Loading...
1998-5794 I (Plans) (2) L _ C/TY OF ENCINITAS REC T r DOUB LE - LL FARMS TM9 - PHASE2 (PERMANEP4T TRA IL) PM 1 6199 i PM 154 2-1 I PM 4 8 � O I TRAIL CONTROL CENTERLINE • i EXISTING HINGE POINT/TOP SEE PLAN FOR HORIZONTAL • I EXiS7INb TRAIL - I OR TOE OF SLOPE CONTROL DAT , I ' T' ALL MIRK SHALL BE DONE IN ACCORDANCE WM1H THE STANDARD ST'E7.7FTZ'A7iOIVS Ft'JWt PUBLIC MbRICS i PER 9371-G _ TRAIL SECTION ELEVATIONS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD I PER EXTSTWO T 1RAL RAX _.,_ / `- — -- — ARE CONTROLLED BY TOP SPECIFICATIONS FOR PUBLIC WnRKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL _ — I� OF EXISTING AC DIKE STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). KEY MAP LE T10 ® I �' 6' i W WK TO BE DONE DETAIL /, � , SIVI. - DESCRIPTION STD DWG QV ANrM SHT No. 12 TRAIL EASEMENT BO VIEW RI� ® 18 It GRADING: IMPO 'T -' 1,129 CY f STA 16 +21.10 TO STA 29 +54.02 I 3 LOT No. O 100 GRADING: ! GRADING: CUT/ -IL.L -- 235 CY O 1 CUT FACE RANCH ROAD 2: � \ .ARIES � JW GRADING: REMEDIAL � 650 CY 1 ! � iH 101 E`7ST FIRE HYDRANT 2 MIN PER Pi _ � 12' 8' TRAIL SECTION ��i t „ to 3.5 MAX de � TRAIL SUCTION DET 1/`I, 21*1 13,480 SF l MAP 1 1% � • 3 �� 6 � � 6 - � � � - - _� - _, � _ _ _. .... 10I � �,\ \� � � � AC PAVEMENT REM & REPLACEMENT 265 SF _ -- -�- . EXTEND ZT SLOPE TO 11 _ DAYLIGHT PER PLAN ® STREAM FORD (12' THK FACING CLASS RSP) DET 115 1 EA qR • \�- VING NEW PCC SWALE WA TER SCREED DET 2,12 21 E O I� EXISTING AC PA 111 5 4° ����\ PHASE 2 AND 6" AC DIKE i � TYPE PER PUN II � _- - - - - -- © TRAIL SECTION PER NOTE TRAIL MARKER D ET 1/1 a to � , - ,� EXISTING � 1 SLOPE L ( W-45 TRAIL CROSSING SIGN 2 EA ... ,� , PHASE 2 ?�i^r.` i I EXISTING TRAIL - �� SLOPE BENCHING AND �� 21 FILL SLOPE 2 - RAIL FENCE DET �/5 418 L i GRADING PER DS -10 P ..r + rte PER 3513 -1 N DOW OW TYPE A PCC CROSSING .APRON (8" PCC PVMi) DET 61A3 80 SF ALL FILL GRADING AT 90% RC - 11 • i 1 t I HOLLOW - TYPE B PCC CROSSING APRON (8" PCC PVMT) DET 7/'3 65 SF PM 111 f 744 6 , • • -, I ( ROAD EXISTING PCC SWALE (REMOVE) i t 13' N i i �- TRAIL SECTION NO � �' 8" PCC PAVEMENT SEC710N DET 515 ,� 207 SF j \ - -- 6" DG AT 90% RC OVER 6" MfNIMUM OA TIVE AT 90% RC, W AG-M f," Ar.4 Uf Prg CM STD) GRADED WIDTH -12'; STA 10+00 T STA 26 +35 PCC DRAINAGE SHALE GET 3/;5 36 L IL = BROW DITCH - TPE D D - Y 7 /9" -79;+ LF I _ , , - 1, DETAIL 1 NOT TV SCALE _ �.SL ~ ~ — — r '� ? �_� - I 1 � � ` o - -- SD tai" HDPE STORM D PR /ATE - D � G TRAIL I ,�� \\ 9 TYPICAL TRAIL SECTION STA 10 +00 TO STA 26 +35 ( ) P 3513 -1 i p -- ---- ----- - -- --- CR ADS EXIS"l�'G TRAIL -- PCC IN LET APRON D -39 1 E4 R 4 PER 3513 -1 \� I ' Ip I LL �� RAN TRAIL CONTROL CENTERLINE PM I , � I 17377 i PM 1 8124 MAP 13.320 C C SEE PLAN FOR HORIZONTAL \\ coNTRa DATA ���. TRAIL SECTION ELEVATIONS � j KEY MAP \� ARE CONTROLLED BY TOP - *X --*)(- SILT FENCE DET 2 600 'ti.F 11 OF EXISTING AC DiKE SCALE. 1"=200' I 6' 6' 000000 GRAVEL BAG 465 EA CREA TI NAL AIL 0 �: H DEX R N TE SHEET 12 TRAIL EASEMENT , , , GRAVEL BAG CHECK DAM .DET 1/6 1. THE FINISHED TRAIL SURFACE SHALL BE FREE OF BRUSH, ROCKS, DEBRIS No. TITLE 18' . , _ 1 AID OTHER OBSTRUCTIONS STA 16 +21.10 TO STA 29 +54.02 HYDROSEEO SLOPES f1,90O SF ....... ....... Z 'HE LONGITUDINAL GRADE OF TRAIL SHALL NOT EXCEED 201 1 TITLE S� ET DOUBLE LL I 2 NOES DETAILS 3 GRADING / RECREATIONAL TRAIL PLAN RANCH ROAD 8.5' d am' 1 THE CRO:'S -FALL GRADE OF TRAIL SHALL NOT EXCEED 5% 4 GRADING / RECREATIONAL TRAIL PLAN \ i� OG NO QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHALL NOT BE USED Fr" 4. MAINTAIN A VERTICAL CLEARANCE OF 12' OVER THE TRAIL SECTION. 5 DETAILS 12' 8' TRAIL SECTION ,� CONTRAC7URAL OR FINANCIAL PURPOSES. � Smem 6 EROSION CONTROL PLAN i i - 1 ESCRI PLAN S" WOL •D PTiaN I . GRADE EXCEEDS 7��EEU�SPf�� BE PLACED AL E TRAIL 1 CUT FACE FIVE 2: . Al EEr � __•" - -�- .. 3,2.2 (5) VERTICAL FEET AS NOTED ON THE PLANS - REFERENCE DETAIL 2, SH 2 EXISTING GRADE - --- -- -- - - -.�- -. " k'LL :7 _: ES (2:1 MAXiMtlli) EXIST P ►� AC PAVING EAnNEEOR OF WCAK DE(MARA77ON FINISH GRADE �'_� CUT SLOPES ( . t MAXf'MUIM) AND 6" AC ^.'KF ____ ___ • TRAIL SECTION PER NOTE ....." i° � EXISTING C0 PROPERTY LINE I HEREBY DFrL ARE THAT I AM THE ENGINEER CF WORK FOR THiS PROJECT, THAT i HAVE FIN/SN GRADE CONTOUR -rt CENTER LIVE EXERC SED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION F'03 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS TRAIL SFCTiON NO .. . �- DAYLIGHT LINE Nx DIREC7 ON OF FLOW AND GRADE C)N3ISTENT 10 CURRENT STANDARDS. 6" DG AT 90% RC OVER 6" MINIMUM NATIVE AT 90% RC, (i D6 AR 6 A/AmerPrR CTTI'Sri „ I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY GRADED WIDTH =8; STA 26 +45 TO STA 29 +55.17 (� THE CITY OF ENCINlTAS iS CONFINED TO A RE'IEW ONLY AND .00ES NOT RELIEVE ME, � I AS ENGINEER OF *VRK�OF MY RESPONSIBILITIES FOR PROJECT DESIGN. .Q C,' DETAIL 2 NOT ' 0 SCALE OWNER STA TEMEW TYPICAL TRAIL SECTION — STA 26 +45 TO STA 29 +55.17 - • - ^Z �9P 0 DOVE HOLLOW IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS MICHAEL K. PASKO DATE: I� ROAD (PRIVATE) �tE R S �� IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGIS CIVIL RCE 41022 EXP 3/31/2003 1! 