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2001-7005 G (Plans) WORK TO BE DONE 5. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, SOILS ENGINEER'S CERTIFICATE CONSTRUCTION NOTES LEGEND PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE DESCRIPTION DWG.NO. SYMBOL GRADING NOTES THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE I, RODNEY D. BALLARD A REGISTERED GEOTECHNICAL O DRIVEWAY AS PER STD G-14A, MODIFIED G-14A A. GENERAL FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED ENGINEER AS A REPRESENTATIVE OF CONSTRUCTION TESTING AND ENGINEERING (WIDTH SHOWN IN THE PLAN) TO BE CONSTRUCTED PER DWG 7005-1 FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH A CALIFORNIA COMPANY, DOING BUSINESS IN THE FIELD OF GEOTECHNICAL ENGINEERING " CUT 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD MATERIAL. AND ENGINEERING GEOLOGY CERTIFY THAT SAMPLING AND STUDY OF THE SOILS 2O COMMON DRIVEWAY APPROACH TO BE CONSTRUCTED PROPOSED CUT OR FILL SLOPE (2:1 MAX.) SPECIFICATIONS FOR PUBLI WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY THIS OFFICE AND PRESENTED PER DWG 7005-I FILL D. LANDSCAPING IN OUR PRELIMINARY GEOTECHNICAL REPORT DATED DECEMBER 24, 1998 DAYLIGHT LINE -H-CU�! STANDARDS OF THE CITY F ENCINITAS, AND THE SAN DIEGO AREA REGIONAL O 3" PVC SIDEWALK UNDERDRAIN AS PER STD D-27 FILL STANDARD DRAWINGS, ANY CHANGES OR RIVISIONS THEREFROM SHALL BE APPROVED TWO COPIES OF THE GEOTECHNICAL REPORTS, WITH OUR RECOMMENDATIONS, HAVE BEEN TO BE CONSTRUCTED PER DWG 7005-1 BY THE CITY ENGINEER PR OR TO ANY REQUEST FOR INSPECTION. 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. EXIST. CONTOUR APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS pFESS/ 44 TYPE A CURB OUTLET AS PER STD D-25 2. THE SOILS REPORT TITLED GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. FR D. g�l TO BE CONSTRUCTED PER DWG 7005-1 PROPOSED CONTOUR -70-11 PRELIMINARY GEOTECHNICAL IELOPM INVESTIGATION, PROPOSED ENCINITAS ENCLAVE 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO SIGNED: `2��y ql RESIDENTIAL P NT ENCINITAS CALIFORNIA AT DECEMBER 4 1 OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN n�o°� l-7 5O TYPE A CLEANOUT AS PER STD D-9 PROPOSED TOP OF GRATE ELEVATION _ 300.00 TG PREPARED BY CONSTRUCTION TESTING TESTING & ENGINEERING INC. OCTOBER 1 AND APRIL 15. G.E. NO. 2173 No.2173 o m 300.00 SHALL BE CONSIDERED AS A PART OF THIS PLAN. ALL GRADING SHALL BE DONE DATE: 4;;_ 2/` Off- EXP.06/30/04 �' L ''" " AREA DRAIN AS«PER. THIS PLAN (SEE''SHEET 2) PROPOSED SPOT ELEVATION --"� IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN �F P" * LRIlDMAPK Gt/ALG c h/GHLANIJ G[%�LL SAID REPORT. E. EROSION CONTROL LICENSE EXPIRATION DATE: 06-30-04 `Jl �TECHN�G �P `v�f4 v"� } t 7 PER THIS PLAN ( HIGH POINT 300.00 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND 9r£OFCAtiFA " _ HP TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. 1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT TONY CASSOLATO 8O TYPE 4 RETAINING -WALL PER SDRSD C-4 SUBDIVISION BOUNDARY SEPARATE APPROVALS AND ,PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION PH. NO. (858) 259-4626 "DECLARATION OF RESPONSIBLE CHARGE" WITH IMPROVEMENT PLANS. O PROPOSED WATER SERVICE AS PER W-1 LOT LINES -ILL- 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 10 PROPOSED SEWER LATERAL AS PER STD S-13 RETAINING WALL (TYPE C-3, C-4) 5. CONTRACTOR SHALL TAKE NY NECESSARY PRECAUTIONS REQUIRED TO PROTECT STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS LAC/OMA2K G(/ALLH/GE/LANO 1 ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CONSISTENT WITH CURRENT STANDARDS. 11 TYPE B CURB INLET PER STD D-2 TO BE CONSTRUCTED WALL ' DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE PER DWG 7005-I GRADING. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL CITY OF ENCINITAS DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY 12 TYPE B DRAINAGE DITCH PER STD D-75 DIRECTION OF FLOW 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK OF THE ENGINEERING INSPECTOR. RESPONSIBILITIES FOR PROJECT DESIGN. y y y WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY BROW DITCH PER D-75 TYPE-6 A REGISTERED CIVIL ENGI EER OR A LICENSED LAND SURVEYOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER FIRM: CONSTRUCTION TESTING & ENGINEERING 13 DRAINAGE DITCH PER THIS PLAN ( ) 7. THE CONTRACTOR SHALL D SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING ADDRESS: 2414 VINEYARD AVE, SUITE G QEiOFESS/0�, DRAINAGE DITCH PER THIS PLAN INCLUDING SHORING, AND HALL BE RESPONSIBLE FOR CONFIRMING TO ALL LOCAL, RAINFALL. A p. 6q Y 14 RIP RAP ENERGY DISSIPATOR PER D-40 ( NO. 2 BACKING) s STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW AND REGULATIONS. ESCONDIDO, CA 92029 �Q �k 11 Fig, PROPOSED 1" WATER SERVICE AS PER W-1 CITY,. STATE: 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE �? 0 v� 15 TYPE 3 RETAINING WALL PER SDRSD C-3 760)746-49 5 o zm FOR HUMAN OCCUPANCY HALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR TOLE NE: w �„ PROPOSED SEWER LATERAL AS PER STD 5-13 S AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6 _ 21-G2_ No.0043345 2 /� TYPE /3 C URQ INN_E7- PeR 5TD D 2 9. NO GRADING OPERATIONS HALL COMMENCE UNTIL A PRE GRADING MEETING HAS BEEN By.. RODN D. yc=: DATE EXP.06/30/04 7'f/ t/L.TRA _V R 6/el N 5 E R/E,�" C® !�/l y H ,SMAAT PROPOSED STORM DRAIN PIPE (PRIVATE) - - - - - - HELD ONSITE WITH THE F LLOWING PEOPLE PRESENT : CITY INSPECTOR, CIVIL ENGINEER, 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 43345 9T civ�� p��P ,SAvntGE C<1I3TCCH /NAu$ TRIFS BR t OVAL PROPOSED AREA DRAIN PER THIS PLAN (SEE SHEET 2) ❑� SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE GRADE MEETING PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A R.C.E. NO.: FOFCAI�F SHALL 3 SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING HAZARDOUS CONDITION. REGISTRATION EXPIRATION DATE: 06-30-04 ENVIRONMENTAL REVIEW NOTES PROPOSED STORM DRAIN PIPE (PUBLIC) (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 1. EARTHWORK QUANTITIES CURB OUTLET TYPE-A PER STD D-25 CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL RECEIVE APPROVAL FROM HE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE BE INCORPORATED HEREON. STATE WATER RESOURCES CONTROL BOARD CERTIFICATE CUT : 4687 CY DEVELOPER SHALL COMPL WITH ALL CONDITIONS AND REQUIREMENTS THE CITY FILL : 42504 CY RIP RAP ENERGY DISSIPITOR PER D-40 go ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF IMPORT : 37817 CY 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO SLOPE AT THE CONCLUSION OF EACH WORKING DAY. STATE WATER RESOURCES CONTROL BOARD(SWRCB) ORDER No. 99-08-DWG GRAVEL BAGS OOO FINAL GRADING APPROVAL ND/OR FINAL RELEASE OF SECURITY, AN AS-GRADED (N.P.D.E.S. GENERAL PERMIT No. CAS000002), WASTE DISCHARGE 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING CERTIFICATION SHALL BE PROVIDED STATING : "THE GRADING UNDER PERMIT NO. 7005_G 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH D HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY CONSTRUCTION ACTIVITY. IN ACCORDANCE WHIT SAID PERMIT, A STORM WATER IS TO OCCUR IS 50% PCC CONCRETE PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN MAXIMUM VERTICAL DEPTH OF CUT : 8 FEET HYDROSEED D BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE SUCH GRADING OPERATION 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE 3• MAXIMUM VERTICAL HEIGHT OF FILL 28 FEET NOTICE-OF-INTENT (NO]) WILL BE FILLED WITH THE SWRCB. A COPY OF THIS SILT FENCE -x -x B. NOTIFICATIONS 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED; VOLUME OF CUT 126549 CU. FT. OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE = 1.63 FT. AVE. DEPTH OF CUT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF FURTHER A COPY OF THE COMPLETED FROM THE SWRCB SHOWING THE 4 AREA OF CUT 77289 SQ. FT. