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2001-6999 G (Plans) WORK TO BE DONE GRADING SOILS ENGINEER'S CERTIFICATE LEGEND - Proposed Improvements A. GENERAL C. GRADING 1. ALL WORK SHALL-ff DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND ARE SYMBOL STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE FOUND TO BE IN GENERAL CONFORMANCE NTH THE RECOMMENDATIONVS ITEM SM. DWG. CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILL.S AND PRESENTED IN THE REPORT OF GEOTECHNICAL INVESTIGATION PREPARE FOR BR AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED THIS PROJECT. E C'Fp THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WALL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON T W IC) r.'LIT SLOPE (2:1 MAX.) , , .. , REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS / 1 41 t FILL MAX.) , •,,....... � .. ; 7 � AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS ..... • """ "• "' •' • "' • "" ' 2. THE SOUS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN DENNI E. ZIMMERMAN VINCENT W. GABY EX 03 C M IF�ED PARCEL BOUNDARY PREPARED BY WESTERN SOIL ac ENGINEER DATED 9 -11 -91 ac ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS C 26676, GE 928, EXPIRES 3/31 /04 CEG 1755, EXPIRES 7/31 /0 * ENt3INEERINO * " " " " " " " " " " " " " " " " " " " " " " " " ' ' - - - - - UPDATED LETTER DATED 19- -01 SHALL BE CONSIDERED AS A PART OF AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE GEOLOGIST THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH LIMITS Of GRADING & CUT/FILL LINE' " " " " " " " " " " " " " "' ' THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO e ' CAL' WESTERN SOILS do FOUNDATION ENGINEERING EXISTING CONTOUR 90 PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL- " " " " " " " " " " " " " " " " " " " "' 423 HALE AVENUE �. 7 rt ," 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR LOCATION AND TYPE OF DRAINAGE FACILITIES, ESCONDIDO, CA 92029 �< . `•� FINISH CONTOUR 90 NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO r, }..z p_. •••••••••••••• "'••'•••••••••••'•'•••"'•"""""" (760) 746 -3553 L . _ WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS JOB No.: 91_39 :., } is FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN t,c, ,_ -�-�' s DRAINAGE SWALE (1.5X WIN) ......... GRASS-LINED ............... __� PLANS. INSTALLED. . r,ti.;{ P .1 �� A.C,. BERM (TYPE "A' ................ G-5_ ........................ 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF - SITE GRADING. 3. ALL AREAS M BE FILLED SHALL BE PREPARED TO BE FILLED - AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL - `` C ''' 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO .:= ` DRAINAGE DITCH ................. DETNL SHEET �................. C=> C � PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. A.C. PAVEMENT ................ . . �....... ............................... X X X }� EXISTING PRIOR TO GRADING. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH fi" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. T SHALL BE THE O.G. TRAIL _ • ' • 6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH- CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AN I COMPACT THE DECLARATION OF RESPONSIBLE CHARGE MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SEWER LATERAL ..... . .. . ... . . . ......... S- 13/5 -14.. , , , , , , , , , .. , . , ... S REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE WATER SERVICE ....... _ _ . TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES PROJECT AS DEFINED IN SECTION 6703 OF the BUSINESS AND PROFESSIONS " " " " " " " " " " " " " " " " " " " " "" " ' W DEVICES, INCLUDING SHORING, AND SHAH BE RESPONSIBLE FOR CONFORMING OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED CODE, AND THAT THE DESIGN IS CONSISTENT With CURRENT STANDARDS. M1 TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY FIRE HYDRANT . . . cc . . ... . . . .........M- 19......... , ........... . AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS FOR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RIP -RAP DISSIPATOR .. . . . . . . . . . . ... . ... D -4O. , , . , , . , . , , , . , , , ...... 