.20 T.0 Ol AND AUTO /PARING (FUTURE) 1 4 • 048 2 i 155.4 _ ^ ', PAVEMENT THICK NESS. - C EXIST. SILTING 1 1ST. , N 1 €- I ' t BASIN 70 REMAIN } t R Wt S4NS t F 4 156.94 TC; I t 1 ; ; ^ f ' tN J ' T 24" & t C ExIS 115 _ i E 0% 0 I 157.60 S., S 1152. M . ., m M G.B. R � HYDROSEED NOTE • 157.00 TOP S mp s 1 11 0 € € # i 1 � 1 TEMPORARY IRRIGATED SLOPE FUTURE PUBLIC _ I { 1� ? PAD �� (7 HYDROSEED MIX R.,O�W. "\ C - • -G.B. -' J G1 1 • F 15 .5Q T. 1 t I. LBS /ACRE t I � } � DOUGLAS WORMWORT 2 1' ARTEMISIA OOUGLASIANA 2 ' 1 IS j BROMIS CARINATUS CALIFORNIA BROME i if 3.0 18 F.L. l 1 l t f 1 . THUS CRASSIFOLIUS WARTSTEM CEANOTHUS CEANO 1 1 i1 £ C O CLARKLA AMONEA FAREWELL TO SPRING I i % MAINTAIN EXIST. £ F AHILIA E F.L. COASTAL SEA D I t COREOPSIS MARITIMA " SWAL EROGONUM CINERUM ASH LEAF BUCHWHEAT 5 i 11 1 207. C 5 ERIOGONUM FASCICULATUM FLAT TOP BUCKWHEAT 156.93 T.C. 159.50 T. C. GIANT BUCKWHEAT 5 t It i 4 , l EROGONUM GIGATEUM 3 ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY A iJ \ Q- 2 154.0 F. 5 r I i -- .. I OF PAD 7Y P. HERDEUM BRACHYANTHERUM MEADOW BARLEY LIMITS I l LINUM LEWISII BLUE FAX • 165.03 T.C. } i_ 2 r- -., ; LUPINUS AROREUS BUSH LUPINE 16326 T.C. �' $ ARROYO LUPINE 3 LUPINUS SUCCULENTUS MALOSMA LAURINA LAUREL SUMAC ORTHOCARPUS PURPURESCENS OWLS CLOVER 2 `t �t \ �Q PHACELIA .31 T. ,�` \ / TAN ACETIFOLIA LACY - LEAVED PHACELIA SALVIA APIANA 2 LOADING WHITE SAGE 3 -�a'� �.� C. . ---" °F • A INIATA SAN DIEGO SUNFLOWER VIGUERIA L C o • • -, (� ( }' € 1 : { f } 50 LBS /ACRE , \ TOTAL § t - _ _... C w - 180 9 ( 1 J HYDRO MULCH: FIBER PRO OR APPROVED EQUAL 2000 LBS /ACRE - - 1 BINDER: AZTAC OR APPROVED EQUAL 150 LBS /ACRE FERTILIZER AGRIFORM: 16:7:12 PLUS IRON OR APPROVED EQUAL 200 LBS /ACRE t AL 190 E I A I I k f i e _ C TM NOTES f 1 R } i ',,a\ \ � ' N '', 8 46 1 1 ` W TRANSITION 642.97' - ---- __ _ J l}, i "i's 6 14 .� y 1 GRADE EXISTING SLOPE 0 1.75:1 PER PLAN AND SOILS REPORT RECOMMENDATIONS. ` r 1� �....._..._._ O 1 v v I 1 PER PLAN AND SOILS REPORT RECOMMENDATIONS. 2 GRADE EXISTING SLOPE a 2. o I �� 1 I € y ._,_ , 3 GRADE 6" WIDE BENCH PER PLAN. ETAIL - t ... ..; '7 lYJ 5 F OR D O - ' SHEET _ - E BENCH PER PLAN. �4, ✓ ? r 4 GRADE 12 WID Lq 1 / f{ 1 r j} i 1 O ..., _ l : n."". "S a a - l S J l �J .f MIN. 1 F 1 , � SEE TERRACE DRAINAGE DITCH,TYPE "D" PER S.D. S.D. D- 75,2/° GRADE CT TE , 5 CONSTRUCT 6 JOIN EXISTING DITCH PER PLAN. 4 D.R.S.D. STD. ORO. NO. C -14. } } } e -� 7 CONSTRUCT RETAINING WALL GUTTER PER S ( w - J ® CONSTRUCT WALL D RAIN PER S.D.R.S.D. DRG. N0. C-14. � �, _ � _ ;; I• � f 1 •' ' �� ?