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, PERMIT NUMBER FOR THIS PROJECT SHALL BE FILLED WITH THE CITY OF THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN STATE OF CALIFORNIA. ENCINITAS WHEN RECEIVED. VOLUME OF FILL 1147608 CU. FT. = 6.04 FT. AVE. DEPTH OF FILL ON THIS PLANS, HOWEVER : AREA OF FILL 190130 SQ. FT. THE CONTRACTOR IS REQ IRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT F. HYDROSEED IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION ANY EXISTING UTILITIES OF STRUCTURES LOCATED AT THE WORK SITE. IT IS THE OF THE PROPERTY COVERED BY THIS GRADING PERMIT No. 7005-G, AND BY CONTRACTOR'S RESPONSIB LITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 SWRCB ORDER No. 99-08-DWG, AND ANY SUBSEQUENT AMENDMENTS OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION (R/W PER FINAL MAP) UTILITIES AND NOTIFICATIOt OF COMMENCEMENT OF WORK C.MSWR DE R No. 99-08- W (ULTIMATE R/W) SEWER (CARDIFF SANITATION DISTRICT) 1-800-422-4133 25'/(PRO. R/W) 25' SAN DIEGO GAS AND ELEC RIC 1-800-422-4133 a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. WATER (SAN DIEGUITO WATER DISTRICT) 1-800-422-4133 b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT 21'(PRO.) 5 PACIFIC BELL 1-800-422--4133 SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE OW R O ND CABLE TV (DIMENSION CA LE SERVICES) 1-800-422-4133 T.C. PER PLAN 17'(EX. R/W) 2. CONTRACTOR SHALL NOTI THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO MATERIAL AS APPROVED BY THE CITY ENGINEER. 12'(EX.) 15' BEGINNING ANY WORK ON THIS PROJECT. PHONE : (760) 633-2770 SIGNATURE OF LA D OWNER CORPORATE OFFICER, 2. IRRIGATION SHALL MAINTAIN IN THE MOISTURE LEVEL OF THE SOIL AT THE GENERAL PARTNE OR PROPRIETOR 1 2% f(EX) 2% 2% 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON THE CALLS FOR INSPECTION. PHONE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEED GROWTH. (760) 633-2770. ALL WOK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE AArnr w�1 �� OL-A 1-0 2% MIN. PRO. T(P SUBJECT TO REJECTION A14D REMOVAL. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: PRINTED NAME 4F ABOVE PERSON C. GRADING SEED MIX SHALL CONSISTS OF NO LESS THAN: SAW CUT LINE, GRIND a. 201bs. PER ACRE OF ROSE CLOVER TYPE G-2 1. ALL THE GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR b. 201bs. PER ACRE OF ZORRO FESCUE R/W (PROPOSED) R/W (PROPOSED) CURB & GUTTER LINE 1' MIN. FROM SAWCUT UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT LINE, PROVIDE SMOOTH d 41bs PER ACRE OF F ACHILLEA MILLEFOLIALIA AND COMPACTION OF FILL AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL c. 31bs. PER ACRE E SCHOOL CIA . RNICA 25• 25 (PROPOSED) p( BERM TRANSITION SUBMIT SOILS REPORTS A REQUIRED AND DETERMINE THE SUITABILITY OF ANY . (TO BE REMOVED) FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT e. 31bs. PER ACRE OF ALYSSUM (CARPET OF SNOW) INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN f. 1/21b. PER ACRE OF DIMORPHOLECA. PROPOSED TYPICAL SECTION HIS OPINION, ALL EMBANK ENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE g. ITEMS c, d, a AND f OF THIS SECTION MAY BE OMITED ON LOCATIONS 10' 15' 15' 10' IMPROVEMENT T.I. =5.0 ; 4" AC ON 6" AB (MIN) VICINITY MAP WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC GUARD RAIL CAMINO DE ORCHIDIA STA:7+00 TO 13+09.15 ARE ACCEPTABLE FOR THEIR INTENDED USE. STREET OR RESIDENTIAL STRUCTURES. ST LIGTH PER NTS h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING AS PER M-31 CARDIFF STANDARD 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE W/ M-24 HANDRAIL 100 WHPS POSITIVE DRAINAGE AND P EVENT PONDING OF WATER. HE SHALL CONTROL SURFACE HYDROSEEDING. ENCINITAS WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED C/L+.10 C/L+.10 STREET SECTIONS ARE SITE AND SHALL TAKE RE EDIAL MEASURES TO PREVENT EROSION CONTROL MEASURES CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE 2% 2% 2% HAVE BEEN INSTALLED. CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. - ENCINITAS 0�0 �2 z � 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 1• NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED , FOR REFERRENCE ONLY °y BLVD o N PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND SLURRY AT THE DISCRETION OF THE CONTRACTOR. 1 OBJECTIONABLE MATERIAL HALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 2 TYPICAL8ECTION 5.0' SIDEWALK TYPE G-7 9i1 0 4. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 Ibs. PER ACRE. (PROPOSED) o UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE T.I. =5.0 4" AC ON 6" AB (MIN) REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY PROPOSED EXTENSION OF OCEAN BLUFF WAY SITE z SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE OCUN BWFF WAY m SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 21+36.47 TO 25+50 It (ULTIMATE R/W) R/W (EXISTING) IT SHALL BE THE CONTRA TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND Q 2 A o COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 1ANO1",4RK 25' 17' in w 5. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULPHATE, 16-20-0, WITH KEYSTONE WALL(H=VARIES) � '- 4. CUT AND FILL SLOPES SH LL BE CUT AND TRIMMED TO FINISHED GRADE TO PRODUCE 15% SULPHUR APPLIED AT THE RATE OF 500 Ibs. PER ACRE. ' 0 SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND 28' MAX 27.00 KQLUA sT S in EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE OWNER'S CERTIFICATE 10' 3' 12' 12' N ENGINEER OF WORK AND EFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTE EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH T.C. PER PLAN 1.00 WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR SAW CUT LINE, GRIND ARE LIABLE TO BECOME L OSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE G-2 EX BERM I AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL LINE t' MIN. FROM SAWCUT ORDINANCE. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF (F 5.00' LINE, PROVIDE SMOOTH (TO REMAIN) 6 ���•L /2\ 2% MIN. PRO. TYP ? 2 TRF(1SI) 2% 2% U STEP EN H. DAWE DATE „,.. n 4 QROFESS/ r- ';., / / z J & SAN DIEGUITO WATER DIS . FIRE DEPARTMENT - �(�Z / af 6'ly-�?-` "4b /LT ~``�� 9�' z ANTHONY G. C OLATO DATE ST HEN H. DAWE DATE (% �L� 0 c'o m TYPICAL SECTION w FOR: THE ENCINITAS GROUP LLC FOR: THE WOODSON GROUP LLC k RODNEYO. 0,4LLAKD DATE No.0043345 4" P.C.C. SIDEWALK T.I. =6.0 4" AC ON 6" AB (MIN) z RCEQ93�5 GX�° G/30/a8 ' EXP.06/30/04 * TYPE G-7 (PROPOSED) OCEAN BLUFF WAY STA: 17+39.43 TO 21+36.47 PROJECT LOCATION 0 . ��_ ��n�oz 12520 HIGH BLUFF DRIVE, # 240 12520 HIGH BLUFF DRIVE, # 240 I°" Jr CIv0_ �a� EX BERM NAME DATE NAME DA� SAN DIEGO, CA 92130 SAN DIEGO, CA 92130 \,\ q'El//EFVEO .65' gTFOFCAO�FO� THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) _ SIGNATURE EXPIRES 2 YEARS FROM DATE PH. NO. (858)-259-4626 PH. NO. (858)-259-4626 D<fTE (TO BE REMOVED) 258-140-35, 36, 46, 47 z DE91G1`8Y° G_.,.�. RAW -.-A__ / CHECKED BY c REVISIONS APP OV D DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEP`TT- • MAS -MAS Ms APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DELErE SHTS 5,G (o(jU 0 CITY OF ENCINITAS HORIZ. & VERT. PLANS PREPARED UNDER SUPERVISION OF o 7eA005hT.5. 0-05 CONTROL PT. "P2" FOUND P.K. NAIL IN HORIZONTAL : N/A RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLAN FOR: 7005 - G z Ck,4A10iE waLz. MPs A00 AERIAL PANEL, REQUEZA ST. WEST OF DATE : �' 'L/�OZ 0 LANOMAfflKey/GHLAND I-5 BRIDGE, EL. = 174.36 N�A er LOT 1 T�IRU 12 TM N0. 99-088 WALLS. I VERTICAL : 0-ZZ•$A7L R.C.E. N0. : 43345 2 40 6U/L T BY BY lo0r.�-- y3a a7 RODNEY D. BALLARD EXP. os-3o-o4 DATE : O �� DATE : o CITY OF ENCINITAS ` cn tFl I Z (� SHEET 1 OF PLOTED ON: 06/19/2002 -\\\ 210_= - - - - - - - - - - - - - - -- - -- - - - - - _ _ - - - `=- - - - - - - -- - -230- - - - - -- - -_-_-_ - ` - - / _-- - �. =_= -- - - __-- - - _- - - - - - / \ ir_-__ -. __ - -_- .._- - - - --- -- -s�� � - ' __ r�_- -E�J3R(�Nt �tT - - -_- -_- -_- _ - - --- -_- - - 2�0_ -$ - l - - - � -� - - - - - - - - - _ - �� - _ - - - � �� - - - T�1 - - - - - - - - - - : 244fiW r -_ 9-.3-f - - , „ _ 48FL_ -FL 273 - - L 240 2'15 $$' - - FL - - - - - i - - - - -- - - _ 41.3 / i / { - - 5 - - r - - -- _ - - - -- .,,PE A CC.rEX) - - - - - - -FL �/ l - _ - - ,- - _ - __ -- - - - � _ , . - 2a?-'E G ER �...- T204. 4 CON) _ _ 291E M 5 � ?531E N - - -230 2401 - _ - - 4001E (ouT) T 235 291E - _-_- - - - - - - - -2 - 24"R _ _ \ 251.50RIM EX. CP TO BE REMOVED. N _ r \1 \ ` X47.,5__ -_ '� S W� J 2• �� _ 238.031E PER DWG 7005-I - - - - _ - - __ _ Ex. cL_ - - PROPOSED PROPOSED FINISH R 4 -240- - r FL LAND PE AR H 4 J j PAD EL=248.0 PRO. 2.5' 2.5' W - 1! - - Z l ROW DITCH e. ° /• 252.90TC DRAINAGE DITCH 3' \ // PER THIS PLAN \ / \ i" / LRR/OA/RRKPER 2:1 SLOPE �" -250- Ji \ \I 1 P 12 \ a, r F WA('L DETAIL I 5. soo ,y098 246.0 / r r 6 I h 1 b pW cA ED PI POSED /v 3 / �0 FLj 4/ 8 �r-� I �1' I r` WALL __---- \, EXIST GRADE t1 iv SWALE N \ \ r• C / r" LANDSCAPE \ r = -> - I-- :I l ` - _. ` I I ' 2 L1A/JO)h/4RK ( " VARIES) / AREA t r � . 2� .1T �, -' / 535 3 � _' �~ ' �,n I \ (e 11 � i ..,��°"°"� BERMS R 12,l I/ :=Hv- I N N �I_ / \ M E 1 SLOPE TYPICAL SECTION FOR ri o ' ^' �• ,,\ tti$5 ;\ - � ' 246.7 -j J - \N ` _ ,.. m r - W I ` - / ��. , i DRAINAGE SWALE AND ` t ?.. ti�k$0 ��Q ✓ e� a y r / \ PROPOSED E ' 1\ FIL / o Q \ EXIST GRADE BROW DITCH T N ER A 'w" r Q Q s x JWIa I 0 1 U � 1 (r vARI � � I-- r o- k \\ 5 PER r H/GHLA Z9O THE TOP OF ALL FILL 247.6. ° � 0 2 LOT-8 do �.� w I k o Z Q I it 1 LOPES 1 1 - WALL DETAIL ' I A <w¢ U L� p II \ / 1 - _ PROPOSED 4 2 / PAD=247.5 3L w r> II - 3 1 1 1 247.1 \ r ' Ng� �� i j 5 / FF=248.0 0 ° r ¢ - - - SECTION 1-1 WALL \ ~ \` J 0� w a z �` 2 Q C4 �I NTS f//G1VZ41 D PROPOSED FINISH T O 4r t �1 cv w l m m ¢rr _ _ y - a /v \ ` o i� - SZ - FOR� Z,41WA,4RK N ',�F� - Q U / '' �O a _ X o I �-� -� ���r �� - WALL DETAIL PAD EL=252.0 r° GP Q o m / w -I ° i �0 s l 260' SECTION 2-2 8.5 r / C� / ti N y N r / SEE SHEET 4 NTS ��� - 248 OFS cn r / / 't ' MOD. CURB I 1 r / I GUARD RAIL INLET SEE 7005-I ` \ \ 2 r / AS PER M-31 ( ) -- - - -` - u~i o \ � LANDSCAPE �? � w 1 I I m u� � r 253.5 / 253.4 � �i1 j _ - � PROPOSED FINISH '�? A I H PAD EL-286 55 ' W/ M-24 HANDRAIL E 700 - - -- o FL i 1 / AREA � N� 253 0 P / HP N PAD STREET (SEE 5-I . 1 7.4 N I , r oNi - 2:1 SLOPE 24 � -) 246.9 p 253TW v zv I _ - - - - © � ` 252FS I Vw 11 a Q 252 6T`W FL I �/ 25 315FS - - H A PROPOSED �O \ , / w 47.5FS 7 ._ X f d' - / ' 2:1 SLOPE BROW DITCH PER J KEYSTONE 7 X2+5 y 2 I I ,2� y`?.• � i � � Q � "- i r LA,VO.NARK wA�.._ F�2q ,I r �� 4 , ti� ? ,I r - - - v WALL DETAIL r A „ r I I I I i 256TW \ / CAPE I 265.3 / / / 26 .8, AREA DRAIN 6 PVC / I 252FS 2 c� 257.0 - AR / I i FL_-T - - - - - - - NOM T - / FL �� - PROPOSED \ - ¢ / --f - �- \ LA A4� WALL EXIST GRADE I E� 0 2 8 J HP r I / \C L 4NDSLAPE \ \ w N -- (H VARIES) r. S y co n / 252.0 i� \ �h1 J 1 °m r - ! \ / 1 / / / AREAS \ 2ti .5 2:1 SLOP 1 HP E i \ ca . N �I \( `�' 32n I, w / \ / FL � � -270- � . I I \ OS P o o �� 5 w ! �:' '` / 1 , i! w EXIST GRADE BROW DITCH r FOR NTS LANDDMAi2K i \ 258.0 © � R ti 0 y HP v' r is 1 w o a - -- - - PER /�IGHLANARIES EE SHEET DETAIL 4 Q . Gj - Z Cp / - i ri f . 0_ r N N. �� �- \ I LOT-B WALL DETAIL w r FF=268.2 / W /° - - - �• tO / o r / I/ SECTION 3-3 E � 4� ry to r z - _ PROPOSED H/GHLA/✓D 6' MIN ( m w N I / / ( NTS PROPOSED FINISH 5 • � � �i \ tih �. I / V y v gig r vv ory _ w �S .• ��i co s w / fi- . WALL PAD EL=289.58 N� / , ./ l(/. o Q ROPOSED FINISH , u z AD EL-258.0 \ \ \ \ O� Q ; I vi r `� ' 267 En ca w..�_. _ \\ \ 258.0` 258.0 ti P 5 m ) _ r' H ^ 2:1 SLOPE / m I \�\ \\ \ HP 259TW HP ?6 0� I L�s11VD 4PE 263.5TW 256.5 `"`' I .n ^ / J r 7.2 9 N N � i PROPOSED / z ) \ ?6 gS I ARE, 257.OFS FL `� r FL - FOR KEYSTONE WALL DETAIL BROW DITCH N/�f/�l�_WO - - -- o� \ \ -� / �, / cL 3 SEE SHEETS-6-dE (TYP) PER t e v� �---EXIST GRADE F co n 257.0 / r. cv \ _ d.S `?��,i N I c"„ HP 8 -`��-- - - g / i11 A co coo ^ ' /'4'' W �J-2Jr a a WALL DETAIL-� /\ mIi \ 263.5T N N co 1 F. _ _ - - SPEED-D-TUFF GRATE PROPOSED EASEMENT P' 26 .0 -i - _ ' PUBLIC SEWER - 10' PRIVATE DRAINAGE 257. 2 / �LZ I rc. ELEV. _ �'-� N.D.S. No. 1211 (GREEN) £,, .•�T •,� & STORM DRAIN - K, F - (sE£ PuN OR APPROVED EQUAL �a b e.c WALL - - - - - - 2 EASEMENT PER FINAL MAP- i" - - - 28}- -- - s' yl 267.81E - -EASEMENT PER _ - r 8 1 Mm. G HfGHLANO �� _ _ - 4• n - - / 1.0 4 . �� "- - - - - -3AAP - 275.0 272.2TW `/ � 21 �- "1-�c°� _ - - -- - ` - S _ 6 S �,.. ..