8. GRADING O � HUMAN OCCUPANCY SHALL N EQUIPMENT OPERATING WN1'I• N ONE -HALF (1/2) MILE OT BE CONDUCTED BETWEEN GIN:' SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES RELIEVE ME, AS ENGINEER OF WORK, MY RESPONSIBILITIES FOR PROJECT A STRUCTURE SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. DESIGN. Qa °F E ss, NO PARKING FIRE LANE SIGN ...... , , , . R26-F, , , , , , , , • . • , , , . , .. , , , , THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS � AND CITY RECOGNIZED HOLIDAYS 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL E. SANDBAGS ........................ ...... ............................... ��� � � BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE LOGAN ENGINEERING y 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING CONTRACTOR SO AS To LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A 132 N. EL CAMINO AL, SUITE N v SILT FENCE . . ............................. ............................... X X HAS BEEN HELD ON -SITE NTH THE FOLLOWING PEOPLE PRESENT: NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL ENCINITAS, CA. 024 . 3� CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER (760) 510 -315 * � 12/31 AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. s � civiv �! CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 4 of ci%0 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D. LANDSCAPING SIGNED: DATE: �Z PROPOSED CONSTRUCTION SITE WTHIN THIS PROJECT THE DEVELOPER SHALL DOUGLAS E. GAN SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE RCE No.: 39726 EXP. DATE 12131/05 AND REQUIREMENT'S THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND Z HAULING OPERATION. IRRIGATION STANDARDS. J 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES N e w BUT PRIOR To FINAL GRADING APPROVAL AND /OZ FINAL RELEASE OF SECURITY, PRIOR TO OCTOBER 1 IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED W 25' OF A.C. 2 BENCH AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE- RADING BETWEEN OCTOBER i AND APRIL 15 OWNERS CERTIFICATE PAVEMENT w I< W IV EA 014 UNDER PERMIT NO. HAS BEEN PERFORMED IN SUBSTANTIAL 6" BERM ASIDE Aq'F 5196 CONFORMANCE WITH THE APPROVED GRADING PLAN CND AS SHOWN ON THE ` t ATTACHED AS-GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E_ EROSION CONTROL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST Z ,�. EXIST. GROUND OAIE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING HAS BEEN OR WILL 8E RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY � I r t AND ADVISE ON OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GENE SAPPER AT THE COMPACTION AND STABILITY OF THE SIZE. �I (619) 465 -7222. � e� 04 N 0 R. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE SIGNED: DATE: _ Z • Z / EMOVE & /or CONSTRUCT N AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY A.C. BERM ! ADDITIONAL A.C. PAVEMENT Cr) 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO GENE SA R Q 1 _ 3 S MOWN. MIN. 3" A.C. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS ,L c OVER 4" CL II A.B. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO IMMINENT. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE J A C K I E LANE SECTION CONTRACTOR IS REQUIRED To TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED NTH OUT THE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR. NO SCALE SITE. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO CONTACT THE 12f ou&L Az 7 p� FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO put£ ;q'I ��•� lt• ;I-0 �j EXCAVA FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH Z NOTIFICATION OF COMMENCEMENT OF WORK. RUN -OFF PRODUCING RAINFALL. OWNER & PERMITTEE: w 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL A. SEWERS - (760) 633 -2780 - CARDIFF SANITATION DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED 147-H ST GENE SAPPER ° Z GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. do _ 13 TH ST �' SITE P.O. BOX 1069 2' B. GAS ELECTRIC - {800) 227 -2600 - SDGdcE. u ­j 2 SPRING VALLEY, CA. 91979 6. THE CONTRACTS SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY j (619) 465 -7222 �Q 5 ( MIN. ) 8!!fER C. WATER - (760) 753 -6466 - O.M.W.D. PRECAUTIONS TO PREVENT PUBUC TRESPASS CNNTO AREAS WHEN IMPOUNDED Cq<<E IT - �„ I f' CAI WATERS CREATE A HAZARDOUS CONDITION. C,4 S,gNT = 5D 8 24' A.C. PAVEMENT AMIN D. TELEPHONE - (800) 227 - 2600 - PACIFIC BELL 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN TgC�tiq C DEL 0 �� PAD PER PLAN D.G. TRAIL EXIST. LONE JACK -° E. CABLE-IV _ (800) 227 -2600 - DANIELS CAM. SHALL BE INCORPORATED HEREON RANCHO ,- ?•, SITE LOCATION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE T h' ST �o C RI DGE << 2x Z O 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. �W ROAD APN: 264 - 1 52 - Z PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. �Q 2 W N 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT W 2 CON o W < 0 3. THE CONTRACTOR SMALL GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY �Q £ JA VACANT LOT ON WEST SIDE INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL o Rp OF SECOND MAIN CURVE ALONG Z U BENEFIT OF INSPEC WILL BE SUBJECT TO REJECTION AND BE REMOVED AFTER EACH RAINFALL. ENC �i qo LONE JACK ROAD LONE JACK ROAM CROSS - SECTION Z w c :, REMOVAL Q W 10. SHOULD GERMINATION OF HYDROSEEDE _j Z D SLOPES FAIL TO PROVIDE �� VICINITY MAP NO SCALE in EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO Q I NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW T.B. PG. 1148 -A5 C4 0 INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND NOT TO SCALE LEGAL DESCRIPTION: SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF -� ENVIRONMENTAL DAT CONSERVATION. PORTION OF LOT 18 PER MAP No. 848 • • 1) STEEPEST EXISTING NATURAL SLOPE -i -SITE 40R P NAME: Sapper- GT.dwq LO < * EARTHWOR PLOT DATE: 02 -01 -02 Q 2) MAXIMUM VERTICAL DEPTH OF CUT = e.0' z • Civil Engineering , 3) MAXIMUM VERTICAL DEPTH OF FILL = 6.0' CUT - jQDD_ C.Y. FILL - 2000 t C.Y. EXPORT - ]QOO t C.Y. • Land Planning OLNENHAIN MIAL WATT DISTRICT ENCNTAS FIRE DEPARTMENT CO�RMINTY SERVICES 4 AVERAGE DEPTH OF CUT - 3000 X 27 + 23,400 - 3.5' : Structural , • 7' * £�RTH;faW OUANTITI£S ARE CALCULATED ON A THEORETICAL BASIS AND Surveying W 5) AVERAGE DEPTH OF FILL + 2000 X 27 14,750 = 3 ARE' UTILIZED FOR P£RM/T AND £NVIRONAOLeNTAL PURPOSES ONLY ACTUAL W Uj !X/AN11T/ES MAY VARY DUE TO UNFORESEEN LOSSES SHRINKAGE AND/bR .Z - 132 N. El Camino Real, Suite N Encinitas, CA 92024 z W Z SHELLING FACTORS. 3 0� - 2 - QZ. . •1.1 ? - OZ Phone 760 510 - 3152 Fax 760 - 510 - 3153 - Z P hOJED BY DATE APPROVElb B DATE APPROVED EY DATE z C) _ REVISIONS APPROVED DATE REFERENCES DATE BNCH MARK = SCALE 00RANll1 M [)EVE _0FWENT nF1 Q C APPROVALS CITY OF ENCINMAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. LLJ Q Q- OC -0073 CHIS. SO. TOP OF HEADWALL W/ P PREP RED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING & EROSION CONTROL PLAN FOR: • CA FLU I. POS A a A cn vA A F STEEL FN PST - SW CDR. INT. OF EL CAMiN AS Q v %�-1 DEL NOR1E AND RANCHO SANTA FE ROAD. 23' HORIZONTAL N/A DATE: Z� Z BY: 8Y: 01 A WEST of RANCHO SANTA FE AND 60' SOUTH R.C.E. NO. 93 726 THE SAPPER PARCEL MAP 6999 4/ 1 I o L D oZ OF EL CAMINO DEL NORTE CENTERLINES. N / A �' �'� �Z pA�; GINEER DATE: CITY OF ENCINITAS TPM 99 -1 fit EL =119.476 DATUM: U.S.C. do G.S. VERTICAL APPR VEO BY GATE DOUG E LAS E. LOGAN EXP. 12 -31 -05 SHEET 1 OF 3 RECREATIONAL TRAIL O�LIA A - NOTES: r�ev� ExtsT ,'P. !