'C� o ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITiONS TO THESE PLANS WHICH THE CITY 135 LIVERPOOL DRIVE SUITE D. CARDIFF', CA 92007 (760) 753 -1453 � � I < DOUBLE LL 1, MARK BURWELL, A CERTIFIED ENGINEERING GEOLOGIST IN THE STATE OF CALIFGRNI� ENGINEER DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF O RANCH ROAD AND 1 V`IA SINGHANET, A REGISTERED CIVIL ENGINEER iN THE STATE OF CALIFORNIA, IMPROVEMENTS. Z ���► JACK (PRIVATE) PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHI VICE HEREBY ENGNEER OF WORK NOTE CP Underground Service Alert CERTIFY THAT A SAMPLING AND STUDY OF THE SOiL CONDITIONS PREVALENT WITHIN TH19 c�� IFER /N I FURTHER AGREE TO COMMENCE W ORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS ] I O GP SITE WAS MADE BY US OR UNDER OUR DIRECTION BETWEEN THE DATES OF JULY 1997 Ci WITHIN THE EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE PAP AN R ANY NTRA RA R N+ORK PURPOSE THE � � Z LU � � AND DECEMBER 1998. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM � g�R�vF CFO CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WW'bR Celi : TOLL FREE �C/1VG PRIOR TO USING THESE PL S -F0 CO CTU L 0 2 p � THIS STUDY, WITH OUR RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE „ �(< DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER W1�RK ASSOCIATED ENGINEER OF WORK SHALL BE CONTACTED IN WRITING FOR HIS CURRENT WORK CITY ENGINEER. FURTHERMORE, WE HAVE REVIEWED THESE GRADING PLANS -AND CERTIFY W 21� WITH THE PROJECT OR UNDER MY CONTROL AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY: BE MORE 1 _ 800 THAT THE RECOMMENDATIONS INCLUOED-IN THE SOILS REPORT FOR THIS PROJECT HAVE 5 7 � 5-31-00 RESTRICTIVE T ,, � HAN THOSE SHOWN HEREON; AFFECT THE WORK, AFFECT THE COST BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR ,♦ WWiLL BE OF THE WORK VICINUY MAP x . 422 -4133 �� � * RETAINED � TMEER�N� ALL GRADING A CTi VITY AND ADVISE ON THE COMPACTION AND Q F E S S I O � " NO SCALE TWO WORKING QA1rzS 9EFORE YOU DiG �. 9 9 t � � Q ��� K A AS BUILT SIGNED � S 9 ��► C. E.G G. 2109_ DATE �{ f, �1N SIGNATURE: � - MARK BURWELL, c F ? �, � a fs,6s OUVENHAIN MUN. WATER DIST. ENCINITAS FIRE PROTECTION EXPIRATION DATE 5 -31 -2000 �� ->y 2 y o 0 ♦, P.E. 41022 EXP. 313112007 DATE DISTRICT COMMUNITY DEVELOPMENT w ' T82 �+ m OWNER CHRISTOPHER LLOYD �� cr Exp. 12 -31-01 - ADDRESS 2572 LONE JACK ROAD, OLIVENHAIN, CA EXPIRES ��- >w REVIEWED BY. SIGNED: 8 -S-9 cA - GQ� %p C1 YI1. , i►� ! WTHAYA SINGHANET, R.G.E. 782 DATE �, TFCn-AaN �� ASSESSOR'S PARCEL NO. 264- 241 -13 ' OF ` V A F C C; pP CAI. INSPECTOR DATE' BY: 8853 DATE': BY: DATE: BY: DATE: EXPIRATION DATE. 12 - 31 - 2001 ALF TELEPHONE: 619 756 -1665 DESIGNED BY DRAWN BY CHECKED BY REVISICNS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE COMMUNITY SERVICES MP Da I MP TEN APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWNG N0. /TAD aEr s Jdf3 ' 1140 a I CHISELED SQ TOP HDWALL MARKED W/ � . PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR D ` [� ERMANENT RECREATIONAL TRAIL PLANS FOR 5794 1 � omc#, SNT 4 --.*P 8 I T O STEEL FENCE_ POST AT SW COR INT , HORiZONTA&. - Y: �1 A PARCE 12 LOT SUBDIVISION EL CAMINO D.L NORTE & RHO SANTA N/A . / � BY: 8 REMAINDER P AST �xs ��� . (. �D3 t /lm7�' FE RO 23' W RHO SANTA FE RD VERTICAL: �` �� - TM 9 7 - 2 19 PHASE 2) . 60 S EL CAMINO DEL NOREE CL N/A -t 9 ENGINEER OF WORK R.C.E 41022 DATE: - �_ [).A (LoA7UM: V.S.L.) BY. f ATE: MICHAEL K. PASKO EXP. 3131 12003 TITLE SHEET SHEET 1 OF 6 � U Jul ;'7,1999 — 13113:39 H:\12—LOT\DWGS\12TM—TR1.DWG PLOT O 1' =1' I t a • A ` s "ENERAL IMPROVEMENT NOTES .GRADING NOTES GRADING NOTES (CONTINUED) 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING DEPARTMENT FOR A. GENERAL (CONTINUED) D. EROSION CONTROL 3 ANY NIORK 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. 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE IW►TH THE CITY OF ENCINiTAS S„ 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 774E 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 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY USE CARSOVITE DUAL S0E OF ANY CONSTRUCTION OUTSIDE THE PROTECT BOUNDARY. DEVICES WHEN RAIN IS IMMINENT. RECREATIONAL MARKER 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY - MONUMENT OR BENCH MARK WHICH 1• (C1B -380) OR APPROVED 4. ALL UNDERGROUND U77UM WWTTHfN ME RIGHT+OF -WAY SHALL BE IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED 3. DEMCES 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, CINL ENGINEER OR A LICENSED LAND SURVEYOR. OF THE ENGINEERING INSPECTOR. 2 CROSS - GUTTER 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* 3. THE EXISTENCE AND LOCATION 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 HEIGHT 06" 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. 4* KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE & GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE AFFIX DECALS TO BOTH SAES PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO 5• IN THE SAME POSITION ANY EXISTING�ACIUTY SHOWN HEREON AND ANY OTHER WWl-I►CH 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 SA TURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDA CIRCUMSTANCES WHICH MAY ARISE. LOCATE TRAIL MARKER PER PLAN 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY TO BE DONE SHALL 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING MEETING HAS BEEN 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS OFFSET 18' FROM TRAIL TREAD BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CJML ENGINEER; TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND SOILS ENGINEER; GRADING CONTRACTOR AND PERMiTTEE. THE PRE - GRADING MEETING SHALL HAZARDOUS CONDITION. S'- 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 gyp; REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES 633- 2770. 