Loading...
2001-7316 G (Plans) WOW TO BE DONE WORK TO BE DO N E ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFiCA S S PE CIAL PROVISIONS TO E STAID SPECIFICATIONS THE SAN WOR GRADING CON THE DI REGI COMMITTEE). SAN DIEGO REGIONAL STANDARD G (LATEST EDITION). A. GENERAL C. GRADING 1. ALL ES CATiBE FO P A C RD CONSTRUCTION. � �E DESIGN 1. E NGIN E ER LL GRA UND SHALL R H S DBE IRECTION OBSE RD H AND o� SOILS ENGINEER'S CERTIFICATE T EST TED E� CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFiLLS AND ���ED OFO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND ARE �g G EN 7 IV O �O ITEM STD. DWG. SYMBOL THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON FOUND TO BE IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS C? �� •9� (,� REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATiONS PRESENTED IN THE REPORT OF GEOTECHNICAL INVESTIGATION PREPARE FOR tu N% cc -� AND TESTS WI=RE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS THiS PROJECT. E 7 I -ej -� SUBDIVISION BOUNDARY ................. ............................... - - 411111111, ..r- IFI 2 THE SOILS REPORT TITLED GEOTECHNiCAL INVESTIGATION, MARTIN OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN * EQIN ER RIN ND SUBDIVISION PREPARED BY WESTERN SOIL & FOUNDATION ENGINEER DATED ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS �► NIGINE �Q• EASEMENT LINE ........................ ............................... . 10 - 24 - 00 & UPDATED LETTER DATED 3 •� -pZ SHALL BE CONSIDERED AS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. '9 a A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN A T EXCAVATED A TO D E ZIMMERMAN CIFCAL'�� CUT SLOPE (2:1 MAX.) ................................................ ACCORDANCE WiTH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED Z THE CONTRACTOR SHALL PROPERLY GRADE ALL EXC TED SURF CES C 28Q76 GE 928, EXPIRES 3/31/04 VINCENT W. GARY IN SAID REPORT. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL (A1�f0 'ft''E i�17D �.! �v,✓t TD V �A�1'� �M4�TLEA � -( �-OZ CEG 1755, EXPIRES 7/ 31/03 FILL SLOPE (2:1 MAX) .............. :................................. CONTROL SURFACE WATER AND AVOiD DAMAGE TO ADJOINING PROPERTIES OR QR pf ESS /ON - 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO V ES I SOILS ! FOUNDATION G �p ZIM LIMITS OF GRADING t CUT/FiLL ll ............................... LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS 423 HALE AVENUE 41F �* WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ESCONDIDO, CA 92029 EXISTING CONTOUR ...................... ............................... _ - -. -- - 160 FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT INSTALLED. (760) 746 -3553 CM c Na 928 PLANS. JOB No.: 00 -65 r^ 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND-FILL ac Ex - , FINISH CONTOUR ...................... . a ............................. '"p.r 4. WMRiT1EN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY *`�.� C ��TECHR� `, �! FINISH ELEVATIONS ....................... .............................. THE B. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. lF OF CAl1F� GIROW pl'CH ........................... D .................. ,.,. PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DECLARATION OF RESPONSIBLE CHARGE •• •• b b DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION NATURAL GROUND. THE EXPOSED SOiLS SHALL BE SCARIFIED TO A DEPTH OF EXISTING PRIOR TO GRADING. 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, DRAINAGE DITCH ................ DETAIL SHEET 3.................... � �• •. HE DEVELOPER SHALL RESPONSIBLE THAT ANY MONUMENT OR BENCH CONTRACTOR'S RESPONSIBILITY TO PUCE, SPREAD, WATER AND COMPACT THE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT AS DEFINED IN SECTION 6703 OF the BUSINESS AND PROFESSIONS RIP- RAP ......................... : ........ D- 40.......................... CODE, AND THAT THE DESIGN IS CONSISTENT With CURRENT STANDARDS. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 12" AREA DRAIN ......................... ............................... � 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS OF EXCAVATIONS AND EMBANKMENT'S SHALL BE SHAPED, PLANTED AND TRIMMED BY THE CITY OF ENCINITAS IS COfNFiNED TO A REVIEW ONLY AND DOES NOT DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT 6" ABS/!'VC DRAIN PIPE .................................... TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR DESIGN. AND REGULATIONS. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED Q�oFESS /o�� RETAINING WALL ................DETAI L, SHEET 04................... B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES E. A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE LOGAN ENGINEERiN _ THE HOURS OF x30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS 132 N. EL GAMIN EAL, SUITE N W C 397 AND CITY RECOGNIZED HOLIDAYS 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIALTM ALL ENCINITAS, C 20 4 E* 1 BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY E (760) 510-3 VI 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRAdNG MEETING S I CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A �r�rF C `\f U1ty '� HAS BEEN HELD ON -SITE TWIN THE FOLLOWING PEOPLE PRESENT: NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL �- �2vo Z. CITY INSPECTOR. CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER ��• DATE 7 AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 6OUGLAS AN CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633- 2770. D. LANDSCAPING RCE II 39726 EXP. DATE; 12/31/05 10. PRIOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY 'D Aj G � Ae. E . L0 A PROPOSED CONSTRUCTION SiTE WITHIN THIS PROJECT THE DEVELOPER SHALL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE ILM "1k PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS CITY OF ENCiNITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND 0{� AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE IRRIGATION STANDARDS. OWNER'S CERTIFICATE HAULING OPERATION. 