-P > TI. 1. BRUSH, ROCKS, DEBRIS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM 1. CONTRACTOR TO INSTALL 2 - WATER SERVICES and uAgm-tier Wow ( If.c e. 47(1, OH TRAIL TRAIL SURFACE SHALL BE NATIVE SOIL OR DECOMPOSED GRANITE AS 1 - FiRE HYDRANT ASSEMBLY OFF EXISTING 27" � APPROVED BY THE CITY INSPECTOR. STEEL PIPE PER DETAILS THIS SHEET. �o fok5too �I pi l A LEGEND: WORK TO BE DONE 2. MAXIMUM CUT SLOPE IS 2:1. MAXIMUM FILL SLOPE IS 2:1. 2. CONTRACTOR TO CONTACT OMWD O 760 - 753 -6466 041v ���� �� - �� T L41 TRANSI110N TO 3. VERTICAL GRADE OF TRAIL SHALL NOT EXCEED 20%. OO'(N 1tt�rasl'PLO� O1 INSTALL 3-FOOT ORANGE CONSTRUCTION TO ARRANGE FOR PRE - CONSTRUCTION MEETING EXIST. PAVEMENT 4. CROSS SECTION OF TRAIL SHALL NOT BE LESS THAN 1 X OF GREATER THAN 5%. PRIOR TO COMMENCEMENT OF WORK. FENCE ALONG STEEP SLOPE PRESERVATION 5. VERTICAL CLEARANCE OF 12' SHALL BE MAINTAINED AT ALL POINTS. 00 00< EASEMENT PRIOR TO CONSTRUCTION. 6. PROVIDE WATER BARS ON TRAILS WITH GRADES OF 7% OR GREATER. THE 3 .Q�� �� � � �� S (� O REMOVE EXISTING A.C. PAVEMENT IF MINIMUM SPACING SHALL BE ONE WATER BAR FOR EVERY 5 RISE. 5Z•1 b o- 5 NECESSARY & WIDEN JACKIE LANE TO 24 . 7. TRAIL DARKER: CARSONITE CiB - 380 BROWN 66 TO BE INSTALLED PER 1 �( �� J� a0 1 � OVER N SH EE T No. 1. MIN. 3" MANUFACTURERS SPECIFICATIONS. / a AVAILABLE FROM: CARSON111= Q �' t 1 t , _ t . 1301 HOT SPRINGS ROAD �►' ` �a► 4 ' �,. 3' �'s 6 - Y'��� CARSON CITY, NEVADA 89706 4 ° Et4� SLOE d 0/ 1 - 800 - 648 - 7974 Q ���oQ 9�'�0 SLO 4 CONSTRUCT DRAINAGE DITCH PER DETAIL MI _ NOR Fl LL E O *IM SHEET.3 . SEE SHEET 3 FOR PROPERTY �,pR. °�� 2 O 2:1 MAX. . BOUNDARY do EASEMENT DATA. �►� GENERAL IMPROVEMENT NOTES i .� 0 THICK No DR AINA GE RAP. INS � 1. A PERMIT SHALL BE OBTAINED FORM THE ENCINITAS ENGINEERING SERVICES NOT SHOWN ON THIS SHEET �;d� ©nQ� UNDERGROUND 2) 3" PVC PIPES IN RIP RAP THROUGH DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT - OF - WAY. FOR CLARITY' � `(� �„�,p +�0,3 T� , _ - T H � A.C. BERM FOR LOW FLOW 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS �r ���"' -,( `_ PUBUC ROAD STANDARDS. R -VALUE TESTS SHALL BE REQUIRED PRIOR TO 5 6 " OdD �' SL OPES PER CONSTRUCTI (PUBLIC) .1 � �� �•sk� � � © � �t� W P 'f� �4 NOTES, SHEET 3. 3. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE W" CITY OF ENCINITAS Ar' �` 7 INSTALL SAMMAGS and/or SILT FENCING STANDARDS. R -VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. Z �,� 4 AT TOE OF ALL FILL SLOPES, PER DETAILS. (PRIVATE) k / = r SHEET 4. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE �h ,� P / RICE 2 1 � c ID APPROVAL OF A CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. L �.1T> �} Z I 0 1 O CONSTRUCT s-FOO TRAIL WITH D.G. 5. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE / / •P,C,t 6QILLt0*f j ; SURFACE, ALONG WITH D.G. STABILIZER. ' CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, / o 6 CURB, CROSS GUTTER AND PAVING. ,�`ti Tn' DRAT �(� p0(wTf 0,0 W O CoNsm CT HEAVY BRUSHED P.C.C. or 1 6. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN SANDBA N STAMPED ASPHALT TRAIL CROSSING. ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. R C TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES F I H e 1 T EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS Z REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING (3 a 2 1 - FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT PAD 9.0 1 SHOWN ON THESE PLANS. 5' _ 1 11 MSTALL 1" W ATER SERVICE PER OMWD 7. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE - 4 E SAGJi 1 T P-&-Al STANDARDS, SEE DETAIL THIS SHEET. OR TO ONSTRUCiION OF ONEW WORNFIRMED Y CONTRACTOR WILL MAKE ( EXPLORATORY G I ( ' ' • Q fe:C •'R , 12 INSTALL SEVYER LATERAL PER 5-13 or 5 -14. EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY 4 �,� / 0 L. AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NEW METERS C E L / 2 S 13 M ARKER PER M� F 19. SEE DET. THIS SHEET. NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 8. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY n Q Q i 14 INSTALL "NO PARKING FiRE LANE" SIGNS PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE i I " r , a G / ALONG JACKIE LANE PER R26 - TOTAL HIS /HER WORK WITH COMPANY REPRESENTATIVES. i OF THREE ON EAST SIDE and T1N0 ON NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THiS PROJECT ARE © WEST SIDE, EVENLY SPACED. UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL L! �p p CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN , . ... ... _ DIEGO GAS AND ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133. 00 00F 9. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR �ES REGRADE 2 4 80 COMPANY ` ✓ REPR NTATIV. AND SHALL COORDINATE HIS /HER WORK WITH COMPANY EXISTING 7" TO DRAT WATERMAI ? N �P.p OF EXIST. NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE �� Q� !�� ti A.C. PAVEMENT "UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES AND V► R SERVICE INSTALL ION GIR - k Q/ �- - . APPURTENANCES CONTACT PACIFIC BELL. � �, LEGEND EXiSTiFtG awPROVEMENTS B or TELEPHONE: (800) 422 -4133 � •) V 4 7 / OA PAVED STREET 10. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY N O B PAVED DRIVEWAY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE ! n 2 COST OF RELOCATIONS, IF NEEDED. , L� a f% UNDERGROUND V © 6o A.C. '. DIKE 11. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 1 EXISTING 27" 3 CAUTION* '. I TELEPHONE BETWEEN OD SEW R MANHOLE (I.Em76.40) 0 INSTALLATIONS*. FOR LOCATION OF CABLES AND APPURTENANCES CONTACT WATERMAIN CURB dt SLOPE tV (800) 422 -4133. SANDBAGS f ��f ' 0 WATER METER BOX 0 METAL GUARD POST 12. POWER SOURCES AND RUNS SERVING STREETLIGHTS SHALL BE SHOWN ON THE F "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED R . r = © UTILTiY JUNCTION RISER BOX WITHIN THE DEDICATED RiGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO t, �- J - - - - Q THE CITY OF ENCINITAS. (PUBLIC) • '- .�. - �- . B MAIL BOXES - -- OHL 13. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE .. • _ Y _�__....__ _.. PAPER BOX (REMOVED) L OUTSIDE THE AREAS TO BE PAVED. b -�/ oHl R 9 N 0 TELEPHONE JUNCTION RISER BOX H 14. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMA11ON ONLY. 04 �. OK WATERLINE LOCATION MARKED V CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR 2 Z RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE I ' .W .D � -- U © CABLE MARKER POST W PRIVATE IMPROVEMENTS. (IF APPLICABLE) 'o / O.M. 6kSEMEN )W T - _ -... -� E 27" STEEL WATERLINE PER � PIPELINE 78/yC REPLACEMENT �0 � STREET SIGN 15. ALL LUMINARIES SHALL PROVIDE TRUE 90- DEGREE CUTOFF, AND ALLOW NO 4 0 3 N F LIIrES ESCAPE OF LIGHT ABOVE THE HORIZONTAL. ((PUBLIC) 6" 264- 152 -22 °' r �ST_ r � .� UTILITY POLF OVERHE Z 16. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES 6" PVC CL.200 TO 6 PVC EXIST " @ ELECTiC CONDUT/bOX ON POST DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 FIRE HYDRANT ABANDONED 24 STEEL O CONCRETE BLOCK PLANTER (REMOVED) OF NOTICE FOR SUCH A MEETING. PHONE NUMBER: 633 -2770. ASSEMBLY ` WATER LINE I . ® 17. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR P.N. 264 -152 -2 3" +- A.C. ~C. ROLLOVER WE R SEWER CLEANOUTS BENCHMARK THAT IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED R,6pAuNE 00�' �p, • -Af AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. # � �,��- �;'fuJr� NOTE: s WOOD RAIL FENCE EXISTING IMPROVEMENTS M _ _ 18. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND Q, � + �. C. �. SFIL LL* 'r7 BE PROTECTED IN PLACE PROPE ' WATER SERVICE BY CHISELING THE LETTERS "S AND "W" RESPECTIVELY, 2 HIGH FIRE HYDRANT INSTALLATION A �( op ffm UNLESS PROTECTED OHS _ OVERHEAD UTILITY LINES � INTO THE FACE OF THE CURB. �Q - f vI1 OTH ERWISE INDICATED 19. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND Z LOCATION APPROVED BY THE INSPECTOR. 