__ - - - - - _ - - - -� - -_ - - -- -+- /a E li DR APPROVED EGNoI. .1121 SWALE 6.2 - - --- - - o' a N REDUCER FIL 267.7FS ,/. - -. - - i 6 -- ' - - - - - -. - - --- - - PIPE RISER i PLASTIC TEE 1 SLOPE R / Sri ` - - - -- - - - - - \ \ \\ \\\ _ 4 7T6 - r 274.6TG G 275.8 c°D�I I _ PROPOSED t °O° - - 280.OTW 26 .21E 270.61E _ '" NOTE. FDR awaNC BROW DITCH 2 N = 273.4RIM 280 274.OFS 278 QIG - r - - - 83. TW n ' - -- AO nACT ire o PERD-75 B - \ - - \ \ 0 67.661E(IN FL - - - I -oN 194 / 277.0 275.8TC 274.OTW - - - - - - - - j it PIPE SIZE OR EQUAL PROPOSED �t FL 268.81E . -�- " 273. FS- - ' 27 i I J - _ - _ - - �-r - - - - - - - - - P FEOwLwE 1 mIN. L 1 11 8 - ' - �- 2 7 " - } PER uN 274.OTG r ,, 1fi 292.7TW - i 29�S rye C=-°� tO / H/GHLAAGO L -- g \ 285.6 \ 275. L �. _ - �9'� - 293.9TG `' z EE PLAN) _ 267:81E `` ' - 289.5FS` - 1 I 6 289.OTG' o _ - -L _- _ w r r 295.3 „ ( ) SECTION 5-5 283.01E \ ' FL�-k \ i S r r v ao 289 61E":- HP 292.91E \ =o "PROPOSED FINISH NTS \ LANDSCAPE _ 285.01 - 284.5TE 6 / // 288.01E c^v / y ,,o - , �� ; - -_ - N/ / 7 - LANDSCAPE AREA DRAIN DETAIL 06 ii 6.1 AREA _ FL /�gNDS PE 282.71 w r - -{ - - SCAPE 290- PAD EL=257.0 00 ✓ , - - - N N L F- ( r\ '" -1-1-i AREAS r� o. / owti / j` - - / ND 295.7TW\ 29 - -- -290- 285. C 1 / / / /= jj LOT 4 / )FS \ U) T MIN.-.___... a L ` \\ FL / L� PAD=292.67 I > 3' MIN. 4 iA1N. DO J a, / '�ya3s rJ I _ - EX D ( -�- - MUOSILL N LOT 1 \ LOT 2 \ REkM_EX� 24" / I// _ /�//'" '` \ FF=293.1'9�� - I ii 0) _ TO BED J, � m PAD=286.55 v PAD=287.86 SO. & \ f o \: ( z 6 tl�i.i COMPACTED row l FF=287.25 .- / ; / / / '1 Wt i W �f II _...1._ BERM FF=288.56 A HEADWALL - �Q' � 1�� ,n y I � w II } 1 \ 15' PUBLIC- as°o o - - -- O I �/ , N LOT 5 N I \ I 11 o w \ \ - DRAINAGE I i 1 / ! 0 LOT 3' I r m m N �. P =295.67 24; �1C EASEMENT PER x o rn -� a it 5 TO 12" m \� Co w �\ I 1, /i PAD=2$9.58 i w N w F =296.17 �� 287.6 _ FINAL MAP / 4'4' I SECTION A-A D - - N / - co 286.4 - J FF=290.08 I - I`O 2953T N N III / / •- FL�HP) // N c0 - - I / I'�. 1_ L� r - rn i I co 3 cn - ` .� _ 295.2 ; ' ; � TYPICAL SWALE 24° MIN. 8 I - ^ nj i `� EX BtD U- li Iw- - - ao - a0 a r ' L`"" ! 0 2cm ROCK-LINED OPTION L _ r 0 BE DEMO. U 3 - 4 IN.) GRASS OR TURF OPTION � _ � I OVER GEOTEXTILE t 4 - LL �i / i _ OVER LAND LOC TURF oo ^ i -` 287.1 !' , \.\ ../ - �� - LANDSCAPE J �__ 29 N - - -- LINING REINFORCEMENT � - 0 ' 00 m \ FL 286.5 AREA N 1 28 5 l �� �- d - - - - - - - - - LO ANN ---- I i� -._� -- - - / - "P.�"; 295.5 - - - - , ; � / --a._ _ -_ - 287. � FL(HP)L FILL _--_� HIP J--" / � s J 8 i w --t300- k`. \ 290 r - - _ _ _ N _ - _ _ S -- _ ' :I - I ! ANCHOR co - R/W 16 00 1 '(6. p `TYPE C-'INL�ET{EX-- - - - - - - - 'I z '� E z - _ - = - \ 3 w�� 16.00 lW - - 16.00 , I w w II N- - 16.0 _1._ . -. C;- - _-"- - -J - t) ✓-Ui M I � � � v v .(EX) (S) SAYER C .(EX) 4 E SEWER CO EX TYPE A. CO(EX) -°- } G 2 5.37!E .� _ w `� r3XN/n Z ---- ----- - ( )-------7 --- ---_...,-- ---- --- lG}..__._. -1-•_ -EX. 2"--GAS-..__---{G)._. _-_------- -- '-� ----- -------_- --(G --- -- ---- 283.$21E---_-_. ., - - - - - -- - t ) _ - _ _ _ _ yL L-'TYPE C INLET EX - - --- -- _ - __ __ _.-_ ._- _ -- __,w;TYPE A co.(Ex) � i _- -- �� ' ' -, ; RpFESS/ TYPICAL DRAINAGE DITCH DETAIL w - SUBDIVISION_BOUNDARY (TYP.�_ - -- - / z91.s31N - - - -_ / Qy -_-� ___----- ?°-_ - - -- ----- - _-_.-- - -_ -._....�.. ... -�. -_- --- - -~ � �"- �- f_ �I y D. gq'Y! NO SCALE Z _ T - - -- -- - _I ._ _ \ _ �� <<� , DRAINAGE DETAIL t - - - - + - --- - , \ r ,� - - -- - - - - - - - - - - - - - - z NOTES: z NOTES: \ I GRAPHIC SCALE - - �, A TYPICAL 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL Li 30 0 15 30 60 120 No.0043345 ' 2. FOR ROCK-LINED OPTION INSTALL GEOTEX WOVEN FOR PUBLIC IMPROVEMENT SEE SEE SHEET 8 FOR STORM-WATER EXP.06/30/04 MONORLAMENT GEOTEXnLE NO. 117E OR EQUAL �3 IMPROVEMENT DWG NO. 05-1 POLLUTION CONTROL DESIGN. %P C1V1L �Q 3. FOR GRASS OR TURF OPTION, INSTALL LANDLOCK FOR LOT LINE DATA & PRIVATE ( IN FEET ) gTFOF CAUFp TRM 450 TURF REINFORCEMENT MAT. z STORM DRAIN DATA SEE SHEET 3 1 inch = 30 ft. w DESIGN BY DRAWN BY CHECKS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS HORIZ. & VERT. CONTROL RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLAN FOR: O I .SEE SHEET 1 PT. "P2" FOUND P.K. NAIL IN AERIAL PANEL, PLANS PREPARED UNDER UPERVISION OF !y U HORIZONTAL 1" = 30' DATE z I- 0 Z_ O 0 CHANGE TOL,4NDM,4RK REQUEZA ST. WEST OF I-5 BRIDGE, LOT 1 THRU 12 TM N0. 99-08$ AND H/GHLAND WALLS EL. = 174.36 AMSL 43345 ^ /) 0 VERTICAL : N/A R.C.E. N0. : BY : / V '. / V l U�Y.-. BY /#S f3U 11 T p / o y a) RODNEY D. BALLARD EXP. s-3o-oa DATE 91271 02 DATE 9 /4/02 CITY OF ENCINITAS z SHEEP 2 OF 25 C) PILOTED ON: 06/19/2002 `-->u N 01 '46'47" E 574.34' �® 244.44' - 329.91 ' N T ' 00 SETBACK LINE (TYP.) F-i - c,y 25.00 V") 0 0 2s O o o 00 o o O 54.87 PZ T-12 °s- 3 248.5. 6 .pa y C 11 4 8. � ° 1r 2 5r 0 5' N , F 8 0 -- II ° 9 II 1 Ln N �1 °r �' �' 'C. ... N 26 35.89 N 42.77 o a r If o LOT-8 E 22.66 =10 22.66 i ' PAD-247.5 1/1 o II u 0 6 - oo j i�o FF=248.0 a I IY 70O iq 54.48 10.00 G4 10.00 ij 8 let 00 Za N �1 N 0 3 �? 3 10.0 5;, 'b. 0 3 O 00 � / �� � I 1 � 1Q � �� 'N°jl II li 1.0 Q \ �� _� pI SETBACK LINE (TYP.) 9 1 � , I N Z o F': o yORyy ,r / z ^ o _ CO .00 -- N 04'20'46" E N 125.70' N N -- N01'54'55"E _ 25.00 \ % -- 28.50' 01.54'55" E 145.08' N 51.13 ��� Gr - ° 1 -yam 1 ® ° IM .00 © O �` C �� o yb* / 0 k i I LOT j - i � 10.00 E 25.00 =•oO c w FF=268.2 46.25 - ;I I R 11 rn 25.0 ) ti y -o y 6 / 0 0 10.00 �� 3 Mt ( f� 492 k 6 3 o I ii SETBACK LINE (TYP.) I M 7 - - _ - - _ o 00 o - 4 39: 11 I � %� 0 100 o ' d 1 PRIVATE STORM DRAIN TABLE 1 Go 0 ,n o 1zQ o 1.• r7 O LINE BEARING LENGTH COMMENTS xer, � '' "' ° N z -� ,�- 0 ,� 1 N89'45'31"W 29.77 6° PVC o - N 01'46'24" E _�-- �- 221.45' �i ' 177.99' _ ® 145.07 a 2 N01*45'03"E 104.71 8" PVC - -- - (� 00 it 3 N33'42'40"E 15.22 6" PVC LO 131.15 ' N 01'46'24" E © 143.3 ' - __ _ _ __ _ _ __ _ N 01'46'24" E 92.02' 4 N68'26'48"E 28.34 6" PVC °o __ _ _ _ _ _ = 2= - - - _ _ _ 0 0 O ® N 01'46'24" E 89.00' N 01'46'24" E o 89.0 p Z II 5 N 61°53'22"E 4.76 8" PVC 0 L6 ° O - _____- - - - Z N III 5 �i ® N 1 II I® N N 6 N00°38'08"W 53.73 6„ PVC �1 0l �_ 1 1 T 7 N00.38'08"W 23.62 6" PVC 1 SETBACK LINE (TYP o R II } II 10.00 O M0 ®� 6 ! li °1 1 _ - - - 8 N89°21'52"E 28.56 6" PVC o C�= - �_ _ = o = O 10.00 rn � � I ,,It 9 N88'48'59"E 31.52 12" PVC p o -- - - - _ - - - � - 10 N89°29'52"W 26.00 6" PVC O 11 N89°00'55"E 3.60 8" PVC 10.00 10.00 - N 10.00 N - - - ° - -- n C 11.31 0 12 N01°45'43"E 70.58 6" PVC 1� -9 r- ° 13 N88°13'49"W 28.59 6" PVC i i LOT 4 1 ° 14 N87°30'54"W 4.13 8" PVC � 10.00 10.00 �1 10.00 M'I . CURVE TABLE 00 PAD=292.67 15 N01°11'13"E 9.77 8" PVC O1 LOT 1 LOT 2 FF=293.17 13.01 Z 16 N01°28'29"E 143.85 8" PVC N m Pte=287.86 14.08 PAD=266.55 10.00 d ? CURVE DELTA LENGTH RADIUS 17 N05°21'14"W 7.99 6" PVC FF=287.25 - W o FF-288.56 I � C1 89°51'30" 31.37 20.00 18 N88°13'13"W 14.05 6" PVC 10. I LOT 5 C2 90°08'30" 31.47 20.00 19 N88°13'13"W 20.13 8" PVC 1 LOT 3 I PAD-295.67 C3- 28°11'44" 44.29 90.00 20 N18°28'02"W 33.88 6" PVC z 31 29.9 PAD=289.58 31 I FF=296.17 C4 08°23'26" 6.74 46.00 21 NO2°11'35"E 49.16 6" PVC m 13.38 3 FF=290.08 0 I �° C5 25°4714" 20.70 46.00 22 N47°20'41"E 44.54 6" PVC 0 ° `J� C6 28'54'11" 23.20 46.00 23 N68°18'54"E 32.62 6" PVC LIJ to In 0-a°0 o i ii C7 33°03'22" 26.54 46.00 24 N50°09'39"E 20.57 8" PVC U to I ao co ao C8 112°03'32" 89.97 46.00 25 N41°03'16"W 15.73 6" PVC � I 6" PVC LO z 1 ro l z 1 Z 1 L_ -�J 26 N 08°19'06"E 14.26 8" PVC 27 N01°45'03"E 11.04 N 1 N ZI I 1 00 28 3.00 8" PVC 1 0 LO ° p p n o r) 6 ° o N rj °o p 29 N88'37'01"W 3.00 6» PVC 00. N N N N N G` 30 N13'29'11"W 3.00 ,! 