7. ALL- ROSiON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL . BE INCORPORATED HEREON. 1: CITY OF ENC/NiTAS 7 THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS a ELECTRIC COM PAN Y PRIOR TO 10. PRIOR TO HAULING DIRT OR 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 MUST DRAIN AWAY FROM THE FACE 3: BIKE COMPANY REPRESEN TA Ti VES APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER OF SLOPE AT CONCLUSION OF EACH WORK DAY. A GE ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE UNDERGROUND SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE 4 ' �� INSTALLATIONS. FOR LOCATION OF ELECTRICAL 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 5: NO MOTORCYCLE A APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY TELEPHONE : (800) 422 -4133 11. UPON FINAL COMPLETION OF THE %VRK UNDER THE GRADING PERMIT BUT PRIOR TO PERCENT (40X). SILT OTHER DEBRIS SHALL BE REMOVED AFTEI? EACH FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED RAINFALL 9. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING CERTIFICATION SHALL BE PROVIDED STATING: " GRADING UNDER PERMIT NO, 5794 - WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY PHASE . HAS BEEN PERFORMED iN SUBSTANTIAL CONFORMANCE WITH THE APPROVED 10. SHOULD GERM /NATI�V OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE REPRESENTATI VES. IMPROVEMENT PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT OF GRADED SLOPES (9OX COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE boon E: ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE UNDERGROUND SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WMTH SECTION 35.023 OF THE INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC SUCH GRADING OPERATION. EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT TELEPHONE COMPANY. OF CONSERVATION. TELEPHONE : (800) 422 -4133 1 11. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6 :1 OR STEEPER - 9. IT SHALL SE THE RESPONSIBILITY OF 1H£ DE�ctOPE14 TO CONTACT THE UTILITY (HORIZONTAL : VERTICAL) WHEN THEY ARE: AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF � 8. N[�Tl�CA 370NS a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS . RELOCATIONS, IF NEEDED. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES AND STRUCTURES- FIVE FEET OR OR MORE IN HEIGHT IN CUT AREAS, UNLESS THE SLOPE IS NOT SHOWN ON THESE PUNS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE 10. ALL TELEM90N SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS. FOR BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U TI LITIES EXCEPT AS SHOWN ON THESE MATERIAL AS APPROVED BY THE CITY ENGINEER DETAIL 1 NOT TO SCALE LOCA OF CABLES AND APPURTENANCES CONTACT DANIELS CABLEWSiON: PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TELEPPHONE: (800) 422 -4133 TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS 12. TYPICAL HYDROSEED MIX TRAIL MARKER THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES 2000 LBS /AC (MIN) WOOD FIBER MULCH 11. DELETED : NO PUBLIC STREET LIGHTS. OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION -OF UTILITIES 1000 LBS /AC (MiN) AMMONIUM PHOSPHATE SULPHATE AND NOTIFICATION OF COMMENCEMENT OF WORK: (16 -20 -0 W/ 15X SULPHUR) 12 NO PAVING SHALL BE DONE UNTIL EXISTING 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 SHOW/ HEREON ARE FOR INFORMATION ONLY CITY B. GAS &ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - (619) 232 -4252 13. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SC'IL AT THE OPTIMUM LEVEL 12 AIDE X Q FOOT LONG X 1/4" THICK RUBBER SHEET OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF FOR THE GROWTH OF THE- HYDROSEED. SST TOP THICK RUBBER 2" ABOVE ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. C. WATER - OUVENHAIN MUNICIPAL WATER DISTRICT`- (760) 753 -6466 FIN ISHED TRAIL SURFACE 14. DELETED �`O PUBLIC STREET LIGHTS. D. TELEPHONE - PACIFIC BELL - (619) 298 -0595 STANDARD ABBREMa 110NS 2" � ACD AC DIKE JT JOINT TRENCH M :: 6j - IMPROVED 1ST THE CONTRACTOR SHALL REQUEST FROM THE CITY OFANGINEER'S OFFICE A E. CABLE T.V - 1- 800 -422 -4133 DIG ALERT AP ANGLE POINT LP LOW POINT AIL SECTION PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR 1- 800 -422 -4133 SUCH A MEETING. PHONE: (760) 633 -2770. BW BOTTOM OF WALL LT LEFT r 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WffCH 2 BEGINNING NNING CONT RACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR 1O cL -2 CLASS 2 OG ORIGINAL GROUND IS DISTURBED OR CESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. CO CLEAN OUT 0/H OVERHEAD r tw CiML ENGINEER OR A LICENSED LAND SURVEYOR. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE CTB CEMENT- TREATED BASE OSD OVERSIDE DRAIN 16d HOT- DIPPED 17. THE DE'VELO'PER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER 760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT GALVANIZED NAILS SERVICE�Y CH�SEt1NG THE LETTERS "S" AND "W RESPECTIVELY, 2 INCHES HIGH INTO THE 0 REJECTION AND REMOVAL. DBL DOUBLE PH PHASE AT 12" ON CENTER FACE OF CURB. T DE 213 DETAIL Z SHEET 3 PP POWER POLE STAGGERED TOP 2X6 PRESSURE TREATED � DF DOUGLAS FIR PT PRESSURE TREATED AND BOTTOM D.F., No. 2 OR BETTER 4& THE ADDRESS OF EACH LbT SHALL BE PAINTED ON THE CURB IN A MANNER AND DL DAYLIGHT PVMT PAVEMENT ,LO APPROVED BY THE INSPECTOR C. GRADING 19. ALL WORK DONE SHALL BE IN A CCORDANCE WITH THE STANDARD SPECIFlCATIfTfYS FOR 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR ESMT EASEMENT PVT PRIVATE PRonLt I S�'c11ON UNDER THEIR DIRECTION. THEY SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT EX EXISTING RC RELATIVE COMPACTION PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE' SAN DIEGO STANDARD SPECIAL AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. THEY SHALL FG FINISH GRADE REC RECORDED, RECREATIONAL mi PROVISIONS TO THE STANDARD SPE IFiCATIONS FOR PUBLIC WORKS CONSTRUCTION SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL ' (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO MATERIAL. UPON COMPLETION OF GRADING OPERATIONS THEY SHALL STATE THAT THE FH FIRE HYDRANT RSP ROCK -LOPE PROTECTION �►'► REGIONAL STANDARD DRAWINGS (LATEST EDITION). OBSERVATIONS AND TESTS WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT 18 X 18' X r DEEP IN THEIR OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN FL FLOWVLINE RT RIGHT 1 -1/2" ROCK DISSIPATOR ACCORDANCE WiTH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND FOC FACE OF CURBAIKE SO STORM DRAIN - EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE } fp HIGH POINT TW TOP OF WALL - - - - - -- --------- - - ---_ 2. THE .GRADING NOTES POSITIVE S PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE !E INVERT ELEVATION U/G UNDERGROUND WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE A 0 21ERAL AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD INSTALLED. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE- •�,� ---- TRAIL SLOPE � k aS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND �A', PRIOR TO ANY REQUEST FOR INSPECTION. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE in UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUWAL SOILS SHALL BE - Z. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION, DOUBLE L REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED \ RANCH ESTATES. LOTS 1 THROUGH 12, INCLUSIVE, TENTATIVE MAP, PORTION OF REMAINDER TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PER CENT. IT SHALL BE `�- PARCEL (41.29 ACRES) OF PATtiCEL MAP NO 17446; OLIVENHA1N, 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. CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE REPORT AND ADDENDA. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER ! SCREEDS 3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,, LOCATION AND OF WORK AND LEFT IN A NEAT AND ORDERLi' CONDITION. ALL STONES, ROOTS AND OTHER TO �� p f E S S / ti TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT - OF - WAYS. WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES W41CH ARE LIABLE TO Q� 0 �1► TOWARDS ROCK D ►SS/PAT't RS 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 p �,� K. 10 7� IMPROVEMENT PLANS. SLOPES SHALL BE ROUNDED IN ACCORDANCE IMTH THE GRADING ORDINANCE. - LOCATE PER PLAN ��` V `W`� 4 PLAN WG II o 5. ALL TREES,, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, "' z �.,► PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE C.9 rn THE AREAS THAT HAVE BEEN CLEARED WiTH A NEAT AND FINISHED APPEARANCE FREE DETAIL 2 Ivor To s+cAtE d ° 3-31 FROM UNSIGHTLY DEBRIS. APPROVAL -OF LOCATION OF DEBRIS FILL SHALL BE SECURED ♦` 'w FROM THE CIyiL � ' SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH WA TER SCREED F MATERIAL ,�. A DESIGNED BY DRAWN BY CHECKED BY ' REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE MP MB MP N APPROVALS CITY OF ENCINITAS N I TAS ENGINEERING DEPARTMENT DRAWING N0. 9007 . A-P s / �� 3 ST CH ISELE D ENCE POST AT SW HDW M A R KED W/ HORIZONTAL- N/A PLANS PREPARED UNDER SUPERVISION OF RECOM E APP VED PERMANENT RECREATIONAL TRAIL PLANS FOR 5794 - i �' REMAINDER PARCEL 12 LOT SUBDIVISION EL CAMINO DEL NORTE & RHO SANTA BY: BY FE RD 23' W RHO SANTA FE RD & VERTICAL: N/A ���i(� 1 DATE: t- -Z -" _ PHASE 2 60 S EL CAMINO DEL NORTE CL ENGINEER OF WORK R. C. E. 41021 DATE: -/� - �9 DATE: 1 11'4 TM 9-7 81 EL 119.476 (DATUM: M.S.L.) MICHAEL K. PASKO EXP. 31-3112003 NOTES SHEET 2 OF 6 V Jul 27, 1999 - 13 H:\12-LOT\DWGS\12TM-TR2.DWG PLOT O 1 " =1' • 8, 12' TRAIL EASEMEN 12' A M _ 5 1 ' 5' 8' TR 5' All SECTION JIB - -- _ _ _ = -'- P • To OF o � _ - - _ - �� Sc► " R � 200 - _ _ _ - _ . _ . __ _ _ _ _ _ - - CURB PER G -1 �,� - _ - - . _ INTEGRAL W/ APRON g1 ,�,.E. 8" PCC APRON �r,'�► ;� Ao -- -- -- - --- - - - - -- __ _r ,���' (SHOWN OUT OF SECT] FINISH O , 1► - _ (520- C - 2500) W/ � HEAVY BROOM FI TOP OF 50 ` Ui - - - ATA flc �+ : - _ _ :. : _ _ _- _ : -:- _ - .. � :: - ` - - - - - _- .. - : - - :. - - � WEAKENS � r - '` P ._ o - _ - _ - _ ___ _ _ _ :__ -: _ __ .____ ___. - D PLANE JOINTS ` ENTERLINE DATA E TRAIL CENTERLINE DATA OPEN SPA E �ASEMENT FOR -. 