'PAQEj AFA r tO 2' LINE 8240 SOT ELEVATIO W_ < In ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD WATER NOTE LEGEND: Z 0 5 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN S M DIEGO REGIONAL STANDARDS COMMITTEE) AND THE SAN DIEGO REGIONAL Z W O TD STANDARD DRAWINGS (LATEST EDITION). 1 S - 27"- 0.2500" WELDED STEEL PiPE, CML&C w/ LAP WELDED BELL do SPIGOT JT. . r ' 2 6" S WT STEEL PIPE OUTLET. CML.00. Z Z ! 6" CLASS 150 STEEL SUP -ON FLANGE. y. �) 1' - 2 ' W " 0 I a- 6 CLASS 125 FLANGE x FLANGE GATE VALVE (250 PSI RATED WP) WITH O OPERATING NUT & VALVE BOX - SEE OMWD STD. DRAWING No. E -1.2 xo d 6" FLANGE INSULATING SET CL130. '7� . • 1 - 2' ��j \ \ \\ \ / \ \ \\ 2. a- 6" CLASS 150 CAST COPPER COMPANION FLANGE x COPPER SOLDER JOINT. x FESSi o . r, ♦� 1 E. • Land Planning Q 1 JOINT BONDING - SEE OMWD STD. DRAMANG No. F -2 O F -4. w E ngineering Ass - LINED " COPPER WATER TUBE. TYPE K SOFT w/ SOLDER JOINT FITTIN Z GS. _ s 30 Ib. ZINC ANODE CONNECT TO TUBE AT MID POINT SEE ONWD STD. DWG. No. F -13 y • Structural w 4 "x2" COPPER FITTING REDUCER - SUP FITTING x COPPER SOLDER JOINT GRAPHIC SCALE • surve ' E* 1XIMM 1N 2" COPPER WATER TUBE, TYPE K SOFT w/ SOLDER JOINT FITTINGS. 30 15 30 60 �, c � v „ �� 132 N. EI Camino Red, Suite N • Encinitas, CA 02024 ' ' Z TYPICAL BERM DETAIL , _, /2., COPPER WATER TUBE. TYPE K SOFT w/ SOLDER JOINT FI or v1%. Phone 760 -510 -3152 Fax 760 -510 -3153 � @ TOP OF SLOPE � N FEE 4" STD. TNT, sTL OUTLET cML O C, w/ 4" G.V. SIMILAR TO FIRE HYDRANT ASSEMBLY. I W W FED-SURVEY PER ALSO REFER TO DS -10 FOR FURTHER DETAILS 1 INpi � 30 FEET FILE NAME: �PPw •dw9 z � Z ON 11 -01 -00 PLOT DATE: 03- 113 -02 [, CL Z L7 = APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w Q COMMUNP � RECOMMENDED APPROVED GRADING & EROSION CONTROL PLAN FOR. Ma ma SC AM UNDER SUPERVISION OF � FENCES DATE P PREP ED ��� � ,TOP OF HEADWALL , � -L� -D � gY nn . �n � eY: 6 999- G REVISIONS oc -0073 cHIS. Sa THE SAPPER PARCEL MAP � , � DATE. _�- • - SW COR. TN. �, PST T 0� I o i � L� L G W/ STEEL FN p RANCHO SANTA t ' R.C.E. NO. - DATE: 4 DATE. CITY OF ENCINITAS TP M 99 -16 2 SHEET 2 OF 3 2 EL CAMINO DEL NORTE 0 RAN SANTA ENGINEER 12- 31 - 05 FE AND 60' SOUTH OF EL CAMINO DEL FE ROAD. 23' WEST �� APPROVED BY D DOUGLAS E. LOGAN EXP. b Z v� S. p NO RTE DAT U.S.C. at G.S. CENTERLINE .;. ' EL.= 119.476 HYDROSEED NOTES: TOP & EASEMENT 1 LEGEND EXISTING IMPROVEMENTS 1. HYDROSEEDiNG SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER FOR CITY OF ENCINITAS TENTATIVE PARCEL MAP NO. 99 -162 " PAVED STREET WHEN THEY ARE: I I COUNTY OF SAN DIEGO STATE OF CALIFORNIA + e © PAVED DRIVEWAY A. THREE FEET Oft MORE IN HEIGHT IN FILL AREAS. I © O A.C. DIKE I I B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS. UNLESS t I © SEWER MANHOLE SLOPE IS NOT SUBJECT TO EROSION DUE TO THE WATER METER BOX EROSION RESISTANT CHARACTER OF THE MATERIAL AS METAL GUARD POST � � UTILTIY JUNCTION RISER BOX APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL THE MOISTURE LEVEL OF THE I I � �•� Z I I H MAIL BOXES A THE LEVEL FOR THE GROWTH OF THE OO PAPER BOX (REMOVED) 3. HYDROSEEDiNG MiX SHALL CONSIST OF ALL THE i'OLLOwNG: I I 0' OMWD EASEMENT TELEPHONE JUNCTION RISER BOX 1 PER DOC. RECD. 4 -18 -67 1. SEED MIX SHAH CO NO OF O LESS THAN: /9 - _ -�� 459 AS F/P No. 53521 WATERLINE LOCATION MARKED a 20 *& PER ACRE OF ROSE CLOVER A 30/ STREET �\ OF OFFICIAL RECORDS. CABLE MARKER POST b. 20 IlbL PER ACRE OF ZORRO FESCUE. r I I M c. 3 6L PER ACRE OF E SCHOO CIA CALIFORNICA. �, / \� I I / b O U11U POLE FOR OVERHEAD LINES e. 3 Iba PE ACRE OF ALYSSUM (CARPET �OF SNOW). / \ I I O CT1C CONDUIT OX ON POST L 1 /2 I L PER ACRE OF DIMORPHOLECA. 