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1998-5794 I (Plans) CITY OF ENCINITAS RECREA I IONA TRAIL PLAN OC>UBLE LL FARMS TM 97-219 - PHASE 1 (TEMPORARY TRAIL) ` PM 15199 j P M 1 64 1 1 PM 4850 SE P FO TRAIL CENTERLINE NORK TO BE DONE SEE PLAN FOR LOCATION i EXISTING TRAIL I ALL WORK SHAL_ BE DONE IN ACCORDANCE W774 W774 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 12 12' EASEMENT —�" 1 1 PER 9371 G I ' CONSTRUCTION LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD j � G _ — � N ` -.._ — — — — 8' TRAIL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMI TTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). KEY MAP LEGEND — 2' 4' 4' 2' WORK TO BE DONE DETAIL/ SHT SYMBOL DESCRIPTION STD DWG QUANTITY ! 807711 -RIGHT ��` 1 I r g N I T _ _ _ _ _ _ _ _ _ _� ELEVATION TYPE A TRAIL Z' GRADING: CUT LL — B ALANCED: 270 C1' OF VIEW \ / `' / h 0� i PER PLAN SEE NOTE BELOW ! 30 LOT No. r— GRADING: REMEDIAL 200 CY I r - � i 1 r ^� - iCq� S� .•.•.•.•.•.•:.•.•...•. TRAIL SECTION - TYPE A DET 1/1 9,685 SF �� 1 .� - I I PN11 \\ m co 6 MINIMUM NATIVE i PUBLIC NOTICE SIGN DET 2, 1 2 EA I I / tD � � � ` y- I �` 3 AT 90� ?C � t TRAIL MARKER DET 112 4 EA i MAP 1 r6` r — ; I _ 11 ` I r 11� 0- NO WA TER SCREED DET 212 ; 2 EA EbM • 'D \ I !! TYPE A 6 MINIMUM NATIVE AT 90x RC �� iI STA 1 +05.56 TO STA 13 +16.47 °�`� `_. 'r; ;S C_ DETAIL 1 NOT TO SCALE \\ TYPICAL TRAIL SEC TION - PHASE 1 EROSION car LEGEND i / D1 A C. ry _ -" PHASE 1 r � � TRA/L-� 4x4 PT_ OF SUPPORT POS SILT FENCE ET 3/2 �'':! L,F EXISTING PER 3513 -f \ W/ 3 IMBEDMENT MIN I \ Dow (TYPICAL OF 2) pppOpp GRAVEL BAG — 2ti ) UA # - HOLLON► NOTICE I I 1 I 6' FROM GRADE HYDROSEED SLOPES 9, 5� `7 : F i PM i 1744 ; ROAD THI% TEMPORARY RECREATION JAL TRAIL IS OPEN FOR I � ! © THE PUBLIC'S USE AND ENJOYMENT DURING THE PLANNING AND CONSTRUCTION OF THE PERMANENT RECREATIONAL TRAIL TO BE LOCATED ON THE 3 PUBLIC NOTICE SIGN MOUNTED AT L C EACH END OF PHASE 1 TRAIL USE 1 NORTH SIDE OF DOUBLE LL RANCH ROAD). THIS LETTERING W/ 0.8' CLEAR SPACING BETWEEN , i __ _ \ a TEXT LINES ON 314' ACX PLYWOOD W/ 2 P 3513-1 I - - -__ - -_ �- 9 TEMPORARY TRAIL WILL BE C _OSED TO THE PUBLIC. '� I 1 _ _ _ _ _ ------ - - _ �ROI►0 EXISTING \\ o COATS OF WHITE OIL -BASM PAINT ON ALL �- 1 Dour _ - - - - - - - 1 - PER 3513 -1 AFTER CONSTRUCTION OF THE PERM ANENT SURFACES W/ BUCK LETTERING (OIL -BASSO ' LL IR \` RECREATIONAL TRAIL SCHEDULED FOR COMPLETION PAINT OR WEATHER -PROOF ADHESIVE IRNYL) PM, 17377 1 PM 18124 MAP 13320 IN MARCH 2000). �i KEY MAP TRA c 1 I SCALE: 1 w =200 �._,•` '' YOU ARE -- 112 HD -GALV LAG \\ b a HERE SCREW W/ WASHER RECREA TONAL TRAIL NOTES SHEET INDEX (TYPICAL OF 6) � SHEET 7Ra►� � 30 "• � 19 1. THE FINISHED TRAIL SURFACE SHALL BE FREE OF BIRU94I, ROCKS, DEBRIS N o . 77TLE A �� PHA 2 18' 1'YP r ANL OTHER OBSTRUCTIONS TRA �[O QUANTITIES ARE FOP, BONDING PURPOSES ONLY AND SHALL NOT Br USED FCC t TRNL 2 THE LONGITUDINAL GRADE OF TRAX SHALL NOT EXCEED 20% 1 TITLE SHEET p 3" CONTRACITURAL OR F7NANCIAL PURPOSES. 