�� O9 CONSTRUCT MASONRY RETAINING WALL TYPICAL SECTIONS, SHEET 2. ri 10 PROTECT EXIST. STRUCTURES IN PLACE. II INSTALL 3" PVC FROM WALL DRAIN TO OUTLET THRU WALL. CONSTRUCT RETAINING WALL OPENING FOR 3" PVC DRAIN PER S.O.R.S.D. C -14. ��� p q�F NOTES: CONTOURS ON DRIVES AND PARKING ARE T T 5897 Oberlin Dr., 'te 209 12 ? FINISHED SURFACE ELEVATIONS, REFER TO U San Diego, Califo 92121 J INSTALL 4" PERFORATED PIPE WALL DRAIN AT BACK OF WALL PER SECTION. TYPICAL SECTIONS ON SHEET 2 FOR CO 14 W PAVEMENT THICKNESS. ec 13 (619) 4 -1500 SAWCUT EXISTING * No. R 36083 * 11 ENGINEERING FAX one c619) 7 -033 I5 REMOVE EXISTING CONCRETE TERRACE DRAIN. EXP. 6 -30 -96 SEE DRAWING NO. 3955 -G FOR EXISTING GRADES, II I L Ph s �Q DIS'LTING BASIN AND EROSION CONTROL. M 16 CONSTRUCT EROSION PROTECTION AT 3" WALL DRAIN DISCHARGE 15 LOCATIONS). Civ11 Civil Engineers Land Surveyors o T9TF OF CALtFO� o 17 HYDROSEED 1.75:1 8 2:1 SLOPES, INCLUDING SLOPE AND BERM ALONG EL CAMINO REAL. 18 ONE ROW OF SANDBAGS Two BAGS HIGH. APPROVALS CITY OF E N C I N I TAS ENGINEERING DEPARTMENT DRAWING NO. DESI SCALE GNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK R.P. T . T.B GRADING & EROSION CONTROL PLANS FOR: . H . E.K.A. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VEDr ° �T q�9G �• -Z G PIN AT d 1�\ Ld THE S.W. CORNER OF EL CAMINO REAL 8 LA z , 9 BY:%�. E L C A M I N O REAL CENTER 4119 G 4 BENCH MARK: NO. OC 0028, 1/2" STEEL COSTA BLVD. HORIZONTAL 1 = 40' DATE:_ BY. LOCATION: 26' S. OF LA COSTA, 72' W. OF . DATE: I GRADING AND EROSION CONTROL PLAN EL CAMINO REAL. R.C.E. NO. :36083 DATE: (L - �"P S� - v, COORDINATES: N 335,000 E 1,688,000 (APPROX.I N/A ENGINEER WORK PROJECT NO. SHEET 3 F NORTH COUNTY VERTICAL CONTROL DATA VERTICAL EXP.: JUNE 30, 19% ERIC K. ARMSTRONG ELEV.: 17 DATUM: U.S.C. 8 G.S. g i , _, Wt 1-11 _ S H E ET E. , Nr , R 3 y N FO i �° Q� 41:7 CA 3 \ _ - -_ -- _ - -_ -- _.- ___ -- -_ _ w Ld w - _ 10 1.75 : - - i .....:. _ IST. BROW DITCH PER Q L -0002 DRAWING � ---- 1.75: ' µ 19 w " 5 y , 'l � .. ..... O 0 ¢ � w 6 5 - SEE" R- , ..... RMISSK)N O TO GRAPE OFFSIT \15.. 