00 / @ ELE r J - 000, / I - P CONCRETE BLOCK PLANTER REMOVED ¢ OT OS MERE SU BSECTION D I� ( REMOVED) N LOCATIONS THE AREA BEING HYDROSEEDE 3" +- A.C. ROLLOVER DIKE sTRUCTURES.D A'UBUC STREET OR RESIDENiiAL E I h. ITEM A OF THIS SUBSEC I ION MUST MOCULAiM W IH Z —� Q �• �$A•3 I j -� s WOOD RAIL FENCE SEWER CtEANOUT'S BE N A NITROGEN FIXING BACTERIAL APO APPLIED DRY EITHER BY h� � P Ac RICE I b,4 I� ORIWNG OR BROADCASTI BEFORE HYDROSEEDING. { O �' L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE � 1 ­ a - i ► — — — — PROPERTY LINE. doe SITE IN UNOPENED CONTAINERS MATH THE CALIFORNIA 1 v r OHL - OVERHEAD UTILITY LINES DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG _ I 1Ng�1�� 00-- I 8 21 j NO __.___ ______100- _- _- - -.__. 10' CONTOUR LINE LABELED ATTACHED T0. OR PRINTED ON SAID CONTAINERS. 13A `ti I _ o,� �p N- PHYTO- TOXIC TTiNG AGENTS MAY BE ADDED TO 11 I 60.00 N 2' CONTOUR LINE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. \ j i H Z 32.40 SPOT ELEVATION 2 TYPE 1 IiILi APPLIED AT 1W RATE OF NO LESS THAI 2.000 STEEP SL / B 1 8 a ALL OR PART. FOR HYDRAULICALLY TRA LIED FiBER MATERIAL \ PRESERV ON EASEMENT % 1 30.00 Q / WHEN STRAIN IS USED IT MUST BE ANCHORED TO THE STRAW P�DOC. N -4 O �O3 j / / b INTO THE SOIL. E 3. FERTRIZER CONSSITNC OF AMMONIUM PHOSPHATE SULFATE. \ RECORDED 4 \ r ( 1 L / ,/ 16 -20-0. WITH 15X SULPHUR APPLIED ATE THE RATE OF 500 Ibs. PER ACRE. 'W METERS \ � A C E L /// F `��� i I K // 0 i 3 BAGS HIGH (MAX.) AREAS TO SHALL K PREPARED PRIOR TO HYDROSEEDING BY: CZ E 1. ROUGHENING THE SURFACE TO E PLANTED BY ANY OR A / I / COMBINATION OF: a. TRAP( NALXM SLOPES STEEPER IRAN &I. \ / o / I p b. RIPPING AREAS THAT 1111111111 NOT BREW( UP USING ITEM "A" ABOVE •� 1� // j/ , ' NOTE: LOWER BAG ROW TO BE 2. CONDITIONING THE SOILS 90 iHAT IT IS SUITABLE FOR •,� \ \ / / /I ,� 4 80 BURIED 6 UNDER GRADE. PLANTING BY. y NO SCALE a ADJUSTING THE SURFACE SOIL MOM1URE in PROVIDE A \ \ / / OP ,� _ - -- ,� DAMP BUT NOT SATURATED SEED BED. 9 z ` / 1 SANDBAG DETAIL d► o \ / / / �h �__- -- b. THE ADDITION OF SOiL AMENDMENTS PH ADJUSTMENT. LEACHING OR COVERING SALINE SOiLS TO PROVIDE VIABLE LIMITS 00 B ��.'� ''` \ SHEET 2 S PLAN � / /',' / CONDITIONS FOR GROWTH. N \ Q' GGRRROWTH�UNTIL AREAS PROJECT IBS MAINTAINED LANDSCAPED �A WKIROUS FOR \ AREAS WERE HYDROSEEDING IS THE PERMANENT LANDSCAPING. UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. qt ' / \ / ? / // 30. 00' 0 \ G ,/ O. N F i , / - EASEMENT NOTES 11 EASEMENT NUMBER SHOWN IS THE SAME AS ITEM NUMBER PER PRELIMINARY TITLE REPORT FURNISHED _______.�_ r _ �_____________ g --------------- ___ - / — - - oH L­ - --- BY FIRST AMERICAN TITLE INSURANCE COMPANY ON SEPTEMBER 1, 2000 AS ORDER NUMB -- -- - - ---- 21 - ------ - EXISTING EASEMENT FO ER 1206259 -22. OH ' ' � � \ - - - -- - o - '- -� / N 14 Q5 R PUBLIC ROAD AND INCIDENTAL PURPOSES 16 EXISTING EASEMENT FOR EITHER OR BOTH POLE LINES, UNDERGROUND iv ' C 4 k 6 ; / - -� IN FAVOR OF THE COUNTY OF SAN DIEGO PER INSTRUMENT RE- CONDUITS AND INCIDENTAL PURPOSES IN FAVOR OF PACIFIC TELEPHONE F ` N73WO7"W 293.115 CORDED MAY 7, 1902 IN BOOK 310 PAGE 68 OF DEEDS. THE ROUTE AND TELEGRAPH COMPANY PER INSTRUMENT RECORDED JANUARY 22, _ OR LOCATION CAN NOT BE DETERMINED FROM SAID INSTRUMENT. 1979 AS FILE NO.79- 033337 OF OFFICIAL RECORDS. (j 14 'f 10 F © EXISTING EASEMENT FOR ROAD AND INCIDENTAL PURPOSES IN FAVOR © EXISTING EASEMENT FOR SEWER PURPOSES IN FAVOR OF CARDIFF z OF THE COUNTY OF SAN DIEGO PER INSTRUMENT RECORDED MARCH SANITATION DISTRICT PER INSTRUMENT RECORDED SEPTEMBER 23, 1981 0 6, 1903 IN MISCELLANEOUS BOOK 24 PAGE 140 OF DEEDS. THE ROUTE AS FILE NUMBER 81- 303335 OF OFFICIAL RECORDS. A.P.N. 264 - 152 -22 ! OR LOCATION CAN NOT BE DETERMINED FROM SAiD INSTRUMENT. ® EXISTING EASEMENT FOR PIPELINES AND COMMUNICATION FACILITIES Z J �: Q7 EXISTING EASEMENT AND RIGHT OF WAY FOR PUBLIC ROAD PURPOSES AND INCIDENTAL_ PURPOSES IN FAVOR OF SAN DIEGO GAS do ELECTRIC OVER AND ACROSS ROAD SURVEY NO. 554 ACCORDING TO MAP ON COMPANY PER INSTRUMENT RECORDED MARCH 10, 1988 AS FILE - FILE IN THE OFFICE OF THE COUNTY SURVEYOR. NUMBER 88- 111344 OF OFFICIAL RECORDS. A.P. 264 -152 - 2 ® EXISTING EASEMENT AND RIGHT OF WAY FOR ROAD, UTILITY AND Q EXISTING EASEMENT FOR ROAD AND GAS PIPELINES AND INCIDENTAL W INCIDENTAL PURPOSES PER INSTRUMENT RECORDED MAY 20, 1964 PURPOSES RESERVED IN FAVOR OF THE FRANKLIN TRUST PER 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO AS FILE NUMBER 90768 OF OFFICIAL RECORDS. INSTRUMENT RECORDED OCTOBER 26, 1989 AS FILE NUMBER 4 BY 4 IN (10 BY 10 CM) THE POSTS. 