1. _ _ _. -. FLOODWAY PURPOSES PER MAP 12816 w `•. ' :.: >.: r: ' �. -:. •... : ' :` SEG. BEARING / A RADIUS LENGTH SEG. BEARING /A RADIUS LENGTH t10DQ 8 CL 2 UN1 DiTR C PER DOC 3 TOTA� ADS I N -12 OR EQUAL I W 8 43 CL -2 BASE 1 N10�0 OOW J 53 58' 11 11 S69 39 35" W 8876 W - 186 51, C L - - _ " 2 14 31 200. DO 51.40 1 N84T3 . + �-. I COMMON PROFILES & 6 CLR BETWEEN 77- 296591 REC. 7/25/77 _ ._ _ _ ... _ __ _ PCC BACKFILL ' _ ) _ • z _ _ - . _ o - TRENCH SIDE WALLS SAWCUT & REMOVE EX ACD & EX AC 3 N4�3 31 E 32723 S67 09 W 16081 - _ N (520 -C -2500) ©EX 12 PUBLIC TRAIL ESMT TO CITY OF 4 REBAR O 12 OC 3/4" GRA VEL PVMT (3.5" AC / 10" CL -2 PER DWG PIPE do TR - "} 1 _ ENCINI TAS PER DOC 1999- 0350891 PER-- D -. -39 -' - - " BEDDING 4" THK (8352 -R) REPLACE W/ 4" AC / 10" CL -2 PV OR REFE ONLY 14 S6 °42'12 "W 63.•70 REC. 5/24/99 _ _ _. _ _ f _.. _ -- _ _ EW IN SLAB CENTER S79 °40'00 "W 06' - _ _ - DO AD 45' X 8' PUB 0 CITY OF , o _ S CALE. 1 * 2' CENTERLINE DATA T0'00 "E 79' DOC 1999 - 0094719 STORM DRAIN TRENCH APRON PR DO LL RANCH RO D E BUC TRAIL ESMT T D. G. o _ _ __ _ - - 6" CURB 1 S10 - 21. REC. 2/17/99 + + W :_ CL 12" PRIVATE SD O 2.77 17 q -____. _ -___ __._ _ i �- PER G -1 6" C SE G. BEARING/ 0 RADIUS LENGTH 1 S57 °40 W 5358 - . HGt - _ _ : PCC PVT SO OE EX f5' PUBLIC SEWER ESMT TO - _ .: CUR - ER - °39'35 "W 666. 04' S69 °39'35 "W 83' CARDIFF SANITATION D S7R CT ER DOC - - _ Qin 1SS Cf� _ 8 ,� •- __ _ -- - - _ TR ANS �DITCH 11:1STO VERT 1997- 0414957 REC. 8/27/97 P - TRENCH S69 BACKFlLL G 1 6 1 12 0100 18 8 cfs /8J, :_ _ OVER 4 MIN LENGTH (TYP) i �, Rt 7 32°06 20 1000.00 560.35 19 32 20 982.00 550.26 , / X TR I T TO CITY OF ___ 2 29 f. . 5 _ .. 4 �� F ENCINITAS MAP 13791 48 S) � ti ' -- --- - - - - - - - R THROUGH 5O NOT USED ) PRIVATE STORM DRAIN 1 6� � 1,R ©PROPOSED 10 T K — - -- AND 7 +44.97 27. ESMT FOR CONSTRUCTION _ _ PCC D H PER 8 _ _ - - - - - - MAINTENANCE PURPOSES 85. 3 = -- - SCE DET 3 / SHT 5 N01E LLRRd 1 FL MA I - - - - - -- - - - - - - - - - - - " f THE FINISHED TRAIL GRADES FROM STA 16 +20.22 TO STA 29 +55.17 ARE ' ONTROLLED BY THE TOP OF THE ADJACENT T 112 - TON RIP RAP (3.S �THK / t _.__. - _ - CtTY` �1N� 832=1 - - - - FEN CE -- E O 2) NO PROPERTY LINES DOUBLE LL RANCH ROAD CENTERLINE INTERS NS. - - AND R LACED AS NEEI)ED TO INSTALL; THE -_ ^ 3) WORK ITEM STATIONING IS RELATIVE TO TRAIL CENTERLINE STATIONING UNLESS OTHERWISE NOTED. _ N -S�kLt __ _ __ _ ' - _ 19 w 4� NEW SANITARY SEWER LATERAL DATA AND WATER SERVICES ARE SHOWN FOR REFERENCE ONLY - WORK TO BE DONE BY W 3 - - I W OTHERS. CONTRACTOR SHALL COORDINATE HIS EFFORT THIS WORK. SEC 7�ON A T PIPE OUTLET o / 1 / - ) CONSTRUCTION WITH INSTALLATION OF NEW UNDERGROUND SDG TV do � cn 6 WIDE BORDER CUT W R T COORDI TRAIL d�E, C A Q Q � GROOVES & 3/ 8* BULLNOSE �- TELEPHONE SEROC S BY OTHERS. 0TH SID OF LOIN EDGE - w � ao ; TRAIL TREAD � ALONG W WORK ITEM LEGEND /j - CH (INDIC BY _ _ _ _ . _ __ _ _ _ __ " PCC BROW DITCH PER D 75, TYPED I N SLOP - J 9) �' $ 6 0 EX 6 ACD 3 � 2 -RAIL FENCE PER DET 4/5 - - LOCATION � Ex_ __ __ _ 7� REMOVE EXIST PIPE CORRAL FENCE OWNER TO DIRECT ON SITE STORAGE - - - • - , - `- - - MODIFED D -75 PCC DRAIN SWALE (TYPE A OR TYPE B PER DET 315) SCALE HpRIZ: i" = 20' + :. - 8 9 TRAIL ( SECTION PER DET 1/1 _ ...___ _ _ DETAIL 1 NOT TO SCALE 18" PRIVATE - -. - 11 VATE SD (HDPE OR ABS) - SEE STORM DRAIN 2.1 -SD -1 PROFILE AT LEFT -- -- - -- - - & TRAIL MARKER PER DET 12 2+150 _ _ - 1 TRAIL CROSSING APRON PRIVATE STORM DRAIN CROSSING M i A CAUTION ! _� N I A T A a EX 01H - T i yr i /� � A h� ? 'Q S / 3 Q 4r v 7 ' EA. 8 "0 x 24' PVC v V '�� x ; ELECTRIC A �°� � f _� / TM 9 7 —,� 19 Q� PER DET 1/5 i n ^r h �9 V A 2 �RF o - �, ��- Y PHASE 2 r - + - 7^ f _ IVIr1i � i 1 v 12 W ' N 5% I !1T n V tP� L_`J I O � �� — CL N 1 t o r �, N PVT RD IMP VEMENT5 Q- _� - - Q E N L_v I .. b PER 5794- SHO r� oo 7 END / r• 4 i ` D o `-� N o �' �_ _ FOR REFEREN E 4 Y - h Q �q / C 'r 0� �P Q` z R �f ?�. y n 7 / m o m o `� Q J Q o 9 - O - M , BEG �" cr Z -o ° a Q �° 6 � L �� h� 1 v \�cT O - + cr 15 +42 / O O g� �' O c� �N t m o - c� 0 ' - 1 / p 3 m o _ �► G� 6 _ W o Q Z `� ° '� `` - O C 6 6 I P ti %Q %" �` 8 F goo ozz + W m i S`� 4C 'fir ° ��, cr ° cr_ r �� - .b - w 4r / �� ,�� �. - o - J c z s ►� p ° 1 w ' o � ­ r_ 0- °� \ c 4 `/ 2 m m �o ,� �� ,�.\ `�' - �� 59; W z N o c,► cJ, r► An y 6v • V N m p �. r _ -o`i� Z '�� ° w �' ass U I I + c�� G �C, ��.�Q� vQ ~ �� ^`�� - -�— w ) N' O z � \ < c��<" % � ° � �'� Q'�' �QO a �., � lit �S v m w �S) o -1, s ?s8 I' cn Q L Nw f Q o 6' SOX, /ZXB m J q C9 Q'� p 5'� cs o k ,�, �� - - - - --_ Q - L O T ! �i �c -� EX TRAIL ao '^ 8 TYPE B z F a`S m; w �, ,r^S Q' A o I 8 W �� f 99 78 AP o QUO - Q e N a i \ ao Q L`' MARKER w h PCCP�ON c / . cp I 1 ► i ( r` ?s+ c 4 +3 4 ^~ - -- f - - - -- - - - -� � _c� _ -._ B _ 7 F DL o VN 1 ! + Z �aa 5 ? f \\ // \ ± - S Nr,� 3 T l \ F \� Z l 0 z � _ m r 4 8 TYPE A d G R � / �a a ° \\ EX RCB PER /L= - - _ - y. - a _ op N • ,_.� �- tea" _ _- —_ �_ } F 8352 -R // as - � - - - a " Q __ - _ x o �" I 476 r Q 18 - p O _ e _ G ._ I La �7.8° I •; /^ 1 11 r te+ �� —° -- — — — - -- o — _ J_ -- -- - _.- - - - p op es I R c o rn w M L, - - - - - - -- PP rm -7 o G r IV 3 Z v 2 O 690 -1 1 PHASE 2 SUBDI VISION EX GUTTER +o0 1 EX ACD f ,� EX ACD ( BOUNDARY EP if F -- 0. 