1M y BY: Gi41/! G¢ „ O �' LU flAT CZ.,.Z�I ti0� 2% MIN._ - 75: ' ti / ! _ . cr „ - ------ --" "._ rte- z , m Q b O 1.75: 2% 210 � a - / IN. w. O O •3 C \ E ; \�O ° f i2 F �� ! 6.46' % pF w O i _ h �^. - / �- 0�� T 0 F� Q 0 "\ - ti �.-'�._._ .:..: - -._ ...:: \:.. -. ..._ ' "MIN. � �`' P h� - `� �Cy \ .._...... -•'-- \off .... �M' �':_ , cT -� 4 , 2W x �' h AD 61. Mme: 16� \ y s \ \' 3253 _ 6 \ TYP. ! IF 6 —t 3.68% 6 I� j 7 6g 9 9 T BEGIN o �� Q��P 5' TYP. I F t ICUTI j ..,. cv 4.00 w WALL IN OUTL ET - - VON NOTES � - (TYP w i y- ........ / r I r', \ 4.96 F.S. - I GRADE EXISTING SLOPE 03 1. 7 5.1 PER PLAN AND SOILS REPORT RECOMMENDATIONS. 0 '.__._.._.__ F O 13% ' II o` O2 GRADE EXISTING SLOPE 01 2:1 PER PLAN AND SOILS REPORT RECOMMENDATIONS. w A . I \ O3 GRADE 6' WIDE B ENCH PER PLAN ® GRADE 12' WIDE BENCH PER PLAN. CONSTRUCT TERRACE DRAINAGE DITCH,TYPE "D" PER S.D.R.S.D. D -75,21 GRADE MIN. I I ` SHEE 2 © JOIN EXISTING DITCH PER PLAN. - ; I 17 ! } EXIST. I RI GATION ME ER A Y } SEE SE CTION A i 7 CONSTRUCT RETAINING WALL GUTTER PER S.D.R.S.D. STD. DRG. NO. C -14. , t 11 6 } TO BE LCATD..ANP S FO R - I } O ' , l it I '6g6 �a PROTECT D IN' PLAC -� 16 1K 0 T l ® CONSTRUCT WALL DRAIN PER S.D.R.S.D. DRG. NO. C -14. i C7 - F I 20 0 20 40 z II CONSTRUCT MASONRY RETAINING WALL TYPICAL SECTIONS, SHEET 2. 1 - � (D p � 10 PROTECT EXIST. STRUCTURES IN PLACE. �� <. Scale 1. 20 ff 11 INSTALL 3" PVC FROM WALL DRAIN TO OUTLET THRU WALL. tl I / 12 CONSTRUCT RETAINING WALL OPENING FOR 3" PVC DRA N PER S.D.R. C-14. { } STRIP f INSTALL 4" PERFORATED PIPE WALL DRAIN AT BACK OF WALL PER SECTION. 162. T W 3 ° ffi in f Jam''^ t( SAWCUT EXISTING 161. 0 V. EXIST. 8" WATER LINE I o PAD =165. ( i4 g 5 . TYP, /7 15 REMOVE EXISTING CONCRETE TERRACE DRAIN. .. PRO C IN PLACE 17 �l [� I 16 CONSTRUCT EROSION PROTECTION AT 3" WALL DRAIN DISCHARGE (5 LOCATIONS). I r i o S' TYP 17 HYDROSEED 1.75:1 a 2:1 SLOPES, INCLUDING SLOPE AND BERM ALONG EL CAMINO REAL i IfUTU i } 18 ONE ROW OF SANDBAGS, TWO BAGS HIGH. 1 ' . \ i Pqp _164. ' 19 EXIST. 5' BENCH AND EXISTING CONCRETE DITCH TO REMAIN. 1 hp I c .I 1± } ® CONSTRUCT TYPE 'A' DIKE PER S.D.R.S.D. G -5. it I O 6SS TC /3 T ' I I 21 CONSTRUCT 4' 9 CURB CORE FOR PERFORATED WALL DRAIN DISCHARGE. O I SEE SHEEP 2 T, Y __�... 