6" PVC 1- 128.62' 143.34' 89.01' 89.00' 72.05' o ° - - -- -- I � z N N 01 '447" E 566.60' - -- - -- ---- - ---- ---. ;=-==- -- - - - -- � -- -- - -- " - -----. . --- - --- �-- --- -- ----- ---- ----- -r ---- --:---- -- - � � �!I ESSeQCAMINO DE - ORCHIDIA GRAPHIC w uj No.0043345 - A z 30 0 15 30 60 120 - °` EXP.06/30/04 * z `f' CIV1�. �P w i OFCA��EO 1 inoh �E30 ) ft. z fl 1 w DESIGN BY DRAWN BY CHECKED DY CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE MAS MAS Ms APPROVALS z 1 See syr 1,oecere CITY OF ENCINITAS HORIZ. & VERT. Q " HORIZONTAL : 1° = 30' PLANS PREPARED UNDER SUPERVISION OF OL = stirs.5, Co 7�ADO5Hr5. CONTROL PT. P2 FOUND P.K. NAIL IN RECOMMENDED APPROVED PROPERTY LINE & PRIVATE STORM DRAIN DATA FOR: 7005 - G v 9.25. AERIAL PANEL, REQUEZA ST. WEST OF DATE A5 BU/G7 I-5 BRIDGE, EL. = 174.36 R.C.E. NO. BY LOT 1 THRU 12 TM NO. 99-088 0• Q 30 07 AMSL VERTICAL : N/A BY ���iii--��� BY RODNEY D. BALLARD EXP. 6-30-04 DATE : /�_ 7/�� DATE 9 24167 CITY OF ENCINITAS SHEET 3 OF,% Z5 PLOTTED ON: 06/19/02 - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - -230_ _ - -- - - - - -230- - - - - - - - — — — — — — - - - — — -- — — — — - - - - - - - - - - Y20- - _ _ - - -- - - - - - - - - - -- - - - - 2 - - - - - - - - - - r -�250- 240- -- -------- P it TEMPORARY EROSION CONTROL AROUND CATCH BASINS. USE 1 it / (ONE) ROW GRAVELBAGS 2 'PAD OT -2 -0� (TWO) BAGS HIGH STAGGERED. FJFI� 1&. --A (TYP ALL CATCH BASINS) 0� 0 t 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 4 —8 LOT CQ TRENCH UPSLOPE FROM AND t I� \ 1 4 BY 4 IN (10 BY 10 CM) THE POSTS. PAD=247.5 1 Oil FF=248.0 4 1­1 p;, 1 4 () 1 ALONG THE LINE OF POSTS. z qz 260- J in 1!A7 — — — — — — — — — — A It ;rw. NN - - -- -/__._ -== ---I / " 4 IN (10 CM) P, 4 .... . . 3. ATTACH THE FILTER FABRIC TO . . . 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCA VA TED SOIL. 4 . INTO THE TRENCH. y -4 7 FILTER FABRIC TEMPOR RY EROSIO i� TEMP N CONTR -270- /e (ON-EyjROW GA VELB S t E IF 171--- 1 E - - - - - - - - - -- ) BAGS/RIG G E E�ql% LOT-6 Co Iff-9 El I F-1 I F;zzl I 1= 'I I_,=I I F=I I F-I 11-111=1 I 1=1 I 1=1 I I- PAD=267.7 IN CASE OF EMERGENCY 15K WORKS IS REQUIRED, CONTACT 4 71 i / TONY CASSOLATO PH No (858) 259-4626 _ _ -28( SILT FENCE DETAIL 4 80 28o- - - 1 17; . . . LZ 4 ♦ ii 4 Tatip TEMPORARY EROSION CONTROL 1 290- - 01 1 4 C6N - - - - X r (ONE) ROW GRAVELBAGS 'jTgaD CYATC 3INS,, USE 1 z l,(TWD)-_BAGS- H1qIH STAGGER ------ - - - - - - - - -2 )0- 1 3AGS 2 LOT 4 /(ONE)-SOW (TWO) BAGS I TAGbERED.-PAD=292.67 4 LO 2 T 0 (TYP ALL CA 13 ISINS T OT Np Lo 287 86 FF=287.25 17- PAD- 6. AD= I / I I P /'J =288.56 FF 2 . f GRAPHIC SCALE y /i N LOT LOT 5 30 0 15 30 60 120 t !PAD=295.67 i ! I PAD X89.58 FF=296.17 r FF=�290.08 IN FEET C) 3 1 inch 0 ft. L0 00 It 4 rn, 3 00- - .14 06Z b \v�F__ - 43C ap;= m % If 17 LLJ CZI1 T FFtJ(-%F ' LTI FENCE - - - - - - - - Ln Lo 0) -7------ - ----- -4- 4 ------------- �K ------ + 0 - - ---- _\ i I . - - - - - - - - - - - - -- - - - - - ESSI C) y DO 9p Z D. LLJ No.0043345 A Lli EXP.06/30/04 ST CIVIV glPOF _'d (D az DESIGN BY DRAWN BY CHECKED BY Cn REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE MAS MAS MIS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I Leee 6,qr /. .06(-erE SH7-6. 5,6 fl 7 5',400.5//r5. HORIZONTAL 1 1p=301 PLANS PREPARED UNDER SUPERVISION OF 2,1-0 2- RECOMMENDED APPROVED EROSION CONTROL PLAN FOR: 0 9-Eb. DATE O 40 BVIL7_ '7005 - G :D ?7 N/A R.C.E. NO. ; 043345 LOT 1 THRU 12 OF TM NO. 99-088 VERTICAL — BY BY -30-04 DATE DATE V) RODNEY D. BALLARD EXP. 06 CITY OF ENCINITAS SHEET 4 OF 2J � 16 0 PLOTTED ON: 06/19/02 0 4.5' 5.5 8.0' 9.5' 7.5' 300 0, a a 295.67TW �, a INDICATES LENGTH OF STRATAGRID (FRONT TO BACK) ° p s� s� . . . . . . . . . . N � � 6.5' w cV N OMM n co c6 ° Z N o n° N ± J N • N 290 - J mo w m n m 3 L �., Z + + N J co o co in - �� O • O x M N O _� _N O N = �. LL .�� L T _ CO O N a) + N p + p O O . r�L' ��wL� -5,2�-,1--` L.`..l_i • R7 c9�X m + 3 l S T Tt N o Ts N r 'J 281 67TW N o N o rn �"� + -� a , s r - F z`T _ '� 281.OTW 280 N O r �.-1 L 1 T.- i. Z. .:_',�•r; �.� fir.. . .��.-,.. ._ u • . _ .-,-.- - m � &' __L_S __a. ,_._ '1 w.�. '� L��.r� .r•� r•r�I.ai�1. ._"_ r.+�•-' JTV Ill -;_�i,i� �..- •.- -.a 1.4.,1..�__�-r,�.t.�..� .�-.,-T� -ter �......� _ M S� 5s'i<. T --•--r _ . ..-�_ _l'.i .:..r -r i-. -i _ _-_"_ -r - r r _ __.N _ __ _ _°.-rte-.' -_ __ r_'-t _ ___ _ __l_•_ _ - _ - �r�-:� �.T L1..1 <t ..._ ..�,._ "--L �. _!.__,. �_-L- .� 1 I_.. -.__. . ., _.u. .L_�. ti.�_ • , __ LT _ T i 1 ' r-' ,; _i r - _ Jr, _._ T m aJ + -rT- ".� -- J`•S�._ _._,_1-i _. �._. _ i_.. S 1.. _" r �--`S �. ..1:: _ _ 1 ..1-1L.-.-.��f._:'_'" i 7 _i '11` T O � _�. 7 - 270 m M 6 271.66BW N 272.33BW r 271.OBW 0+00 0+50 N o ^ + 1 +000 1 +50 2+00 2+50 3+00 N o + BOTTOM OF + WALL-A WALL AREA=3717 SQ.FT. w 6.0' INDICATES LENGTH OF STRATAGRID (F T TO BACK) 6.5' 5.0 4.0' 270 0' 5' 5.5' 4.5'270 - 290 a a � O Ste" Gf� N � �d Lr)~ x �/��S O 67 to 280.33TW + + N ^ ^� � rn O� - 260 ^ 0 ' o O c'x + 260 _ . . . . . . . . . .. . . . . . . . • . . . . . . . . . . - 80 . O J 2 N O I � • .._ .J , --,__-� LS_.--_. �_. 1_._ T _ .,-r.�_.r _L , � ".i_. .�L- ._..x. N :.,, - r ': _717 '� _ _. .�L ra �^r- �i- .t-.-!. _i . ._. ' Lam. �.:. rJ" -r j � -•---,-` , ---`� -: I .-.- • • . C/' Q �.-f r. .-7�.' i-��-!�-..1�Li..' __- - _...�.,._I_. _-''r _t _ __ _"`T'�.- =� '-�..: T _ - _C ,. r � , , :. _'.".s_ T �^1_ i �-•' _ `� , _:-. �i 1�T_ ','� _,'-Y7-r�.,+1-`+ a[•-•�'- '�•� -�"�-•-^_�-' 1..'T�� , „�"' �.-,�•r,..'� ..��.,--I-L•r J$I-,-T iy��-+Y-r-u� �•�•,_ ..-+,-Lr- ,-�-r�-'=:. �••r J - v . - 250 250 w Z � _ C7 251.83 FINISH GRADE ° 270.338W o ¢ 13.25 m GROU INE Z 3+00 LEVELING PAD M 3+50 WALL-A 4+00 o .�' 0+00 LING PAD BOTTOM OF 0+50 1 +00 1 +26 AREA=3717 SQ.FT. N x WALL WALL-C a AREA=902 SQ.FT. 4 II INDICATES LENGTH OF STRATAGRID : (FRONT TO BACK) 4.5' o- � v 5.0 5.5' N L=5.0 a 4.0' y 280 M ( � - _ ru� � } ?v w _ u � ��� J N + h N m + 27 .53T y5 - 9 ° _ _ ajJ d 2 _ I� I ,45 i4y�. 4..�L O} N 272.2TW of - g fti<( 4 - �~ °I i v ' A ac n B ' iz9zz r/ ?> N _ �, a 4 , 2 . . . . . . . . . . . . . . . . . . . . . li , Af L°. 2535F5v i if 270 _ ____ _._-.__ _ .1. _ _. ,_. y ._. _ __ ... __ _ • al. ll,� V,T7 a =I Ids.-. w mn Z m r � �'-...�•� �'-_., �...� �} �. _,�_.� �_ � �. .ice{.,_, �r a� ..�_ ._�_.�L... _. •_. x .I: I.„ i-'.. i..r.<. ..r._ _._'� o. r5 ! � ' .. 9 I �W m 270 i m 266.2BW F NISH GRADE I 260 �.� BOTTOM OF WALL-B - 260 ��t.�f �� I �� c: I ! 