6tQ0 DOUBLE ,LL RAH ROAD 4 +00 3 +00 2 +00 > ' EX 0/H 7 PHASE 1 20 I Q m 390 .. PRI VA TE ROAD) EX " PVC SS EP /I ELECTRIC SUBDI w9QN 1.5' 0/6 + "� 0 2 + It EX PCC GUTTER c —. ART""' .– — ._.._... .... _ _.ri.�.. _ tp �� — �€ �Rir '�Ir X . i .w A A ----- JT J T JT II JT - ,- ' S + J JT 0 7 +52 NEW 1 -1 /2" WATER- XI T L °' o `� ti �,I/ f1E' B JeADM F / EX 32' PVT RD ESMT 6 U o + ^ SERVICES BY OTHERS) p W E S �1 /G TEL, EX AC O -� c6 // \\ \ ON EX C TS (SZd'C'ZSGb F E S S A ( W - ELECT do CA 7V OSD J + a I // - \\ , \ _ is - - - - - _ 1� l K. '� ►-� �— o PER MAP 12816 O Q R E O N l co .. // cn \\ t J GTB CCESS ``' `Z`� 7 e Lr) ' 41 — — — — � N — — � Q �' — — ko m I n T // \\ I n T �, 4 b 20 10 5 0 20 40 �� : up C/1 , _ �,,_ �, o 0o o . v I r // o D \\ L_ v I �oA� �s T�+x) N o _ -4 _ LO Z m Q mom EXIST ROCK -LINED _ I V l� i I .... ` ll // \\ I V I �-, a s l� I I r 1 �, No. 41022 ,,, �„ o a �- m U �,, o _ _ ' -P SCALE 1 cA, : = 20 W .. V _ - d EXPIRES 3 -31 -2003 � p __j m DITCH PER 4402G — o - _ - I - - - - - - - - - - _ T _ V U °' e — — 4 W "� 3 °� + EX 30" S PER - _ _ - - I EX CTrB `:. -. _ _. _.. _ / TiP/S /kN/ E N� CAUTION ! ,9 C 1 V I - �` A -� 44 02 -G - / j 1 rn s ,v EX 0/H - lE' Q , ? / i \ DETA� l- 2 d �%'M�4AC•SCaPL� ' ELECTRIC OF CA�� 6 DESIGNED BY DRAWN BY CHECKED BY - REVISIONS APPROVE DATE REFERENCES DATE BENCH MARK OC 0073 SCALE MP DB MP TEN APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. 1 �1G�DQCCA/rcW5 i'P I7 �O CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOM D APP D \ PHASE 2 RECREATIONAL TRAIL PLANS FOR As /L�3 .0//5 STEEL FENCE POST AT SW COR INT HORIZONTAL: 1 " - EL CAMINO DEL NORTF & RHO SANTA BY: L-. BY: REMAINDER PARCEL 12 LOT SUBDIVISION 4 ,Q o FE RD 23 W RHO SANTA FE RD & VERTICAL: 1 =4 � �� � DATE• PHA > 'e 60 S EL CAMINO DEL NORTE CL DATE: DATE: 1 "�� 9 a TM 97 21 9 0 .d EN 1 NEER OF WORK P. E. 41022 // - /,Z. 9 '° EL 119.476 (DATUM M.S.L.) MICHAEL K. PASKO EXP 3/31/2003 GRADING / RECRE -ATIONAL TRAIL PLAN FSHEET 3 OF 6 U M 2 O v Sept 18. 1999 - C5 -3729 E VPRCJECTS\12- SGT \DWGS \l2- ,P3 -3.DWG (C - 4 ) PLC,T Q� =20 0 0 i g � x PHASE 1, SUBDIVISION BouNjvARY — 7 rz c%4 f NOTE.- c I A L * THE EXISTING LANDSCAR� IRRIGATION SYSTEM LOCATED ALONG THE PARCEL 4 DOUBLE ANCH C,4 ROAD FRONTAGE SHALL BE RELOCATED OUTSIDE THE NORTH OF THE TRAIL EA ENT. rfl ANY EXISTING LANDSCAPE IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED > 04 WITH LIKE KIND PLANTING TO NE SATISFACTION OF THE CITY ENGINEER. / ____ __ - - DfTH C, 4�3 X TOREMIIN tX �- C 7 A V 2 ------ ( 0 _j w o / I / I VT _j Co- 2 3 11 to 2 CL Q. L + + => => => DL (06 C14 04 -- �i 14 _ + 40 \ G_ X 7 CL 0 L -Z H + o 2 uu DL %.� - 0 d 16, 4. o 31 + 20 0 0____ - , --- IV:- L., r Pvc Ss ev TX 6 + F + EX 6 + + + C%4 ' PER CS 14� A CD �/ 6 + 18+00 25+ 8 25+47 T,, �o to 16+00 9 + ' V ACD 154 MX 21 04 C%4 c C\k 0 .-q 0 A 12 C-4 4 4 -id- (D (0 D O UBLE LL 'N 'RANCH ROAD 276. 22> A 9 JT —4--—1 0 CL C A EXIST -1 -)k A I _7_7 N I I k A I I r) A K i r r E:) F > 24 3 ' TE lvl I RE (STOP) L EXIST 32' PRIVA lvl_ I r k A A i I\Llvlr - \Il ROAD EASEMENT s A [:) f N r I M a 1 0 PER MAP 12816 PUBLIC RECREA TIONAL DOUBLE LL RANCH ROAD I — I A I m > < TRAIL CENTERLINE DATA CEN TERLINE DA TA Q Ivi I rn Z � < WRK ITEW LEGEND NOTES: SEG. BEARING /A RADIUS LENGTH SEG. BEARING /A RADIUS LENGTH w 72' " "� _- .�! 1) THE FINISHED TRAIL GRADES FROM STA 16+20.22 TO STA o REMOVE EXIST PCC D-75 DITQ4INDICATED BY w - PCC BROW DITCH PER D- 75, _ k6PE = 3%) TrPC AS 29+55.17 ARE CONTROLLED BY THE TOP OF THE ADJACENT 32 9 06'20" 982. 00' 550.26' 32 1000. 00' ' 560.35 C14 3 0- 2-RAIL FENCE PER DET 415 EXISTING AC DIKE ELEVATION AS SHOWN ON DETAILS 1 & 2, SHEET 1 AT PROPERTY LINES ARE DOUBLE LL N78o13'29"W - 606.03' N7801329"W - 606.60' + WATER SCREED PER DET 212 2) STATIONING NOTED < 0 > <�> 0 & 5 PCC CROSSING APRON, TYPE B, PER DET 715 RANCH ROAD CENTERLINE INTERSECTION STATIONS. 13 ° 49 ' 35" 368.00' 88.81' 9 13 350.00' 84.47' 0 ( D6- PCC CROSSING APRON, TYPE A, PER DET 615 _ 3) WORK ITEM STATIONING IS RELATIVE TO TRAIL CENTERLINE <a 0 & 8 MODIFIED D-75 PCC DRAINAGE SWALE PER DET 315 (MIN. SLOPE 1.0%) STATIONING UNLESS OTHERWISE NOTED. 49> S87*56'56"W - 77.02' S87*56'56"W - 11 1. 02' _ TRAIL SECTION PER DET 1/1 4) NEW SANITARY SEWER LATERAL DATA AND NEW WATER SERVICE 9 10 TRAIL SECTION PER DET 211 LATERALS ARE SHOWN FOR REFERENCE ONLY - WORK TO BE DONE N63 12.53' BY OTHERS. CONTRACTOR SHALL COORDINATE HIS EFFORT WITH THIS X 12 PCC TRAIL CROSSING PER DET 515 WORK. S87 41.00 M TRAIL MARKER PER DET 112 > - 5) MOUNT W-45 SIGN TO 4x4 PT DF POST. SET BOTTOM OF SIGN Gy- W-45 TRAIL CROSSING SIGN (SEE NOTE 5 AT RIGHT) AT 7 CLEAR FROM FINISH GRADE & 3' FROM FACE OF AC DIKE. Z oi Ix' Q: V41 Q 1 fl, I I ­ ..- ­ Q.