2 NOTES / DETAILS ���\ g 3. THE CROSS - FALL GRADE OF TRAIL SHALL NOT EXCEED 5% 3 GRADING /RECREATIONAL TRAIL PLAN 1 4. MAINTAIN A VERTICAL CLEARANCE OF Cr OVER THE TRAIL SECTION. ® a li I I I I 2 ,. 5. PROVIDE TRAIL SCREEDS ON PORTIONS OF TRAIL INHERE THE LONGITUDINAL DESURIPnt7N PLAN SIL JZF :1 2 < GRADE EXCEEDS 7 SCREEDS SHALL BE PLACED ALONG THE TRAIL EVERY FIVE 'e 2� (5) VERTICAL FEET AS NOTED ON THE PLANS - REFERENCE DETAIL Z SHEET 2. EXISTING GRADE , FILL SLOPES (2: ! �fAJC1a�!{1M) SCHEMATIC LOCATION MAP IDENTIFYING 774E FOLLOWING: SUBDIti'S70N 34 0.5 =TT=T_ .. •• BOUNDARY; AREA STREETS; EXISTING EAST, WEST AND NORTH REC DE TRAILS; -UTURE PHASE 2 TRAIL; 'YOU ARE FINISH GI,�DE - CUT SLOFL_ ( ►!AXIMUAI� NEW PHASE I TRAIL AND E; &74G - - -- _ HERE" IDENTIFIER AT END OF NEW PHASE 1 TRAIL FOR-EACH SIGN _ - 3 °" ' EXISTING .,'ONTOUR ---� -- PROPERTY U..E '� w (SHOWN FOR EAST SIGN) - SIGNS SHALL BE REVIEWED AND APPROVED rn 1 HEREBY DECLARE HAT I AM THE ENGINE£!? OF WORK FOR TH PROJECT, THAT I HAVE BY THE CITY ENGINEER PRIOR TO INSTALLATION FINISH r2ADE CONTOUR CENTER LIVE SE77ONN EX 703 OF THE RUSIN SS AND PROFESSSONS CODE AND THA THE DESIGN 1S DETAIL 2 NOT TO SCALE - - - - -- DAYLIGHT LINE •• 1 i =-- DIRECTION ('F FLOW Allil GRAD: ' CONSISTENT WITH CURRENT STANDARDS : • � PUBLIC NO TI SIGN ;s I UNDERSTAND THAT THE CFIM OF THE PROJE DRAWNNS AND SPECIFICATIONS BY AAS ENCINITAS ENGINEER OF WORK, I S OF M ONSIRIUT7ES FOR PROJECTDOES T RELIEVE , DESIGN. EVE ice , AS �•rC OWNER ST . I&. 8Y: �, < DOVE HOLLOW !T IS AGREED THAT FIELD CONDITIONS M7 REQUIRE CHANGES TO THESE PLANS ' - MIICCH = = A ff EL K. PASKO DATE: ` C� l ROAD (PRIVATE) "S AM= IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CPA RICE 41022 EXP 3/31/2003 li ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY 135 LIVERPOOL DRIVE SUITE D. CARDIFF, CA 92007 ('760) 753 -1453 � � U I Q DOUBLE 1, MARK EURWELL, A CERTIFIED ENGINEERING GEOLOGIST IN THE STATE OF CALIFORNIA, LNGINEER DETERMINES -ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF ' Z — _ 0 RANCH ROD AND I, VITHAYA SINGHANET, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, G&E R�j IMPROVEMENTS. u < • ��(P JACK (PRI VA TE') PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY Q� K BU � •� ENGINEER OF WORK NOTE �' � Underground Service Alert CER77FY TH A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WRTHIN THIS �w�Q` �F O 1 FURTHER AGREE TO COMMENCE WORK ON �!NY IMPROVEME - TUTS SHOWN ON r SE PLANS U O G 4� '� S17E WAS MADE BY US OR UNDER OUR DIRECTION BETWEEN THE DATES OF JULY 1997 W9THIN THE EXISTING CITY RIGHT -OF -WAY WIT4IN 60 DAYS AFTER ISSUANCE C. 774E P P W 'D DECEMBER 1998. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM v 2109 0 CONSTRUC77ON PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKM ESE PLANS FOR ANYCONTRACTURAL OR WK)RK PURPOSE THE V LQ� CBI : TOLL FREE PRIOR TO USING TN 2 `�\ THIS STUDY, WITH OUR RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF T HE Exp. 5 31 00 � DAY UN77L COMPLETED IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WOK ASSOCIATED ENGINEER OF WORK SHALL BE CONTACTED IN WRITING FOR HIS CURRENT WORK < \c 1 CITY ENGINEER. FURTHERMORE, WE HAVE REVIEWED THESE GRADING PLANS AND CERTIFY G- WITH THE PROJECT OR UNDER MY CONTROL AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES W41CH MAY: BE MORE 1 THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE c "� N RESTRICT � AN THOSE SHOWN HEREON; AFFECT THE WORK; AFFECT THE COST ��2 -4133 BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS ' A1NG GO���Q' RETAINED Y 0 SUPERVISE ALL EGRADIN� SOILS ACTIVITY A ND E � vtsE � OMPAC t °� %ICINrff MAP � � :__ FCA�.iF STABILITY OF 774E SITE. Q R� E � IONq 0 AS BUILT NO SCALE TWO WORKING DAYS BEFORE YOU DIG p e A ZG -qQ �° ���L K- S/pVID: A K URWELL C.E.G. 2109 ATE O `�� SIGNATURE: `�� 114. A s� �= C ENCINITAS FIRE PROTECTION EXPIRATION DATE: 5 -31 -2000 ,�� ° �- b -9 2� OWNER: CHRlSTOP LLCr rD '� DISTRICT COMMUNITY DEVELOPMENT �, �, � ,U. P.E 41022 EXP. 3/31 /2003 DATE 782 _-, I REVIEWED BY: ' °C Exp. 12-31- � ADDRESS 2572 LON JACK. ROAD, OUVE NHAIN, CA L S M 3- 31 - 2003 Z Q SIGNED: A` '2 G cty, 0 N ��,Q` O ASSESSORS PARCEL NO. 264 -241 -13 f O F `F p G Z7 VITNAYA 1NGHANEL +G. 782 DATE * �' �-ll C /Yid ��� A EXPIRATION DATE. 12 -31 -2001 9 - CH P CAL ... INSPECTOR DATE BY: DATE. BY DATE: �OF TELEPHONE: 619 756 -1- 65 v� t I • REVISIONS ESIGNED BY DRAWN BY CHECKED BY SIONS APPROVED DATE REFERENCES DATE BENCH MARK oC 0073 SCALE COMMUNITY SERVICES APPROVALS CITY OF EN C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMM 'VDED APPR PHASE 1 RECREATIONAL TRAIL PLANS FOR STEEL FENCE POST AT SW COR INT HORIZONTAL: N/A OVAJ REMAINDER PARCEL 12 LOT SUBDIVISION 5794 EL CAMINO DEL NORTE & RHO SANTA � BY: 8Y:`' FE RD 23' W RHO SANTA FE RD & VERTICAL A �t., -�1./< /. DATE: jelly l" .> PHASE 1 60' S EL CAMINO DEL NORTE CL �(' Lg -'►'1 ENGINEER OF WORK R.C.c 41022 DATE: S -Zy- 79 DATE: f Z 4Q TM 97 -219 0 a EL 119.476 (DATUM: M.S L.) BY DATE: MICHAEL K. PASKO EXP. 313112003 TITLE SHEET SHEET 1 OF 3 U Apr 22, 1999 — 13 =58 H: \12— LOT\DWGS \12TM— TRI.DWG PLOT 0 1 " =1' GENERAL IMPROVEMENT NOTES GRADING NOTES GRADING NOTES (CONTINUED) 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING DEPARTMENT FOR A. �ENERAt: (CONTINUED) D. EROSION CONTROL 3 " ANY WORK WITHIN THE STREET RIGHT-OF-WAY. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHRIS-LLOYD AT (619) 756 -1665. Z THE STRUCTURAL SECTION SHALL B E IN ACCORDANCE WITH THE CITY OF ENCINITAS 5, CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL DUAL SIDED FLEXIBLE MARKER STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR TO GRADING. SITE AT CONVENIENT LOCA77ONS - T0 FACILITATE RAPID CONSTRUCTION OF TEMPORARY_ USE CARSONITI= DUAL SIDE OF ANY CONSTRUCTION OUTSIDE THE PROTECT BOUNDARY. DEVICES WHEN RAIN IS IMMINENT. 1 RECREATIONAL MARKER 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH (C1B -380) OR APPROVED 4. ALL-UNDERGROUND U1TIE5 WMTI°IIN THE STREET RIGHT-OF-WAY SHALL BE IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL EQUAL (1- 800 -848 -7074) CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. OF THE ENGINEERING INSPECTOR. 