0+00 LEVEL INC PAD 0+50 1 +00 1 +50 � 'I 25A0 I - WALL AREA=940 SQ.FT. r 1 +63.50 I . I ' 7:1:0 27 1 , I t � 1� a � 287.TS J 7 - ' - ' I I4 1 Ii 1 247.5F5 + 57 5 W � RM S zi ll INDICATES LENGTH OF STRATAGRID pa= 5. 5.0, FRONT TO BACK 4.5' ' ;', ` T- . o °`a px .n # f A IL i, !� { i -,c*.s ,y ""� 2745F5 260 p Lo N \ I k \, ' i S A t 2 L„ p 260 5, f= M ;I n + N h + O + - 11 �ad 252 5TW O O X - IEy _.'� ` ., y,'�--- ;x - • -. - -t 1.. i_ I_ _ :" _. � � - i.. __ • • • • • • • • • • • • • • • • • ill - .#.�1,-�+ -__. _j �• � -�'� , �� �•�..-+ - y. ,. �.+..i J., _.;-;.l yt �l a.d�i�� _ ,�i T•r-`T'^,�'--L1•._- + ice.-L.��i- -J �_.1 250 . . �- y , � �� , _ . ,- r ._ _- - . � -._ _: � �--�- 250 - ..- � L_,__x. _�. .>_. !. �_.L_1 _J -.�_ __ �. _. �. -L�, 7_ -i_ .- ,', r -.Ij`G r'_ _ r • �'i- �,` �� .,p , l-.+°-._ _ __ z"r ..r_ 4 4 I ' �. Wei 7- 7,.. ,.. ,_ i � _� ._ ._ - -� ;` i •�,, -_� _' .....c =_ 'mss _ v c " 7 WS .. _....ra.. .. .. .. =" LINE_.. . . ... .. ,,.... .. >U' 245.83TW -w 240 - 9 O � I �� �t a�. y3Mi`�� rt'../.,� 22. W�£1S, '� i i._.. z•I \ 240 v e 1 / � 0+00 0+50 LEVELING PAD +SO g ALL M OF 1 +00 I +40.25 8 vY v s ,. t WALL-D AREA=865 SQ.FT. - r o . \ s.a r r, r �-.r r. f .A ,a \ i ,a s: w u g X i QR D ES S/ _A .�sz z , Of /q� 9 24J 3 y zzs t r i _ _ 55ew I F� 25251W PROFILE -_ - - z z o m - - w HORIZONTAL SCALE = 1"=10' NO.CO43s4s ^�.STM� a„z - - • EXP.06�30/04 * ai z VERTICAL SCALE = 1"= 10' �� CIVO- �� w qTf OF CA1 z DESIGN BY DRAWN ev CHECKED BY CITY O E E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE: PROFILE MAS MAS Ms APPROVALS 3EE 3-774 oee-er& z CITY OF ENCINITAS HORIZ. & VERT. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED O SXTS. 5,G�'� r ADD 3HT5. „ 9-Z5 CONTROL PT. P2 FOUND P.K. NAIL IN pg7E ; (p � U HORIZONTAL : 1" =10' H °Z AERIAL PANEL, REQUEZA ST. WEST OF PROFILE KEYSTONE WALL-TM NO. 99-088 7005 - G � I-5 BRIDGE, EL. = 174.36 VERTICAL ; 1" =io' R.C.E. N0. : 43345 F AMSL EXP. 6-30-04 BY : BY : - CITY OF ENCINITAS °=° `�rtY " z RODNEY D. BALLARD DATE' : _6�° DATE Q - 4 . t21 SHEET 5 OF 25 ° PLOTTED ON: 6/19/02 I +t x _ ! I � I 1'F ��a } a �. 44.Ta ( - 4 `/ / ,.•. _ 4 - -- "' _ 4442 + Q � 2 I ' � moo`♦ �� �,£gs 3 a 6 uz'ssz �1� �t INDICATES LENGTH OF STRATAGRID (FRONT TO BACK) 4.5' 6.0' f a � � 344 , �� 2935FS ,�. 4 l 2t I 45 4 0 0 �l (��4 I�� - J - 3. � �r , i � 1 FNS a W O r 270 , I r tf') O 1. �_ s I ff,' =.� I "� _J I _ - ---:L_° i4 4 /yam O (�l (�� (� c (T� 270 ,.L,�, sez��ae -s, , ,� la a� �� 1 t4 f�/40 (�//"l/• + o N "-^ �lJ (lJ ) V, vJ /1-i �/ !I��TI` f:r aS(y! 1 ,� _ I ryyl �7N -J.L_(L. _ �tTl. 4 {iq §tI VV l 263. 5TW c� \ cV NKl c- (9 ,2722 - CC N )? y T4•.. --:.� •ter _�..�. ... 4 ^1 31Yfiilid X254.0 Y f i '4: Mw:l I t,r, 2 260 r i - - , A « S, r - _ g Q !: 260�.___ 1ij E 1 '-T -. T'_`. 7.-...�.... _. ._1 •-_-_ _. _.._.L L_.__.S_._1..Z- - - t- J_ 1 __ _ _ ...J4 "•_.. -T-` `�-�__.__ -_ .o- �_� rL_,.T.i_ __.�-. _ T i S _y 1... __C _ t__ ._L. _ 24ZSF5 +5d z..,v .. ..:. .-^;. ,.. y. .•.: ,.•,. .a. ' r ,. _ ._, � J , - ..r �- ._- - ..-_ it 57.5iW Z- / � _ n• II[ __ rin - � � � 1 t' I g _ newt n 8 Jcq, 250 255.5BW �-. trws rrdu ea o 7.5F5 0+00 �. GROUND LINE - 250 1 GROUND- LINE BOTTOM OF WALL 1 +82.25 �� LEVELING PAD BOTTOM OF _ X WALL '. r �' y4 M 3 0 0+50 WALL 1 +00 1 +50 / a i 1 l j �'hy n 274.SF5 - AREA=1241 SQ.FT. .RM+ .- •'e,.! INfd V n. `l ql �- � i t + 225 '>_ - INDICATES LENGTH OF STRATAGRID (FRONT BACK) . f f ♦ `,�'" V 4.0 4.5 5.0 ' f f N ?G ro a 4 jl IIry 4 IC 6.0 5.0 4.5 4. 0 - o - II E r \ .. y f 2'. 3 7g,L 1 i it� F a -y' ♦ -'«ice.. x S oM 22 -'e 270 N I I J b O •Y• 1 270 L. LO Lo +� O ! ((� ni "')• Ov r O (� X •✓ $ ♦ ;♦ Ala °.. �' - F , ; t, -�. =1 N O I 264.5TW ��(�� V �O �Q��JQ� Oj - i �•A�. ,� �t3 ">y `, ,v f ti`� '�..X ��rr ___-.. __J v `, }.. i,i Ilc 1 CC cV o r _ Y r + J 7(z - g . T • C�/ .. ..-=- - : ' - ---:-�..��.. -..-' N CL (O - l°� <s;. �`a ♦� 'r Kira I. �1 - _. .y.. t _.. _: :y..,-i. _..� I i L� i'T .__".-_ -'-'- '-r ti .. :._ � - 1 Z .-;-__.:_ ; • • • • • I n. � - n"� 260 _ - - - - __ ___.T.. ._.�_ - - -' _ __,_,.... -:..r_;. , ._ 1_J_._ _! .. -` ,- c'- ''� /� ` . ro3k�y,� ,z:. it _ _ -S- -t 1' • • • i : i _i._1 : t.._ �. -- _ .:1 e 1 '- - 41 I E J L_ L, T �u= �g ti �! Z -.L 60 - -r--,._ a • .... 'I Z ", _ � . , _, a..,xs.ssw. . ., - �v an= � c� 0 256 5BW - ff� m � �. 1a - " P % II. � / � � s �` oy 3� <� �m u ! � £� l � t� li c i%W , GROUND LINE W=_ Yg " �� ,I $, h � .x k } w " ; Iil { a m co - 250 A- w t �� ,r � 4 250 O LEVELING PAD g; W �` �Cv \ _ �' +a , ' �� a Ill r[ a BOTTOM OF - , a �4 a ♦� i 0+50 ,___ ' P �� � ;I , 0+00 1 +00 WALL-F WA 1 + 1 +83 75 �a 252.5TW` i 1 AREA=1122 SQ.FT. 254. rx ��' 1I �I���� II �..♦ 7 -.. :V ,4:1!„ "v4t _,. _ tAi S'SP 3 3 ' ='r u� 4 -_ I U C• -, 24& 4 �.t Z N i ya .,b Cv „h '� S Fl 4 N Z •i F• 1 d i �zl � yl 0' ICATES LENGTH OF STRATAGRID (FRONT TO BACK) 270 5.0' 5. 5.0' - 4.5' AD Ln M� w 260 ` ` O O �' �• �' O O 258TW + cV c9 c� = cv�� Q) O O . . . . . . N . . LQY t _ 7 T � , i t 1 :�...,.___.., -,__ _.._:_. l _.:__.S -_. ._....' .. .^W;-J 1 L•.._ -. �T ��... -'- t - --2_.-.,_"_s r-+ . � .....j.. � "-_.' _ J i Y , 250 . . w O 248.67BW 250.67BW m Lo LC) 249.33BW O GROUND LINE + BOTTOM OF 740 C) O O LEVELING PAD WALL 0 0+ 0 0 1 +00 + 1 +50 WALL-G 2+00 2+50 3+00 0+00 � AREA=2021 SQ.FT. 4.0' 0' z ,\sue �� N - 270 C° co O ~o INDICATES L 6TH OF STRATAGRID 4.5' °� Ln N = 0' 4.5' 5.0' a (FRONT T ACK) a 260 d = 260 L�3y- - 260 viol A- + + %o O - -250 At ;mot - � . . :. .«,, J 250 Q - �. �' = 250 . . J QR -� ------- WA L G 3 PROFILE pfESS, r T -- - Q z AREA= d21 SQ.FT. o - ��?�' �l F'G Z Z - n f �zoa ro m CD n� u 246.50BW N Q = z W _- 240 HORIZONTAL SCALE = 1"=10' z N _ 3+00 3+38.25 VERTICAL SCALE = 1 = 10 m T - 240 w „ , No.0043345 z 240 W k GROUND LINE ci Z z EXP.06/30/04 W srgTFOFCA��F �\P 0 X00 WALL-H BOTTOM OF LEVELING PAD ° z AREA=646 SQ.FT. WALL 0+50 0+93.75 L Ld c� z_ REVISIONS APPR V/ED DATE REFERENCES DATE BENCH MARK SCALE: PROFILE DESIGN BY DRAwN BY CHECKED BY APPROVALS l SEE SHT 1. DELETE "1AS r�AS MS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. 6HT5. 5,G, � 7 ¢A DD CITY OF ENCINITAS HORIZ. & VERT. PLANS PREPARED UNDER SUPERVISION OF z •L/ OZ RECOMMENDED APPROVED O CONTROL PT. "P2" FOUND P.K. NAIL IN HORIZONTAL : 1" _ ,D' DATE : PROFILE KEYSTONE WALL-TM N0. 99-088 '7005 - G F_ SHTS. 9-96. AERIAL PANEL, REQUEZA ST. WEST OF z I-5 BRIDGE, EL. = 174.36 EXP. 43345 CITY OF ENCINITAS N VERTICAL 1° = 10' R.C.E. N0. : AMSL RODNEY D. BALLARD s-3o-oa DATE DATE d 1 ���� L1� SHEET 6 OF LJ� PLOTTED ON: 6/19/02 �r � ' L. I i 1 INDICATES LENGTH OF STRATAGRID (TYP) EXCEPT WHERE NOTED, BY NO. ® 9' 5.5 1 I 1 1 7.0' 1 1 1 1 7.5 10.5 11 TYP. 25 i.0 TW o�0 24 .33 TW o O 248.0 TW 4` 246.67 TW 1 1 1 I 1 1 1 1 1 i i I 15' 15.5' 15' X 248.67 TW a 247.33 TW 245. 