- 0 V: l , - L \J I - 1 4r) N) r ki j�N 110 cI 0- % CONTRAC "TOO COORDINATE TRAIL PONSTRQCTION 4 k A A, 'A' Q: WITH INS ALLATION OF NEW UNDERWOUND SDG&E, �0 I lvi 7- ATV G C TELEPHONE SERVICES I'BY ,OTHERS , Q11 04 4 (0 2 0 2 f 0 LAJ + 2 _j tin o 0 Z � 0 cj L Q r u DL Ln 8 2 CNN I: V 0 A C5 W w CONTRACTOR TO COORD(NA TE TRAIL 1-N Q: U C14 CONSTRUCTION WITH INSTALLATION OF NEW 2 5 CIV 0i Z _j ui 0 VV CA RGRO V & TELEPHONE N N UDEUND SDG&E, T t- L 8 TM E 8 t m- L� "I un SEROCES BY O THERS tj 2( 2 m C14 'Z C-q - I 20' %� 0 14 1.510 (0 on 3 0. DL A***' F 4.310 - �- ^� $ TYPE B _ - _ 1 � ` - X � - _ �- - (,/� 75 T 4 -7 + D A cly => 13DIVV J N => EX 6 N 1 5' 6 1 3+00 --eeR P v c SS 4 ART j > JT 6jo ACD F u 00 o 4 4 m _06 + .............. EASEMENT DATA c\1 ry 12+0 ®EX 30' ESMT TO OLIVENHAIN MUNICIPAL WATER jil 11+00 DISTRICT PER DOC 77-296591 REC. 7125177 F)Tk A A m ir JT OEX 12 PUBLIC TRAIL ESMT TO CITY OF ENCINITAS I \L_Ivlr-\ll PER MAP 13791 4 uO U LL RANCH_ ---- JWAU- u --------- ESS/ r A o4^ I v _EX IOD ALONG W ITH RIGHTS TO I_ I - JT A 0 1 OPOR77ON OF 1 r-\F\) `J L T . I- I — ' 0 <' EXTEND MAINTAIN SLOPES AND DRAINAGE JT K. 1 - - � , FACIL177ES TO CITY OF ENCINITAS PER DOC 21191 ACCEPTED FOR I 't ESMT PER MAP 12816 SE RVICES (BY OTHERS) A I I A - EX 32' PVT RD 11+32 (LLRRd) NEW 1-112" WATER LIN 0 2-G \ `r , I- 1- 4 C) k r)i OC4< rA 1 .- 1991-0146056 REC. 41 1 Ivi I 00 R C DW 4 0 G ' H PER PUBLIC RECREA TIONAL TRAIL PURPOSES PER DOC. CD No. 41022 m A DIT 1999- REC. > 20 10 5' 0 20 40 * EXPIRES 3-31-2003 ID EAIC ROA CPAIEN77S W1 7 0 M:klD. PER k A- I I e A A tp I.- 1\ rA O.M.W,D. CAICROACPMEAIr RFRM175 Ivi I I v 17 1 1 c I I-%- A SCALE: 1 "=20' OF cj\\t IVO. 2/O, 211 214, 216. Q REVISIONS APPROVE P DA E I REFERENCES DATE BENCH MARK OC 0073 SCALE DESIGNED BY D RAW N B Y M I CHECKED BY APPROVALS Cl TY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ID D8 I MP / TEN AAM01f)" vir-nq S/ e 3/17/00 CHISELED SQ TOP HDINALL MARKED W`1 PLANS PREPARED UNDER SUPERVISION OF REC )E APP C PHASE 2 RECREATIONAL TRAIL PLANS FOR >1 STEEL FENCE POST AT SIN COR INT HORIZONTAL: 1"=20' 5794-1 A IrAvAl EL CAMINO DEL NORTE & RHO SANTA f �/ 0' ?4�— : BY BY REMAINDER PARCEL 12 LOT SUBDIVISION FE RD 23 IN ' RHO SANTA FE RD & VERTICAL: NIA DATE i _""� ifl?ln (PHASE 2 60' S EL CAMINO DEL NORTE CL ENGI EER OF WORK P. E. 41022 DATE: DATE: -15 -q TM 97-219 EL 119.-476 (DATUM: M.S.L.) MICHAEL K. PASKO EXP. 313112003 GRADING RECREATIONAL TRAIL PLAN SHEET 4 OF 6 P � Sept :9 Ey E \;:P,�,E- PLOT 0 l"=20 2' TOP ADJACENT 6 " TRANSITION 6" AC DIKE TOP PCC - - - - TOP ADJACENT CROSSING APRON AC-PVMT Lsi a e6 • •' a A A• .. ., 8' 0. C. 01 a Q = 12' TRAIL p W (n EASEMENT NATIVE TRA DIKE TRANSITION PROFILE = N Z W MA TERIAL U O p CONSTRUCT- 2 EA. KEY ROCK DAM " Q N N W 12 TRAIL » 11 EASEMENT 8 DIAMETER O J INTO STREAM BANK 3" 5" 3" LARGE DRAIN PIPE a a A MINIMUM DEPTH SCHEDULE 40 W - OF 6 (TYP) I I I ROCKS Q TOP PCC CURB AT DOWNSTREAM MIN SLOPE ADJACENT 6" ACD TO SECURE ° ° ° - _ 4" 2 OR GRA VEL 8" MINIMUM 6 0 0 0 0 0 0 0 0 0 00°° FENCE PER DET 415 ° o ° 2 CROSSING COVER OVER o0000000000000a0000 STREAM U ►- STA 15 +42 TO 19 +60 ) 3 "m (WOODCRETF) 2 # DRAIN PIPES STREAM 0 °0 °0 °0 °0° ° °0 - FACING O U O ( OG 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BANK p U a Z 111 CLASS BANK °0 °0 °0 °0 °0 °0 °0 °0 °0° 0 Q RAILS LET -1N TO STONE ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° ; 3 000 ° ° ° °o ° ° ° oo ° ° ° °° to W „ 6 BANK 000 ° 0 ° 0 °° °0000000 Z Z N POSTS (TYP) STREAM ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° 0 ° O E — °o °o °o °o °o °o °o °o °o° 7 A: 1- 111 " EAM o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 $jqE rn W Q 12 EASEMENT T 18 !. STR o °0 °o °0 °o °o °0 ° °o C AS U CONCRETE VARIES SEE NOTE BELOW pQ I I I I 0 0 0 0 0 ��— °o °o °o °0 °0 ° �� Z Q t O 0 09 oaone o 0 o W o °o °o °o °o °o °o °o °o °o w Q o SHALL BE 12" 0.5' MIN " ��' 0 ° ° ° ° 0 0 0 0 FLO 0 ° °00000 °0 °°°°°° °0 ° ° 0 ° F LO �— Q ' °a � ° ° ° ° ° 0 520 -C -2500 I 8 TRAIL 6 '` / 0 0 °0 °0 °0 Q 1► / °0000 °0 °0 00000 °0 °00 °000 °000° � 2 MAX SEE ND1F 2% 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0000 STREAM STREAM 00 00 o o _ 29b BE 6' -6" CONSTRUCT " TRAIL TREAD 00000000 0 °°o 000 0 OF 3 4 GRAVEL OR 0 0 0 0 BANK TOP PCC ADJACENT ; . D 1 1 / OG / BANK 0 0 0 0 0 2 0 2 0 2 0 0 0 '' SMALLER ROCK °° ° 0 o FINISHED n 4n CROSSING APRON GRADE AT 2% 9" THICK MIN) (BEYOND THIS SURFACE TO DA YLIGH , LARGER ROCKS UPSTREAM Q CONSTRUCT SECTION) TO DISSIPATE ENERGY OF o a - TREAD OF 314" WATER - USE FACING GRAVEL OR 12 NATIVE 3" PCC SWALE B =2' CLASS STONE � W SMALLER ROCK ® 9090 RC PER D -75 80 LB. CEMENT "CC 2:1 (MAXIMUM) CUT a " HYPE DEPTH VARIES BY STATION - FOOTING PER POST NATURAL O FILL BANK AS MA VE TRAIL j \\ �� \ ��\ ����\���������� \����.� STA 15 +83.82: D=18", STRAIGHT -GRADE DEPTH TRANSITION BETWEEN NOTED STATIONS NO REQ SP STREAM BED ��j\ \ �r STA 16 +21.10: D=12"0 FENCING SHALL BE PVC OR "WOODCRETF" PROFILE /SECTION PLAN VIEW SECTION TYPE B: D=12 T =4 -STA 16 +21.10 TO STA 19 +50 DETAIL 1 NOT TO SCALE DETAIL 2 NOT TO SCALE DETAIL 3 NOT TO SCALE DETAIL 4 NOT TO SCALE STREAM FORD PCC DIKE TRANSITION MODIFIED D-75 PCC DRAINAGE SWALE 2 —RAIL FENCE =to N W Z 0 m a ADJACENT 6" AC DIKE - SAWCUT _ _ _ T _ _ _ NOTE. 10� C'4 yr AND REMOVE AS REQUIRED - - - - ALL PCC PAVING TO HAVE SAWCUT AND REMOVE EXISTING AC PAVING + 3.1 lO,o A HEAVY BROOM FINISH 'n I I " 1 SLOPE "1 CAL �sl RUNNING PERPENDICULAR J J 6 HIGH (MATCH TOP OF EX ACD) - _7 I �— _L- � 0 TO TRAIL CENTERLINE > > 6" PCC DIKE TRANSITION PER DET 2/5 a PCC DIKE TRANSITION �� U WEAKENED PLANE JOINTS AT � 3: 1 I I I 0 TO 6 PER DET 215 TOF � 3 12' ON CENTER MAX PER G -10 / SLOPE r I 0" TYP BOTH SIDES D. G. TRAIL cv c ALONG LENGTH OF PCC PVMT SECTION 12" 12" 2% Q ° . 