2* CROSS - GLITTER AND PAVING. COLOR: BROWN 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 3* 5. THE EXISTENCE AND LOCATTON-OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL HEI 66" OVERALL PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. ,* KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE AFFIX DECALS TO 80774 SIDES PUNS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO 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 5* !N THE SAME POSITION PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING OPERATION OR UNFORESEEN RECORD OR NOT SHOWN ON THESE PLANS. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. CIRCUMSTANCES WHICH MAY ARISE LOCATE TRAIL MARKER PER PLAN i 5 f 6. LOCATRW'AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL 9 . NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRAD►NG MEETING HAS BEEN 6. THE CONTRACT, R SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS OFFSET 18" FROM TRAIL TRE�!Q BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CI VIL ENGINEER; TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN 1MPOUNDE WATERS CREATE A CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND SOILS ENGINEER; GRADING CONTRACTOR AND PERMI7TEE THE PREGRADING MEETING SHALL HAZARDOUS CONDITION. 5- 6 FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) DECAL LEGEND: REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 633 - 2770. Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING FI AN SHALL BE INCORPORATED HEREON. 1: CITY OF ENCINITAS 7. THE CON1"r?ACTOR SHALL NOTIFY SAN DIEGO GAS -& ELECTRIC COMPANY PRIOR TO 10 PRIOR DIRT OP. CONSTRUCTION MATERIALS TO ANY PROPOSED 2: HORSE AND RIDER STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MU, T DRAIN AWAY FROM THE FACE 3. BIKE COMPANY REPRESENTATIVES. APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. NOTICE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE UNDERGROUND SHALL COMPLY - WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE 4' HIKER 5: NO MOTORCYCLE INSTALLATIONS. FOR LOCATION OF ELECTICAL CABLES AND GAS PIPING AND WITH REGARDS TO THE HAULING OPERATION. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN -PLACE AT THE END OF LL APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN FORECAST EXCEEDS FO;,TY TELEPHONE : (800) 422 -4133 11. UPON FINAL COMPLETION OF To'- WORK TINDER THE GRADING PERMIT BUT PRIOR TO PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH FINAL GRADING APPROVAL AND /OR FNAL RELEASE SECURITY, AN RAINFALL 8. TI=LE• CMMACTr'.? SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING CERTIFICATION SHALL BE PROVIDED STATING: " THE GRADING UNDER PERMIT NO, 5794 -L WORK NEAR COMP' WI FACILITIES AND SHALL COORDINATE HIS WORK TH COMPANY PHASE 1. HAS BEEN PERFORMED IN SUBSTANTIAL CC IrORMANCE WITH THE APPROVED 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE r REPRESEN TA TI VIES. IMPROVEMENT PLAN OR AS a HOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT OF GRADED SLOPES (909. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE i NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE UNDERGROUNC SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT :HE PACIFIC SUCH GRADING OPERATION. EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT TELEPHONE COMPANY. OF CONSERVATION. TELE. HONE : (800) 422 -4133 11. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTTUTY r (HORIZONTAL : VERTICAL) WHEN THEY ARE: AGENCIES, AC .LSE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF B. NOTTF7AT►ONS o. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. RELOCATIONS, IF NEEDED. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES AND STRUCTURES b. FIVE FEET OR OR MORE IN HEIGHT IN CUT AREAS, UNLESS THE SLOPE IS NOT SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS. FOR BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE MATERIAL AS-APPROVED BY THE CITY ENGINEER DETAIL 1 Nor TO SC . LE LOCATION OF CABLES AND APPURTENANCES CONTACT DANIELS CABLEVISION: PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TELEPPHONE. (800) 422 -4133 TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT 774E WORK SITE IT IS 12 TYPICAL HYDROSEED MIX TRAI L MARKER THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLL OWING OWNERS OF SAIa UTILITIES 2000 LBS /AC (MIN) WOOD FIBER MULCH 11. DELETED NO PUBLIC STREET LIGHTS OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCA7'r)N OF UTILITIES 1000 LBS /AC %MIN) AMMONIUM PHOSPHATE SULPHATE AND NOTIFICATION OF COMMENCEMENT OF WORK: (16 -20 -0 W/ 15% SULPHUR) 12 NO PAV'NG SHALL BE DONE-UNTIL EXIS77NG POWER POLES ARE RELOCATED OUTSIDE THE 20 LBS /AC (MIN) FESCUE, "ZORRO ", OR EQUAL AREAS TO BE PAVED. A. SEWERS - CARDIFF SANITATION DISTRICT - (760) 633 -2772 20 LBS /AC (MIN) ROSE CLOVER 13 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY B. GAS 8: ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - (619) 232 -4252 13. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OP77MUM LEVEL 12' WIDE X 8 FOOT LONG OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF FOR THE GROWTH OF THE HYDROSEED. X 114" THICK RUBBER SHEET ANY KIND F$,? THE DESIGN OR CONSTRUCTION OF THFSE PRIVATE IMPROVEMENTS. C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760) 753 - 6466 SET TOP OF RUBBER 2' 4 BOVE STANDARD ABBREVIA77ONS 2" TYP _ FINISHED TRAIL S _,?FACE � 14. DELETED : NO PUBLIC STREET LIGHTS D. TELEPHONE - PACIFIC BELL - (619) 298 -0595 15. THE CONTRACTOR SHALL REQUEST FROM THE CITY OF ENGINEER'S OFFICE A E CABLE T.V. ACD AC DIKE LT LEFT TRAIL SLOPE - 1- 800 - 422 -4133 DIG ALERT 6" IMPROVED PF.E- CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF N077CE FOR 1 - 800 - 422 - 4133 AP ANGLE POINT OG ORIGINAL GROUND TRAIL_ SECTION SUCH A MEETING. PHONE: (760) 633 -2770. BW BOTTOM OF WALL OAH OVERHEAD 16. THE DEVELOPER SHALL BE RESPONNSIBLE TINA T ANY MONUMENT OR BENCH MARK MUNICH 2. CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO CL -2 CLASS 2 OSD OVERSIDE DRAIN GL BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CO CLEAN OUT PH PHASE 2" TYP CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE CTB CEMENT TREATED BASE PP POWER POLE 16d HOT- DIPPED / 1' THE DEVELOPER SHALL. MARK THE LOCATION OF EACH SEWER LATERAL AND WATER (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT DET GALVANIZED NAILS 2 3 DETAIL 2, SHEET 3 PT PRESSURE TREATED - SERVICE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY, 2 INCHES HIGH INTO THE TO REJECTION AND REMOVAL AT 12 ON CENTER � - FACE OF CURB. DF DOUGLAS FIR PV&fT PA T STAGGERED TOP 2_X6 PRESSURE TREATED 4 AND BOTTOM D. F., No. 2 OR BETTER M DL DAYUG HT PVT PRIVATE E 18. THE ADt RESS OF EACH LOT SMALL BE PAINTED ON THE CURB IN-A MANNER AND ESMT EASEMENT RC RELATIVE COMPACTION $ LOCAl7011 APPROVED BY THE INSPECTORS C GRADING - 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR EX EXISTING REC FLCORDED, RECREATIONAL � '9. ALL WORK DONE SHILL 6E IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR SECTION UNDER THEIR DIRECTION. THEY SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT FIG FINISH GRADE RSP ROCK SLOPE PROTECTION PROFI LE / i PUBLIC WORKS CONSTRUCTION (LATEST EDITION). THE SAN DIEGO STANDARD SPECIAL AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. THEY SHALL RT RIGHT v w PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY_ OF ANY - FILL FL FLOWbLINE • c� r1 (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO MATERIAL. UPON COMPLETION OF GRADING OPERATIONS THEY SHALL STATE THAT THE FOC FACE OF CURBAJIKE SD STORM DRAIN ' wl REGIONAL STANDARD DRAWINGS (LATEST EDITION). OBSERVATIONS AND TESTS WERE MADE BY THEM - OR UNDER THEIR SUPERVISION AND THAT HP HIGH POINT TW TOP OF WALL 18" X 16" X 8" DEEP IN THEIR OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN � 1 -112" ROCK DISSIPATOR r. ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND IE INVERT ELEvATION U/G UNDERGROUND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. JT JOINT TRENCH - - - - -- - - - - - - - - - - - - - - `* 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE LP LOW POINT .r GRADING NO IrS POS DRAINAGE AND PREVENT PONDNG OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE Ar GENERAL AND SHALL TAKE-REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN F 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD INSTALLED. 1x2 STAKES O 8' �'' 2 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS �- OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRA WNGS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE OC W/ 9" TO 12" � � � < ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND IMBEDMENT - SILT FENCE MATERIAL �-- TRAIL SLO �G ILC ► ic PRIOR TO ANY REQUEST FOR INSPECTION. OBJEC770NAi3LE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE / SECURED r0 STAKE 5 \y0 c�v o ° p z u� PON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE /r 2. THE SOILS REPORT TITLED 'PRELIMINARY GE07ECHNICAL NVVESITGATTON. DOUSE L - REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIER RANCH - ESTATES; LOTS 1 THROUGH 12, INCLUSIVE; TENTATIVE' MAP, PORTION OF REMAINDER M A­ DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PER CENT. IT SHALL BE I 18 U PARCEL (41.29 ACRES) OF PARCEL MAP NO 17446; O IVENHAIN, CALIFORNIA" PREPARED BY THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN COAST GEOTECHNICAL, DATED DECEMBER 17. 