48" MIN. ® EXISTING EASEMENT AND RIGHT OF WAY FOR ROAD AND INCIDENTAL 89- 580567 OF OFFICIAL RECORDS. 9 TRENCH UPSLOPE FROM AND PURPOSES PER INSTRUMENT RECORDED JULY 14, 1970 AS FILE @ EXISTING EASEMENT AND RIGHT OF WAY FOR ROAD AND INCIDENTAL ALONG THE LINE OF POSTS. NUMBER 123068 OF OFFICIAL RECORDS. PURPOSES IN FAVOR OF RAYMOND J. PERSIA PER INSTRUMENT RE- 10.2 cm ROCI( -LNED OPTION CORDED AUGUST 20 1991 AS FILE NUMBER 91- 0426876 OF R O �► 10 EXISTING EASEMENT AND RIGHT OF WAY FOR ROAD AND INCIDENTAL Z 0 1 MAX. (4 in) OVER GE07EX11LE ASS or TURF LINED 12 INSTRUMENT RECORDED SEPTEMBER 12 OFFICIAL RECORDS. Fr Z PINNING OPTION OVER LANDIAI( PURPOSES RESERVED PER , TUURF REINFORCEMENT 1973 AS FILE NUMBER 73- 257109 OF OFFICIAL RECORDS. © EXISTING EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES IN W Cat O2 EXISTING EASEMENT AND RIGHT OF WAY FOR ROAD AND PUBLIC UTiu FAVOR OF OLIVENHAIN MUNICIPAL WATER DISTRICT PER INSTRUMENT Z / - ANCHOR r S • / _ AND INCIDENTAL PURPOSES PER INSTRUMENT RECORDED OCTOBER 26, RECORDED DECEMBER 3, 1991 AS FILE NUMBER 91- 0620995 OF _ � �� �/ �� - -- o� ' ~• 1976 AS FILE NUMBER 76- 355127 OF OFFICIAL RECORDS. OFFICIAL RECORDS. Z W EXISTING EASEMENT FOR THE TRANSMISSION AND DISTRIBUTION OF ® EXISTING EASEMENT FOR PIPELINES AND COMMUNICATION FACILITIES W O =- = 4 IN (10 CM) N ELECTRICITY GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY IN FAVOR OF SAN DIEGO GAS do ELECTRIC COMPANY PER INSTRUMENT =�- PER INSTRUMENT RECORDED JUNE 15, 1977 AS FILE NUMBER RECORDED JANUARY 14, 1992 AS FILE NUMBER 1992 - 0020839 OF Z Z 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE 77- 235875 OF OFFICIAL RECORDS. OFFICIAL RECORDS. 6 C-4 B 14 EXISTING EASEMENT FOR THE TRANSMISSION AND DISTRIBUTION OF ® EXISTING EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES 0 THE WIRE FENCE AND EXTEND iT EXCAVATED SOIL. (,3 J •- I'� INTO THE TRENCH. �j ELECTRICITY GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY IN FAVOR OF THE CITY OF ENCINITAS PER INSTRUMENT RECORDED PER INSTRUMENT RECORDED AUGUST 4, 1977 AS FILE NUMBER JANUARY 23 - 1992 AS FILE NUMBER 1992 - 0036492 OF . • II 77- 316449 OF OFFICIAL RECORDS. OFFICIAL RECORDS. �h q � E. FnTER FABRIC ��� TYPICAL DRAINAGE DITCH DETAIL- e* of eSS ro4 Q ` f •Civil Eng in eerin g Z WIRE � � � ° eeri 9 . , - - NO SCALE _ s GRAPHIC SCALE W c • Land Planning III -1 I -Ili I != �LQTES;. '� • Structural 30 0 15 30 60 90 * � 12M /w * • • Z 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL � Surveying 2. FOR ROCK -LINED OPTION. INSTALL GEOTEX WOVEN MONORL.AMENT GEOTEX71LE (No. 117E or EQUAL) C�f`�F D IL (IN FEET) 132 N. El Camino Real, Suite N • Encinitas, 92024 Z W z D T ENC E 3. FOR GRASS or TURF OPTION INSTALL LANOLac • 1 INCH 30 FEET FILE NAME: Sapper- Sht3.dwg Phone 760 Fax 760 TRM 450 TURF REINFORCEMENT MAT. PLOT DATE: 03 -19 -02 z0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE OOMMIJi�" DEVELOPMENT . � APPF�OYALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. Q � OC -0073 CHIS. SQ. TOP OF HEADWALL PLANS PREPARED UNDER SUPERVISION OF RECOMMEND E APPROVED 2 7 TOPOGRAPIC & EASEMENT MAP: W/ STEEL FN PST - SW COR. INT. OF - AA EL CAMINO DEL NORTE -AND RANCHO SANTA HORIZONTAL 1 7 + L � �� 6999-G FE ROAD. 23 WEST OF RANCHO SANTA R.C.E. Nil• 39725 . 4 , �0 2 ¢� THE SAPPER PARCEL MAP FE AND 60' SOUTH OF EL CAMINO DEL VERTICAL N A EN WEER DATE' DAB' GZ OL CITY OF ENCINITAS TP M 99 -162 NORTE CENTERLINES. APPROVED BY DATE EXP. 12-31 -05 SHEET 3 OF 3 EL. =119.476 DATUM: U.S.C. do G.S. DOUGLAS E. LOGAN