9 22 SLOPE 2' TYP t•- ° M TRAIL EL TOP PCC ) EXISTING 8 ° Q WEAKENED ( AC PAVING 4" AC I ° a ° ° � PLANE a a = EXISTING . TOP y AC i .. .. • C -$ I 8" PCC (560 -C -3250) " r- WEAKENED ^ PLANE' a i Q JOINT a ° W/ HEAVY BROOM FINISH 12 W a a a ° JOlNT3 Id w d - - - - - - - r%i c i -� 8' 29a SLOPEI---1 c a a W ° ' . 2.' a a F- h - - - - _ - - - - - Q - - - - - co Q PCC CROSSING •� °o a EXISTING a v a TACK COAT 2' d ° a ° ( "SECTION PER a' PCC APRON ' PAVING e d v (TYP) I a ° a ° W G a N_ DETAIL 5/5 NOTE SECTION PER .. e n ° SECTION » ° ° . ° a a ° J DET 615 a. - - -- 10 CL -2 BASE - I ° U a ° '_ I I TI7 AT 95% RC ` 22, SEE NOTES l N S 4 _ •' 2 m BELOW I I— •. i —i ,. t • i t —i t .. >C Lv J Z " . N I N» =III =III = I I = I I = I I =III = i I -1� a Q 0 W ry F _=1 11 = I I I I I = 11 = 1 11 = 11 = 11 =1 11 =1 I I— I' `- ° Q Q ' \ W W U SAWCUT REMO VE N Z a U U I Q AND REMO EXISTING AC PAVEMENT 12" TYPICAL � °tea• I � /•: 5 6" CL 2 BASE AT 959 RC � I ` PCC CROSSING SECTION PER DET 5/8 SAWCUT AND REMOVE \ \ �• I . \� Z o .. (TYPICAL) EXISTING AC PAVEMENT l �� d D NATIVE SUBGRADE AT 95% RC TO 12" DEPTH \ Q I o PCC APRON NOTE \5�� w NOTES \ I W CONSTRUCT 8 X10 PCC APRON ( PER DET 518 " DEEP X 12 " WI - U (TYPICAL) 1) 1 -1/2 DE HEADER CUT EXISTING AC PAVING OUTSIDE AC SAWCUT LINE W/ HEAVY BROOM FINISH: \ I Q \� 2) PLACE FIRST AC LIFT TO BOTTOM OF HEADER CUT \ 8" PCC ( 5 6 0 -C -3250) / I � � \ \ � � _ U 3) LAP SAWCUT LINE W/ 12" WIDE REINFORCING FABRIC 6 " CL -2 BASE AT 959 RC / EXISTING 6" AC DIKE 4) FINAL AC LIFT TO BRIDGE AC SAWCUT LINE 2 �— 8 TRAIL ---� 2 12 " NATIVE SOIL A7 957. RC I I 12' TRAIL EASEMENT DETAIL 5 NOT TO SCALE DETAIL 6 NOT TO SCALE DETAIL 7 NOT TO SCALE U PCC TRAIL CROSSING — EXISTING PAVEMENT PCC CROSSING APRON — TYPE A PCC CROSSING APRON — TYPE B o Q�° I- K ' "f 1 F. p N-1 N ° C-, No. 41022 m rn d EXPIRES 3-31 -2003 s * U 01 V 11.. �a� M A Of cxQk rA REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE DESIGNED BY DRA BY CHECKED APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. MP D8 DB MP TEN N Rs- au�c�s � • LD� .rP r /���b CHISELED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMME DE D APP O D PERMANENT RECREATIONAL TRAIL PLANS FOR 5794 -� Of E DEL NORTE & RHORSANTA HORIZONTAL N/A y / BY: BY: REMAINDER PARCEL 12 LOT SUBDIVISION FE RD 23' W RHO SANTA FE RD & VERTICAL: N/A `, /` L `~��"'` DATE: 0�n q ( PHASE 2 - /2 • < <' /�' L 60 DATE: DATE: TM 97-219 S EL CAM1N0 DEL NORTE CL - ENGINEER OF WORK P.E. 41022 - � O 4� EL 119.476 (DATUM: M.S.L.) MICHAEL K. PASKO EXP. 313112003 DETAILS SHEET 5 OF 6 U en Sept 18, 1959 - Jo D605 H: 2— LOT \DAGSV " 1RDET.DAG PLOT ® " '=1' k A IV! C_ y I A r -1 X) k� 4- Qs 1K \A X, 1K 4! � \ I 1 � 1 � 4 � i \ \. i' / � /' /, � ,,, i / % '� i � / !. l ,,,. f _ J .✓'/ ,i' / ,,.. z V _j 20 -- _ Ni X N_ X -4 # - v) AL w v k- -q ­0 71V 00 PHASE 2 TRAIL ------ Z JT C Z 10 f // Cl y am, V .1P f A 1 \ l�I �.� 1 IVI to (J:E + 1AJ 0 t 0 + "", f W) oy + LLJ rD IL L Q) C) TYPICAL: SET GRAVEL BAG CHECK DAMS (1 BAG HIGH) ACROSS GRADED TRAIL IL SECTION AT WATER SCREED LOCATIONS IF 4�1 e => WATER SCREEDS NOT INSTALLED 73. LAJ 41— I 'HA �'HA Sc'er- S 2 TRAIL PHA �Ry 11+D0 so ut4c)p ( -L> PIS SOUNDAR y Jr. JT k" F) A A I K I rN r E:) k A 4 1 r) A >< L_ I VI M 11 4 L/ C_ I IVI f A / r i A A I - r) A k J A I IVI I IV I /'1+ 1 ...0 %..0 LAJ I I J A IVIr-\1 A _ - t � \�, b�, SELF/ P �NP � _ pcc KNEES �, T A I tJ ' 1x2 STAKES 0 8 PER I IV MA TCHLINE 8+ 6a I y OC W1 9 TO 12 SILT FENCE MATERIAL k_/ a I \A r -1 LOWER COURSE IMBEDMEN T SECURED TO STAKE s rn L I t % - UPPER COURSE A SEE 5794 DJ)kC EN T D.L\ GRADING & EROSION C FOR \ `, , � ,, ^�„ �,.,� _ C K DAM AROUND SD EDWARD LLOYD LANE MFG OE I Q 3 1 � � ET 7 2 BAGS HIGH PRIVATE ROAD - NOT A PART) (TYPICAL) \it OG V s, fu 0,0 FUTURE PRI VA TE ROAD IMPROVEMENTS %'' ° 0� ' 0 \ \ �� AND EJ?OSION CONTROL PER 5794-G SHOWN FOR REFERENCE ONLY — — — — — — \ TYPICAL: • CHECK DAM BURY 6" SECTION OF - 2 BAGS HIGH A SILT FENCE MATERIAL V PER DET 116 TOE OF SLOPE r (WHERE PRESENT) 2,00 WAR, .- ------------ LLOYD ------- -- --- 1, ��1111111.... , LANE 400 ---- --- SEE 3 SCALE 1"=40' 579�'-G A - - - - - - - - - - -- 4' A .iL�ii I f 1 / PHA§E'2 DETAIL 1 NOT TO SCALE DETAIL 2 NOT TO SCALE _ PHASE -- SUBD4SIft BOUNDARY ' CHECK DAM SIL FENCE s U X 0 —4SO -A 'a LA u \ LO Ti 11 9,0 1i E S s 0 NOTES 4 TA# 9� 2 0 'A 1) SEE SHEET 2 FOR EROSION CONTROL NOTES AFFECTING THE TREATMENT OF GRADED AREAS. v 2) SAND BAGS MAY BE SUBSTITUTED FOR GRAVEL BAGS. No. 4TO22 V PHASE 2 3) THE TRAIL TREAD SHALL BE FREE OF EROSION CONTROL cc- EXPIRES 3-31 -200 HYDROSEEDING. 4L P 0 C/vl\_ j Or CA \ - \k REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE DESiGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A A ShiTgO.; CHISELED SQ TOP HDINALL MARKED W1 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PHASE 2 RECREATIONAL TRAIL PLANS FOR &4_ i STEEL FENCE POST AT SIN COR INT HORIZONTAL: 1 40' 5794- 1 EL CAMINO DEL NORSE & RHO SANTA- BY: BY: REMAINDER PARCEL 12 LOT SUBDIVISION FE RD 23 # �-1,04L 4 Z�- - I W RHO SANTA FE RD & VERTICAL: NIA DATE: . Y,. �,� (PHASE 2) r. 60 S EL CAMINO DEL NORTE CL EN61NEER OF WORK P. E. 41022 DATE: DATE: TM 97-219 0 ;1 #A i EL 119.476 (DATUM: M.S.L.) m MICHAEL K. PASKO EXP. 313112003 EROSION CONTROL PLAN SHEET 6 OF 6 I U Le Sept 18, 1999 05-29.40 E: \PROJECTS\! 2-LCT\_ E--.DVV'-