1998, AND ALL ADDENDA, SHALL BE STRICT ACCORDANCE WITH SPECIFICATIONS. A `. CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN (Af SOW . ,- `ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID 4. CUT AND FILL SLOPES SHALL BE CUT AND TRMMfED TO FINISH GRADE TO PRODUCE OG - � REPORT AND ADDENDA. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCA VAT7ONS AND - - - - - - - - -' - - - - ell cs EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER 3 _ 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER i SCREEDS SET AT 15' f U U TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT - OF - WAYS. WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BURY 6" SECTION OF TO DIVERT RUNOFF E S S Q �0 I p SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SILT FENCE MATERIAL TOWARDS ROCK DISSIPA ,L K. IMPROVEMENT PLANS. SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. - LOCATE PER PLAN 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED PLAN VIEW y PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE tk. 41022 rn - TH WITH AREAS THAT HAVE BEEN CLEARED TH A NEAT AND FINISHED APPEARANCE FREE DETAIL 3 NOT TO SCALE DETAIL 2 NO TO SC ALE d ��' " ''' s v ;: FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OFD RIS FILL SHALL BE SECURED * 4 U FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 7HE DISPOSAL OF ANY SUCH SILT FENCE INA TER SCREED `���,. �l vW� ��" 0 , A MATERIAL. OF CAS \i � .0 DESIGNED BY DRAWN BY CHECKED BY • REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK oC 0073 SCALE COMMUNITY SERVICES APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMM ED APP R VELD PHASE 1 RECREAT1oNAL TRAIL PLANS FOR STEEL FENCE POST AT SW COR INT HORIZONTAL.- NIA pp 5 7 4 - EL CAMINO DE NORTE & RHO SANTA BY: BY: d.1� REMAINDER PARCEL 12 LOT SUBDIVISION 60' S E CAMINO DEL CL & VERTICAL- N/A EN INEER OF WORK R.C.E. 41022 1 DATE: S Lr- �p DATE: S'� - q TM 97 -219 PHASE 1 0 EL 119.476 (DATUM: M.S.L.) BY: DA= MICHAEL K. PASKO EXP. 313112003 NOTES / DETAILS SHEET 2 OF 3 U M Apr 22, 1999 - 14=01 H: \12- LOT \DWGS \12TM- TR2.DWG PLOT 0 1 " -1' MA /P 13 �E) �' I f 9 f l ( / E�1A1� DAR ` ! 4 f s 1 rl <. L I f f EROSI CONTRQ� L SILT / / l J / "' �Q1 J 1 a mp. 1 FENCE ER DET' 3/2 I / / / / / C / cn f PA�CLL y EROS! C TR OL SX T ' cL ' v f7N " ' f j N G c I j F EE P DET 3/2 I ' TR �E1g0 ION C t -' t f l O O / '� �► !� �. �` ' cP �° NOTE 2 THIS EEr x�' h ° �e�/ I o x h / -A 1 x h / e N • f �x�. x - xe� / / .� .• �ry ( o �C '�' /CA! f '` o , ! 4j � D ' .� " 6 ' 12' �"? " `b �y` N DL / DI< A I ! f r 4/ rr 12. 1F7 �o+ o. r 1 ` 11 ;g+ �._ } N ► 1 / / I � �- / — DL 3 / / / Ccc) M W / ^ / N W) / / / : 04 cl m— W / / / ♦ ! / ♦ i + -� 70 ♦ / 2 Y =. 