3 TW o °x Ox °0 5 246.0 TW �, ° SG600 (TYP) 245.00 TW 250 244. TW - 2rJo . . x$� x�° SG200 Y kph 244.67 TW s` ox �� �� �°ti �`' o _ ox (T P) X _ $ _ X� - °� �X X co '� W r _ 4_ .,_�_T: L. _- _, >✓T� �..r_t-,-i _[_,.1_a L..,..:...,. , _ ,1-.y- :.. -:-_. • • • • • • • • • i 240 _. _ _L ' , - ! -• _---` ___ �____r � . __.,_ _.--t... _....-,-,. .__- L,� - . __ _. . it _ _ _. t _i � _-' i`? L_:_' �_s' 7 ! ' Q ____. _ . _ .-.. X X _ ! ._ ,S _1. _t_.-,- 1:__:_t 1-_ _.•__--r - . -_I_ __ .__.,,._._ ... ... t Z 244.67 BW ^ � o -;_c -�y =�.T.-�- . - 238.67 BW h - f __t._. 'i -C`_t. 230 C� GROUND LINE o �� o^ �� Z z _ - 7 ° '�� . .u. i_Z t t. i -'��• LT_r r _, [�'��iS_ _L > > L _,- , i - Z m LJ N L _ - CJ LO X �O .�h OI ,.,,.._,. � ` I-O 236.00 BW tx U, p�• Dc' � L'r7 � � � � L11 L s t C� LTA Od LO LO 00 co L-234.67 BW X �X x`' To° v - N - 220 ° + O o 0 0 232.00 BW 228.67 BW + U o + o 220 T" T O ° o � ^ �• ": 221 .33 BW O -_ + L() N N + X N CD N � I O � Q O o LO + o LO ti L� N ro + h O 222.00 BW = 9' 0+50 1 +00 ± + 1 +50 + ± 224.0 W N N N N 220.00 BW Xco' N N _ 210 I = 210 TYP. LEVELING PAD - � 220.67 BW 0+00 INDICATES LENGTH OF STRATAGRID (TYP) EXCEPT WHERE NOTED BY N0. ® 2+50 1 1 1 3+00 I I I I I I 1 I I I I 1 I I I I I I I I I 1 I I I i I 15 19.5 19 15.5 14 13.5 11 .5 6.5 13 9 --4 245.33 TW 246.00 TW N a' 2 0 TW n 250 X 245.33 TW 44.00 TW 243.33 TW 244.00 TW �`' A, w 244.67 TW 243.3 TW 244.67 T °� s 248.00TW �. x o° h SG600 (TYP 242.67 TW hX x'22s - 250 * ^� ti / 242.67 TW 246 6 TW �,. ��, 245 00 TW SG200 ( Y ) sX REP L L A X -' T - Z_. i y ,2 T T 1. • - �x 2.00 TW u. 240 - -S. -. ��J._-�_�`-�,��.r_ - -::._� _t_j_,r-�:--�..i-•- .v,_r�, i_.'i �:. __-,_.. ��,�-•-+_-_ .r _. - �_- _:..r�-�-._•,� .^ ?_s'. ZT ' �S ! i_U .i._ r-` _ _t_ S _ _) .. - __'�I=:_a_ -' 1 _I r , � i r , •-'-- _ __ _ __ :.�..�.� 7.._,�._ _ �.L1mL.y_ __�_ ___1� --�T' � _T`-i_ - � - t •C •-._ ,. '--, ---- -, -, i-+ , , T-!-: _ -_ _S_..L_�.i ._..� _. 1_--,. _i.-�_, '__ ._ ._L__L•--,-- LrL. -�4= -�-I-�•r-• - - 1-;_:L 7-`" .,.i__ 1__ ..y •1 • LJ - - S iTJ=t.-1, .5�:. Z .L'-S= _J s -_.ire_ __ -'T- = - �`=�--'--' -r=- - ..»_�. _ ST_L L L S T. ._r`T_._-_C-.-L_-=-•..-._t_-�:_7___� L T_.te�_r_-"`L_T _ S�Z! 'r•J__-.i,._' . 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THE TOP GEOGRID LAYER WILL O y D Bq m - _ -- r q F 'k�- fj 1 HAVE TO BE ROLLED BACK OR SPLICED O bi L3INi Ejlna ,,,--� i._ t•,... __ _ ,t .__- � to-------- _.-----M _ ,__lt- NlX' •° _ --� ;t-� ,1 c� ro IN THE APPROPRIATE STORM DRAIN AREA. y o 9 .. -_._- __ ': � .. '' 9 w rA o r ---------- '- _ :__ __ _ _----- --- '' - �` 9 SQ. FEET OF WALL: 10,135 (TO BE LOCATED IN FIELD) ° I. S kl 1. 1 f „ __ - ---- $m No C043345 v y _ �a7s ___-- - ERAL INFORMATION ICBO 4599 CAP UNIT (4" OR 8°) EXP.os/3o/oa A TION RATE 8% (MAXIMUM) WEIGHT 44 OR 881bs. (APPROXIMATELY) rl CIV1� �� `O £'acz /� --- - - - - T PLAN �` 3+70.50 g+00 4+� - 5+00 n COMP STRENGTH 3000 P.S.I. (APPROXIMATELY) SIZE 4" OR 8"lbs. (A PROXI HIS • L `N I S FOR RETAINING 9Tf \F0� rn _ _ _ -- +5 _ 0 SLUMP CONCRETE --- `�..__ 4 _. 1 00 FL 1+50 2+00 2 oTW 2+50 3+00 +33 2 5+18 BC -..a c��l COMPOST alos'sezj 248 23887BW 0+ I�uv3a of 446 -2-39-0. Zt6. 233.676W 24115 STANDA IT EXPOSED FACE 1/2 OR 1 SQUARE FOOT WALL PURPOSES ONLY rvlaTOS Lsz FL ;cua racaa 'xa PLAN VIEW 241.0 FL FL WEIGHT 95 lbs. (APPROXIMATELY) °° y adu 234.67BW SCALE: 1"=40' W� 1 24 SIZE 'HX18°X21.5"D PINS ICBO 45 9 9 LEGEND Fly 248. y1 TRIM UNITS AS 222 BW POST EXPOSED FACE ARE FOOT (8"X18") ALL UNIT TYPES 1/2"X5 1/4-HIGH STRENGTH ^ '�� 6-D REWIRED RED UNTIL L COMPAC UNIT PULTRUSION FIBERGLASS O 4° CAP UNIT 12' LS INSTALLED STANDARD ELEVATION TENSILE STRENGTH 110.000 psi v (2) - 4° P UNITS OR 8" STANDARD WEIGHT 85 Ibs. XIMATELY) TENSILE MODULUS 4x106 psi 1 - 8• UNITS e' X 8° BLOCK SIZE 8"HX18"WXt UNIT •. s'-o' ) FLEXURAL STRENGTH 128.000 psi STRATAGRID 200 -- BASE LEVELING PAD NOTES MINI CAP UNIT O 11•. P� POCKET � 0 EXPOSED FACE 1 SQUARE F00 18" FLEXURAL MODULUS 4X106 SPACING 2'-p• 1. THE LEVELING PAD IS TO BE CONST UCTED YBDTH: 18: ,.,. '� (OENTER�o GROUT SHORT BEAM SHEAR STRENGTH 6.400 psi N OF CRUSHED STONE OR 2,000 PSI xr°IOaTf 1e° or 4• O ' �' CENTER e• x s° BLOCK Y7•* SPECIFIC GRAVITY 1.89 psi STRATAGRID 300 - ° UNREINFORCED CONCRETE. •Wpg1T; µ UBS ALL KEYSTONE UNITS COMPLY AS GRADE "N" 2. THE BASE FOUNDATION IS TO BE ROVED APPROX. '. .`"'` BY THE SITE GEOTECHNICAL ENGINE R PRIOR °' O '.�'. O IN ACCORDANCE WITH THE 1994 UBC STANDARD 21- TO PLACEMENT OF THE LEVELING P d' �•�� _ STRATAGRID 500 STANDARD UNIT 8' X K • •••• GEOGRID IS TO BE PLACED ON LEVEL INSTALLATION FOOTNOTES' v 00 BACKFlLL AND EXTENDED PLAC OVER THE 18" O. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED STRATAGRID 600 WIDTH• 18' FIBERGLASS PINS. PLACE NEXT UNIT.aHEIGH: 21 TOP OF WALL STEPS O ROUE , .•.v.•.'. PULL GRID TAUGHT AND BACKFlLL. O HEIGHT' 8' �� -NO STAKE AS REQUIRED. STANDARD PLAN THE KEYSTONE UNITS SHALL BE PLACED WITH GRIDS LOCATED VERTICAL INSPECTIONS REQUIRED BY SECTION 108 OF THE UNIFORM BUILDING CODE. o •wEIaIT: g5 LBB SPACING SHOWN ON THE PROFILES AND EXTENDING BEHIND THE E DISTANCE SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY LENGTH CHANGE L=X.X'� " ROx) GRID & P/N CONNECAON STANDARD UNIT NO SCALE S SHOWN ON THE PROFILE. LIFTS OF BACKFILL SHALL BE LIMITED S 6" CRUSHED ROCK OR NO SCALE OF 8" AND SHALL BE PLACED AND COMPACTED TO THE ELEVATION OF T INSPECTOR. ZO 1 UNREINFORCED CONCRETE N ELEVATION b. CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK U LEVELING PAD GRID LAYER. INSTALLATION OF THE GRIDS, BLOCKS AND ROCK FILL IN THE S CABLE RAILING PER CALTRANS STANDARD SHOULD BE S COVERED IN THE "KEYNOTES CONSTRUCTION MANUAL S FURN UNLESS OTHERWISE SPECIFIED ON THE APPROVED PLANS. INDICATES END OF GRID W POST POCKET PLAN DETAIL 811-47 (BY OTHERS) BY KEYSTONE RETAINING WALL SYSTEMS, INC. SLOPE CUT UNIT FACE ODIFIED RSD D-75 c. SPECIAL INSPECTORS MUST BE CERTIFIED BY THE CITY OF ENCINITAS TO PERFORM NO SCALE TYPE B BROW THE REINFORCED WALL ZONE FILL SHALL HAVE A PHI ANGLE OF AT LEAST THE TYPES OF INSPECTIONS SPECIFIED. STANDARD UNITS �-s° CRUSHED ROCK OR m� ? -;,` LE RAILING PER CALTRANS STANDARD ODIFIED RSD D-75 R 35 DEGREES AND SHALL BE PLACED AT A RELATIVE COMPACTION OF 95%. UNREINFORCED CONCRETE DITCH (BY OTHERS) EPTIONS: 1. SOILS INSPECTIONS BY THE SOILS ENGINEER OF RECORD. LEVELING PAD ELEVATION PLAN DETAIL B11-47 BY OTHERS) TYPE B BROW M-31 PER SDRSD IN A THREE FOOT ZONE IMMEDIATELY BEHIND THE UNITS, COMPACTION SHALL BE BY Ld ( ) 2. WHEN WAIVED BY THE BUILDING OFFICIAL. p» » I- A N/T A VI W 7.5• 21" " STEP DITCH BY OTHERS) O$ 1 g" (BY OTHERS) WALK BEHIND VIBRATING COMPACTORS. THE VIBRATING COMPONENT SHALL NOT BE 8 & 4 CAP UNITS v� No I--I ( ) OPERATED CLOSER THAN 12 INCHES FROM THE REAR OF THE UNITS. THIS LAST d. IT IS T SPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR •DIMENSIONS & WEIGHT MAY VARY BY REGION �� - 16" o z OCEAN BLUFF WAY 12 INCHES SHALL BE COMPACTED USING THE ROLLING FUNCTION ONLY. THE AREA OR INSPE AGENCY AT LEST ONE WORKING DAY PRIOR TO PERFORMING ANY L ADHESIVE • WITHIN AND BETWEEN THE BLOCKS SHALL BE FILLED WITH 3/4" MAX CRUSHED ROCK. WORK THAT R ES SPECIAL INSPECTION. 