9 FOR S N - " 100% 1 CTIO � B� �OFESS /O t t 7f G I r F A [ EXP. 6-30-96 j I civil 1 - GB I PAD / �-,-_ %/�; LIMITS OF r � V LT i CU; 63'7 F -- �-".�"• � �--- "_°._.. -.. ""-""- _---- """"_ ° 8 16 RIP RAP WALL ' ^�., - S , `" t ____e,�. - --"""- p_._ -•. -- ---"_' Dl7AIN OUTLET f [ v 1 6 i _- 165 - t 1 T 6 3 g FC C j, � � # F d l 0 E San sego Dr., Suite 2 J San Diego, California 921 .._,..,,.., i It I LIMITS OF PAD / GB _ - _ - - —0 i -� _ Land Surve ENGINEERING Phone 1 619 554-15 C i f I 164 _- _ J°cy� 4 i Enginee t) o FAX 597- C ivil rs REVISIONS APPROVED DATE REFERE DATE BENCH MARK SCALE DESIGNED BY DRAWN BY I CHECKED BY APPROVALS CITY OF E N C I N ITAS ENGINEERING DEPARTMENT DRAWING NO R.P.T. T.B .H. I E.K.A. i LK� GC! /Lj lf�9li (,� BENCH MARK: NO. OC 0028, 112" STEEL PIN AT GRAD iz ZO ING PLANS FOR: W THE S.W. CORNER OF EL CAMINO REAL a LA PLANS. PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED COSTA BLVD. HORIZONTAL 1 20 0 LOCATION: 26' S. OF LA COSTA, 72' W. OF \ / / DATE: I BY: c BY: EL CA M I N O RE AL CENTER 4119 —G a EL COORDINATES. REAL. ( G� R.C.E. NO. 36083 DATE: � �� DATE: - �1 �I w COORDINATES: N VERTICAL E 1 TROL 00 (APPROX.I NIA y GRADING FOR WALL 1 AND 1.75:1 SLOP E NORTH COUNTY VERTICAL CONTROL DATA VERTICAL ENGINEER v ELEV.: 17 DATUM: U.S.C. 8 G.S. ERIC K. ARMSTRONG EXP.: JUNE 30, 1996 WORK PROJECT NO. SHEET 4 OF w I STEP 0 4.00' HORIZ. I STEP 0 4.00' HORIZ. I VERT. 0 0.67' 1 VERT, 0 2.67' I STEP a 10.67' HORIZ. PARKING BAY W/ TRANSFORMER PAD I VERT. a 2.00' E.C. OF CURB 6.46 133.74' 61.66' 61.94' 111.29" 16.48' 98.00' 15.6 7 92.00' D 3 � 11.67' 74.66" 11.67' 0. 1,29 II STEPS a 10.00' HORIZ. 3 STEPS 3.67' 12.00" STEPS 13.33' HORI 20;00' 2 STEPS 8 STEPS 15.96' HORIZ. 32.62' STEPS 6 STEPS II VERT. R9 0.67' 5.49' 3 VERT. o 1.33' 10.67' HORIZ. 8 VERT. 00.67' SEE SECTION B -B p 4.O' 4.00' HORIZ. SEE SECTION A -A 2 VERT. p H VERT a 33 ON SHEET NO. 2 W 1,33' 133 ON SHEET N0. 2 A T/W 183.50 T/W T/W T1W 183.50 T1W o 182.84 T/W o 182.84 182.84 co 0.67' VERT. 0.67' VERT. oro 182.17 T/W T/W T/W 81.83 a 181.50 T/W _ O T/w 181.17 T/W 181.17 3 3 I STEP !0 2.33' VERT. 3 - _. a I _ Q I 180.84 T/W ap cp T/W 180.50 180 180.17 T/W I- 2.6T VERT ^ - -- - - SA -Tfi�' 3 .- _... _. - _ 3 ._ T/W 179.17 ? 178.84 T/W �6 T/W 178.50 T/W 178.50 Z 178.17 T/W I 2 STEPS 1= T/W 177.83 I p I 3 T1W 17717 T/W 177.17 m 177.50 T/W 2.00" VERT. . 