2 2 1 _ Zt� 0 2 r r �2 2 W l l i o �5 P2 W / MAeP 7 � � / / / o m ti a J h / 'rt► / 7 W f N ` . � 1�'S/Jf '� gN D / / ! �► ♦ / / ,� 1 ��U /± / r l I l I l l Sri / r LJ r , PUBLIC RECREATIONAL EROSION CONTROL NOTES NOTES �� EASEA E i D, TA 1) SEE SHEET 2 FOR EROSION CONTROL NOTES AFFECTING THE 1) THE FINISHED CENTERUNE TRAIL GRADES FROM STA 0 +5.56 TO TRAIL CENTERLINE DATA TREATMENT OF GRADED AREAS 6 +00 FOLLOW THE EXISTING GRADES EXISTING ELEVATIONS J ATRAIL SE CTION S PER DET 1/1 SEG. BEARING /A RADIUS LENGTH AQ EASEMENT STTNC C'' FCR �.. �,'' F ::I Y FUhPO5E5 FLGC. ;YA 2) SET GRAVEL BAG CHECK DAMS (1 BAG HIGH) ACROSS THE ALONG THE TRAIL CENTERLINE APE NOTED AS "(237.5)': 2�- WATER SCREED PER DET 212 w TO CITY CF E`:MTAS PER MAP 12816 GRADED TRAIL SECTION AT WATER SCREED LOCATIONS IF WATER 3�-- REMOVE EXISTING FENCE TO NEAREST EX POST 1 S52�737 W - 209.75 SCREEDS NOT INSTALLED. - �rXISTING ; -URUC TF;AIL TO CITY 3) AIL TREAD SHALL BE WEPT FREE OF EROSION CONTROL 2 N78°08 41- W 289.09 OF FNCINITAS PER DOC 1 HYDKOSEED. 3 N40 °45'40 "W - 71Z63' RECD --,/17199 r ! © EXISTING r 1&A' I C T, ., ' 'WT i � "r 4 N6c25'18"E - 88.62' OF ENCINITAS F, rl, Cam' . `4AP . OD EXISTING PL',3UC , :.Z, . ' '' I T TO CITY OF ENCINITAS F.- ' CCC 19,j^ RECD t - �(E)PROPOSED Ft,cIVATE ROAD EASEMENT PER MAP , k . r _ MAP r3 - REMAJND� 1- W 1T I _ ` +� I / 1 11/1 9_ ! i ., / ! f p � 2 -� M 25 Z / off /+ 0 _ CL E DI 0 r� eti � / rlrn<3 � / �� I Q O J �± / 1 EX W1NDMrt 1 CAUTION ! / 0 1 - 3 EX 01H / E . IMPROt .D \ / �- / / ELECTRIC °° / 1 :AIL .C710N PER 3513 -1 Go kn lloo / l – / C44 N W ; / /. D �\ DL CAUTION EX U/G ELECTRIC / ` / m W / . PROTECT ., / W ' 3 BEGIN - .60 MIN '� / :� / I .--- — / -$ �' •/ ;./ / » CAUTION Z 2 / — ._ ` DL \ _ - -_.�._ �_ •�'"'/ ,,v O / + o i O / / J EX 0/H N A !! A D � 1.100" �r Ivl � — � , � � � �'ti �' � / ... " " " ELECTRIC =. r r� 2 \\ O M ph h 0 1 N p ' -6r O / ti / �lv / 20.5 �� _ S+ _ �� j 4+ -T� 1.89C' 4: 090 �� % / / / / j EX HOUSE V . / _ � -,_ _ _ — i zr EN D A T N . � AREST POST / / 241.3 --� -- i / / MA 1 f �0 6- DL � / r t / a RE 44 DER ap x ° i H < i°' �_� u �aFE /o + / I IVI v v Y�ARCEL Q N, / M = 200 / a i A < _ 7 �`� ��' �! •� . I S1RU R / / ' / / k EX WATEP, TANK = o s y ' CAU TION i � � / / / 4-A � �� I \ EX U/G ELECTRIC / / / 1 188 7 �, ha 41022 \ �, PROTECT 1N PLACE 20 1O 5 0 4.0 �"� / / / 4 d D�IRES 3-31 -200.3 T-W 97 219 ` _ / 0 CA PH A 1 -to SCALE: 1 =20 / / / / / \ I I OF A i. Q; REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 00 SCALE COMMUNITY SERVICES DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT i DRAWING NO. " r D UNDER SUPERVISION O ^ CHISEL E POST AT COR ED W/ HORIZONTAL: 1 " =20' PLANS PREPAR RECOM DE APPR \ D PHASE 1 RECREATIONAL TRAIL PLANS FOR 5 '9�— EL CAMINO DEL NOP.?E do RHO SANTA _ BY: ��. BY: REMAINDER PARCEL 12 LOT SUBDIVISION FE RD 23' W RHO SANTA FE RD do VERTICAL: N/A DATE: zl PHASE 1 _ 60' S EL CAMINO DEL NORTE CL ENGI EER OF WORK R. CE. 41022 DATE: 15-99 DATE: 5-74-11 TM 97 --219 0 a EL 119.476 (DATUM: M.S-L.) BY. DATE: MICHAEL K. PASKO EXP 3/31/2003 GRADING / RECREATIONAL TRAIL PLAN SHEET 3 o f 3 U Apr 22, 1999 - 14 E:\PROJECTS\12-LO (C -4) PLOT 0 1' -20•