1 aD THE ROCK AND THE BACKFILL SHALL BE SEPARATED BY THE USE OF FILTER FABRIC, COM PAC UNITS z S SHOWN ON THE WALL SECTION DRAWING. e. ALL WORK REQUIRI ' SPECIAL INSPECTION WHICH IS INSTALLED OR COVERED w �o 32r REINFORCED I `� SECTION�6� - 1 PINS FRONT HOLE ZONE �' WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR Q T)0 �� r / SPECIAL INSPECTION EXPOSURE. TOP OF WALL XXX.XX TW 3° OF SOIL FILL IS REQUIRED LEVELING PAD DETA/L 1 BETWEEN OVERLAPPING GEOGRID NO SCALE ADHESIVE REINFORC GRID TYPE AND [r FOR PROPER ANCHORAGE GRID LENGTH 1 ZONE GRID TYPE AND ELEVATION FROM 1 ��p4 INSPECTION IS REQUIRED FOR CONTROL OF COMPACTION IN THE REINFORCED Q \ FROM PROFILE 32� r Sp, PROFILE Qo ZONE AND THE PLACEMENT OF THE FACING UNITS AND GEOGRID. MATERIALS BOTTOM OF WALL XXX.XX BW w F GRID LENGTH 1. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION Z_ EXIST.NS FRONT MAY/ FROM PRO FILE I �FlLTE FABRIC MUST BE COMPLETED AND SUBMITTED TO FIELD INSPECTION DIVISION. FACING 1, MATERIAL SHALL TYPE 1. COVERED 211 ICBO 4 WITHR28 DAYATED LEVELING PAD > � NOTE: COMPRESSION OF 3,000 PSI AND MAXIMUM WATER ABSORPTION OF 8%. UNITS SHALL r FILTER FABRIC VPS��ES t� ` \\t��\ I O (NP) BE STANDARD, COMPAC AND CAP UNITS S SHOWN ON THE PROFILE, COLOR GRAY. /// \� •:�::�«�,: I 0 SPECIAL INSPECTION REQUIREMENTS (KEYSTONE RETAINING WALL) IN ADDITION TO THE REGULAR INSPECTIONS. THE TOP UNITS SHALL BE 4" AND 8" CAP UNITS AND COMPAC UNITS AS SHOWN ON THE POST POCKET LOCATION 36" X 6" 10' FOLLOWING ITEMS WILL REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1701 OF THE UNIFORM WALL SECTION AND SHALL BE PLACED USING AN APPROVED CONSTRUCTION ADHESIVE, U LEVELING PAD TYP, BUILDING CODE. ON ONE SIDE ONLY OF THE LOWER UNIT, IN ADDITION TO THE PINS. Z (3/4" MAX ROCK) SLOPE BOTTOM 0 4" SCHEDULE 40 PERFORATED 7.) STRUCTURAL MASONRY (ICBO / 4599) GEOGRID, S SHOWN, SHALL BE STRATA 200, 300, 500 AND 600 S SHOWN ON THE MINIMUM WALL RADIUS: 1% TO DRAIN PIPE SURROUNDED BY 1CF/FT 13.1) THE SITE SOILS ENGINEER SHALL VERIFY THAT THE SOILS CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH PROFILE. Z INSIDE CURVE: 4.0' (AT BOTTOM OF ALL) THE SOILS INVESTIGATION REPORT. OUTSIDE CURVE: 4.0' (AT TOP OF WALL 4" SCHEDULE 40 PERFORATED 3/4" GRAVEL WRAPPED IN FILTER Ld 36 X PIPE SURROUNDED BY 1 CF FT LEVELING PAD 13.2) THE SITE SOILS ENGINEER SHALL VERIFY THAT THE BASE. GEOGRID AND KEYSTONE UNITS ARE ADEQUATELY FILTER FABRIC, USED BEHIND THE UNITS TO CONFINE THE ROCK FILL AND ENCLOSE w 3/4" GRAVEL WRAPPED IN FILTER FABRIC. SLOPE ® 1% MINIMUM INSTALLED AS SHOWN ON THE WALL SECTION AT THE HEIGHTS SHOWN ON THE PROFILE. THE DRAIN, SHALL BE ADS 4420TS OR APPROVED EQUAL. Z NOTE: FABRIC. SLOPE ® 1% MINIMUM (3/4" MAX ROCK) TO PROTECTED OUTLET. 13.3) THE SITE SOILS ENGINEER SHALL PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL, RELATIVE PERFORATED & AON-PERFORATED DRAINS SHALL BE 4"b SUB DRAINAGE SYSTEM CONTRACTOR TO USE FRONT PIN HOLES W 1. CHECK WITH MANUFACTURER SPECIFICATIONS TO PROTECTED OUTLET. Z ON CORRECT DIRECTION OF ORIENTATION FOR DENSITY, BEARING VALUES. SHALL BE PVC SDR35 PIPE OR AS NOTED ON PLANS. GEOGRID TO OBTAIN PROPER STRENGTH. TYPICAL SECTION 15) SPECIAL CASES (DESCRIBE) GEOGRID INSTALLATION OF KEYSTONE UNITS & PLACEMENT OF GECORID. TYPICAL SECTION (TOG U/ /NSTA[LA770N ON CURVES 16B) THE SITE SOILS ENGINEER SHALL VISUALLY INSPECT THE ANGLE OF THE FACE Of THE WALL FOR SUBSTANTWL R6-SCIQE CONFORMANCE WITH THE WALL SECTION. U NOT TO SCALE NO SCALE z DESIGN BY DRAWN BY CHECKED BY CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE: PROFILE APPROVALS MAS MAS MS ( ,gEE 9HT /, DELETE CITY OF ENCINITAS HORIZ. & VERT. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED O $HIS. 5,G 7 e'AOD HORIZONTAL : 1" = 10' SHT�5, 0-Q5 CONTROL PT. P2 FOUND P.K. NAIL IN DAB : 6-L/-oL PROFILE KEYSTONE WALL-TM NO. 99-088 7005 - G(4 AERIAL PANEL, REQUEZA ST. WEST OF (,n � I-5 BRIDGE, EL. = 174.36 VERTICAL ; 1• = 10' R.C.E. NO. : 43345 BY : BY : y,•/ CITY OF ENCINITAS °� AMSL RODNEY D. BALLARD EXP. 6-30-04 DATE Vol DATE © SHEET 7 OF 25 ° U PLOTTED ON: 6/19/02 � � STORMWATER TREATMENT LEGEND +# aC'♦•a=rtF++ TURF GRASS SWALE (5' WIDE MINIMUM) 1 { ry't rva,�5 \� ` DRAINAGE DITC H (24" WIDE MINIM UM) > '•.:.:- ,.°:};�',,: . -,." ' I. - - - - + LANDSCAPED AREA r F �Lr ..r;i e. , .. .. , . . f_ ... .. . .. . .. ... . . .. .. . f. �'i •' .. , - 3 s�r•-'%i-t-.,�" r` ,_".b. . t ' k. -.-..:x->-n.. _ . .... ...:.... > . . ..- _. . ,..: -..r !: f .. ,, _,�.,-,.:: ,°• a , °w+:-r-a'-s-:. ..'-,,t•',_" ,y:..,y--:��-'�:..Sc .y�-:'ls',�^a-:.'°ir-' - .µ-,1-V:'..:>-t-:_f'•' .....::.. .:.. s r r:..9•°°-- ,yi...�a..::t..<-;+;Via-. dq'. . :: ,. .Jr P-t+.�-^ `..F. :'Y•xi;,? .'.'r. 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ED WITHOUT B L F •, - , ,, �, _ _ n _ -�U F AREA TO BE PRIVATELY MAINTAINED AND NOT MODIFIED y J, '%' t f +: y •x = _ + OBTAINING A PERMIT FROM THE CITY OF ENCINITAS. i YY 5 a L 5 1 t. t� + ♦ 1'` o � F t (+ � t°J,(3 + + \, y fl �: '## ,+y4y++#♦+ +a., a.' 11 ' '-x ,1 ' :tr-..t �3-`�.a. �, .r=•i •` '•.c �x Y 1l1rX'n-x+x x x> '�'{: t: % Y�� Y ,•n ji' � :;. \ .. u\} - t p ^. � i +�f # r :. : !'`�.•f C'r...iYn. ., % X % X Y % % % X % X - iv.•d:i X Y 4 , � Y .y, ♦ :: __ -- �° .: /• _ #♦y# `': x x - :2.v..p + :. :;:. `:v~ % ,. 24 MIN is :... 5. 4 + ..a.'.-. •t ..., .. ,t. ;; v .�j y ..,,.. r. �_� '% xz `'Ti' Y % R`I :i r. ,: :.r:.a ;.+..s.r`Y' � .._` � .. -:' '>.�.'�.�;.,•;.<•,.:...a .. .. - -i.'i l': :.tE,'° :f. ..:r„..: �. y, .. ' ^ + r i:J4'a S Y X %% X% x% #t;:.. Nn d, = •'',;,' '%x�X• % _ r t,y(,:�{1:.\.l ROCK LNED OPTI NIT ON GRASS OR TURF OPTION LINING(4 I N.) OVER GEOTEXTILE , . •..ttn,..:.+..`:.;vz,'s' .;+++#•r';'..:. 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' -. ._ ;•.: ,: + < _ I + + +., + + + ♦ ♦ + + # ♦ + # + ♦ + +`+♦+'++#�',+++a# NOTE S •, ,. .t•.,i r 4 \ ,.° .• � + -.,., ' • .` ♦ :- ` ;,%:'�> \`r ,: .;' .:' # + + + + + # + ♦ + ♦ + ,q I °.�I, 7. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL ^,r' + + + .1'F.i r:t .;.-r: ,::,a>.: ".',.`z ♦ 'q?f a ... ,:y . .'', -. , ,,. + ♦ .,::•: :, n ry yp-.;;•', : -, is .: � . .:° - ' ' ��'� # ♦ t - _ '".•;+;'.•'�_? - ! ii. 2. FOR ROCK-LINED OPTION INSTALL GEOTEX WOVEN .: alt`. : i + .:(:• •i.' y .,n 1 :. .. 4 + i - + . !' ♦ + +.''�+aw ....� _ '.:>:?a'.tf il.r.: :..+., a ''.. . >- ,.. ;: s: ♦ ,•.: ,-.,.• ?.. ., . - °t ° ^>; _ �, -, - . ,��.,_'� ! MONOFILAMENT GEOTEXTILE Na 117E OR EQUAL tt + + G :} ta. �.it.- .,2 r.•D' \ + 4 4 'F 7. - �._,_- pi 4 Y+�-. 3. FOR GRASS TURF P INSTALL LANDLOCK SS R RF OP ON, I - 1 p .t �y{ •-. �' }� > # t:° + + i' :'-... U°li TRM 450 TURF REINFORCEMENT MAT +.,fr Y;.T°�.•:.=:j.,c. 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