176.84 T/W 3 STEPS kd 4.00' HORIZ. / . 2.00' VERT. I- 17650 176.17 I " Z I T/W T/W IJ T1W 174.50 0 174.50 174.5 a W 1 R\ � I I I 173.17 173. I J I p T/W 1 J h` A I ' I I- 7/W T/W J k Q Alb p l ? 171.83 171.83 3 U T/W 1 Gs A I a II 11 la l 7 a 0 T/W IZ IQ 1 70.5 0 Ip IW T/W 170.50 - .,..__..... 1 W W 0 / s _ J _ - - -_ _ J 0 3 - t69 8fi _ _ _ _ _- - --- - _ __ __ _ - - --- - - - - - _ T/W 169.17 c _FUTURE CURB a i la Q J ID ; 169.47 F.L. Im �E < F LOWLINE i E3 -1 i S I is T/W 167.83 TOP FACE OF- Wq � s S G isss i� Z t II i i s 6s G� i v TIW FUTURE CURB W F LL �FFT �,sS F���� F Oe a 4i �s6 3 i 69 I Qs S 3 R v�' T T/W 166.50 T.F.= 166.50 __ ACE OF WALL << T'C �� I I 86 i T.F.= 165.83 T.F. =165.83 �C _ FUTURE T.F. = 165.17 T.F. = 165.17 -- - -- T.F.= 164 T.F.= 163.83 - - - - - _ SEE SECTION B -B R I SEE SECTION A -A 2� A i2L� ��, �� �GL 2 ✓ I I ON SHEET N0. 2 6/ \ ON SHEET N0. 2 L J1 160 L= 25.07' L= 20.00• L= 50.00' L= 19.00' L= 30.00' L= 115.50' L= 70.47' L= 54.67' L =214. IDENTICAL POINT PROFILE: RETAINING WALL NO. I TRASH ENCLO URE-i SEE SHEET NO. 4 FOR PLAN VIEW 24.00' 10,831- 9.81' 31.76' 32.53' SCALE: HORIZ. I" =20' VERT. I " =4' 1. 98' .38 .43' 4 STEPS 8 4 STEP 17.I 7.00" HORIZ .76' a 4.56' 1 1.33• VERT. HORIZ. 2.67' 2.46• 4 VERT. a 1.33' J Q 3.78' T/W 183.50 3 LL T/W 182.17 p T1W 180.8 T1W 180.84 I 180 18 W I p r1w T/W 1 178.1 7 178.17 I II Ii AIL WHCKe w � P tx-gl 8 M" rr- 064 1 pat Kom 6.8 177.17 RI M 8 .WJD.P.IMr--►LCINF C4k1* T/W 1 7M HIFI �-- #5 VGI4 4 176.84 F.L. 7 TMr I 1 I I I~ F{JLI- FIGI�7NTOF loIG1T T/W 1 z 1 2 STEPS 0 2.34' HORIZ. p � 0 T/W 174.17 I WI�IIFIF G> cIJ1�°r T1W 172.84 I 4 STEPS R8 2.26" HORIZ. la IZ �I - - III Ill -I_ I I a CONS 1 I W T M �TEV T1W 171.50 I STEP 0 4.16' HORIZ. I I OI GRADE EXISTING SLOPE a 1.75:1 PER PLAN AND SOILS REPORT RECOMMENDATIONS. 7 0 T/W 170.17 i1 Q - _ I7O O GRADE EXISTING SLOPE a 2:1 PER PLAN AND SOILS REPORT RECOMMENDATIONS. II T/W 168.84 O3 GRADE 6' WIDE BENCH PER PLAN. ��s fk IL �iIZC p�IUF q GRADE 12' WIDE BENCH PER PLAN. T/W 167.50 I �s sS sR I 's QSv P�I� PLAN L1- �f�lls 0 CONSTRUCT TERRACE DRAINAGE DITCH,TYPE "D" PER S.D.R.S.D. D -75,2% GRADE MIN. T/W 166.17 I s� v c ' � C I I a HI TYPICAL. U•N.O.) © JOIN EXISTING DITCH PER PLAN. FUTURE _ T.F. =164.5 O CONSTRUCT RETAINING WALL GUTTER PER S.D.R.S.D. STD. DRG. NO. C -14. ___ T. F. MASON CONTROL JOINT' ® CONSTRUCT WALL DRAIN PER S.D.R.S.D. DRG. NO. C -14. 's -- CONSTRUCT MASONRY RETAINING WALL TYPICAL SECTIONS, SHEET 2. �p F' i 10 PROTECT EXIST. STRUCTURES IN PLACE. 6A. 0 L i 160 p-E.T,&IOEp�IL INSTALL 3" PVC FROM WALL DRAIN TO OUTLET THRU WALL. II `6A s a w 4mr -r' W.r 4"� 16 0 O _ ._ . -_ -_ -. _- _ - ._._..__ -. _- ._ _ H10 . -_- 4 - #5 Vf!lc - nG C INr4 12 CONSTRUCT RETAINING WALL OPENING FOR 3" PVC DRAIN PER S.D.R.S.D. C -14. L= 117.00' 7.93' t CA slre Al In PIbCI�.leGl F+�I'%I ry tJ p f9JL� 13 Hait4 ,PrJAWT INSTALL 4" PERFORATED PIPE WALL DRAIN AT BACK OF WALL PER SECTION. FFop Iz. WF IJ,KI.O w.r W14r4ca 14 SAWCUT EXISTING Kv <zF�'b Gzcl11'�w 15 REMOVE EXISTING CONCRETE TERRACE DRAIN. _ PROFILE: RETAINING WALL N0. 1 = _VIII_ 16 CONSTRUCT EROSION PROTECTION AT 3" WALL DRAIN DISCHARGE 15 LOCATIONSI. SEE SHEET NO. 4 FOR PLAN VIEW 17 HYDROSEED 1.75:1 8 2:1 SLOPES, INCLUDING SLOPE AND BERM ALONG EL CAMINO REAL. SCALE: HORIZ. I " =20' VERT. 1 " =4' IS ONE ROW OF SANDBAGS, TWO BAGS HIGH. 21 CONSTRUCT 4" CURB CORE FOR PERFORATED WALL DRAIN DISCAHARGE. 6 -tv *I zr- r`CI N OFESS / e I'Li F J k Sri l l 5 61 Lr_ f- SIrAG1► 4 Ife p� w L• kknVZ. NI` Wt`N' Q� q tilo'f I'�' F{r�+ a � . � r n I HO HOE al le G-Ib .4 S FUSCOE PA See ° ' lu Flu; wITFk w ll' ° o (96 U•N•D) me (619) 5 No. RCE 36083 A n ENGINEERING ) * EXP. 6 -30 -96 * VERTICAL MASONRY EXPANSION JOINT II r AX (619 5 sT �V7\ ` .► Civil Engi Land Surveyors ° - F OF t;AUF - - - REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DE IGNED DRAWN BY CHECKS BY APPROVALS CITY O F E N C I N ITAS ENGINEERING DEPARTMENT DRAWING N R P. T T .H - K .�tci ,g!/1L1' Q 9G BENCH MARK. NO. OC 0028. 1/2" STEEL PIN AT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED GRADING PLANS FOR: THE S.W. CORNER OF EL CAMINO REAL 8 LA N\ ° COSTA BLVD. HORIZONTAL AS SHOWN BY. y�y E L C A M I N O R E A L CENTER 4119 - LOCATX% 26" S. OF LA COSTA, 72' W. OF i DATE: t9 q BY: AT `• EL CAMINO REAL. r , i R.C.E. NO.: 36083 DATE: 1 L-Yp y P DATE: - RETAINING WALL 1 PROFILE COORDWATE& N 335,000 E 1,688.000 (APPROX.) AS SHOWN �- SHEET 5 0 VERTICAL ENGINEER .S NORTH COUNTY VERTICAL CONTROL DATA EXP. JUNE 3 , 1996 WORK PROJECT NO. ELEV- 17906 DATLO U.S.C. 8 G.S. ERIC K. ARMSTRONG