2 FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES I (WE) HEREBY CERTIFY THAT A REGISIERED SOILS ENGINEER OR GEOLOGIST 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURiTY. BETWEEN OCTOBER 1 AND APRIL 15. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 7316 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE E. EROSION CONTROL , ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE SIGNED: DATE: DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING '. IN CC A 32EMERGENCY WORK IS REQUIRED, CONTACT BOB BOOKER AT ROBERT A. OOKER 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE B. NOTIFICATIONS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO p�,pP%M OF" PROJECT SHALL COMPLY WiTH ALL REQUIRDaQ�iTS OF STATE •'v����� � � 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAiN IS WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER No. 99-08 -DWG (N.P.D.ES. -TM D�..D��• WrLORIMLt6ft4t, MOB I"R��I�'E� STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF IMMINENT. mmAL PERMIT No. CAS000002). p AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTI _ 1 EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT THE NCI ACCORDANCE WiTH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN �j jZEQ�J CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO APPROVAL OF THE ENGINEERING INSPECTOR. (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTMTiES AND A COMPLETE AND SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO ACCURATE NOTICE -OF- INTENT (N01) WILL BE FILED WITH THE SWRCB. A COPY OF FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCiNITAS WHEN RECEIVED; FURTHER, SITE EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND RUN -OFF PRODUCING RAINFALL A COPY OF THE COMPLETED NO FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR DIESERT RM MY NOTIFICATION OF COMMENCEMENT OF WORK. THiS PROJECT SHALL BE FILED WiTH THE CITY OF ENCINITAS WHEN RECEUM. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL iN ADEN, THE ER ___ AND SUBSEQUENT O :) OF iiMfY PORTION OF THE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED PROPERTY COVERED BY THIS GRADING PERMIT No. 7219--C, AND SWRCB ORDER Na A. SEWERS - (760) 633 -2780 - CARDIFF SANITATION DISTRICT. GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 99-M -M, AND ANY SUBSEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH B. GAS k ELECTRIC - (800) 227 -2600 - SDG&E. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SPECIAL PWASION AS SET FORTH IN SECTION C.7 OF SWRCB ORDER No. 99-OS -DWG. up Of FELKM PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED isw ST -` C. WATER - (760) 753 -6466 - O.M.W.D. WATERS CREATE A HAZARDOUS CONDITION. O.NDNHAIN PROPERTIES I , UIC D. TELEPHONE - (800) 227 -2600 - PACIFIC BELL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN OWNER OF LAND >>� alp SHALL BE INCORPORATED HEREON. E CABLE TV - (1300) 227 -2600 - DANIELS CABLE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE SIGNATURE OF LAND OWNER, CORPORATE OFFICER, 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. GENERAL PARTNER or PROPRIETOR PRIOR TO BEGINNING ANY WORK ON THiS PROJECT. PHONE: (750) 633 -2770. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY p ( � SILT AND OTHER DEBRIS SHALL z 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR FORECAST EXCEEDS FORTY PERCENT PRINTED NAME OF ABOVE PERSON W 2 N INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BE REMOVED AFTER EACH RAINFALL Ci b W 0 BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND M � z 6 M REMOVAL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE TITLE z I EFFECTIVE COVERAGE OF GRADED SLOPES (9071 COVERAGE) PRIOR TO MOM MAP W O NOVEMBER 15' THE SLOPES SHALL BE STABIUZED WITH PUNCHED STRAW NO SCALE • INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND i+I WAS N> M FAZE "41K 3 Z 1� CONSERV TR� HANDBOOK of THE STATE OF CALIFORNIA DEPARTMENT OF `�� �AL ���� SiTE LOCATION M � ENVIRONMENTAL DAT _ 1 J 1 STEEPEST EXISTING NATURAL SLOPE ON -SITE =257[ c/o OLNErIHAIN PROPERTIES II, LLC PORTION OF LOT 18 OF MAP No. 848 ViA DI FEUCITA & FILE NAME: OM2 �_1.lhrq RE PACIFIC DEVELOPMENT A.P.N. 264- 151 -52 & 264 - 151 -53 DESERT ROSE WAY P.O. BOX 231639 OLIVENHAIN PLOT DATE: 04 -16 -02 2) MAXIMUM VERTICAL DEPTH OF CUT = 14.0' * EARTHWORK ENCINITAS, CA 92023 - 1639 W (760)632 -5609 • C1vN Engfieertn9 Q 3) MAXIMUM VERTICAL DEPTH OF FiLL = 120 CUT = 13,390 f C.Y. FILL 22,920 t C.Y. IMPORT = 9,530 t C.Y. OUVENIHIM • Land Planning Z 4 AVERAGE DEPTH OF CUT = 13,390 X 27 + 75,400 = 4.8' AI�C�AL WATT ENCNTAS D� • Structural .. • Surveying .. z 5 AVERAGE DEPTH OF FILL = 22,920 X 27 + 150,000 = 4.1' * EARL xvw puwwimrs ARE CALatATED 00V 1f� DWPCAL BASS AND ARE vyxl2FD fm PIERA/IT AND E/VNRw#NTAL PEWOSES 0%r.. ACTUAL _ Iii quANTITIES mAY VARY Dw 712 LINFWESEEN LOSSES SWAWAGE AAV11VR 132 N. El Camino ReaF, Suite N - Encinitas, CA 92024 W W w SMELLING FACT�WP.S .02 T� -� 2 Phone 760 - 510 - 3152 Fax 760 - 510 - 31 - 53 Z w z AP BY DATE APPFZd DATE APPROVED BY DATE Z 0 = REVISIONS APPROVED DATE REFERENCES DATE MARK SCALE OOMML94TY DEVE.OPMEW APPROVALS CiTY OF ENCINrTAS ENGINE SERV ICES DEPARTMENT DRAWING NO. w Q CL oC -0073 CHIS. So. TOP OF HEADWALL W/ P PREP ED UNDER SUPERVISION OF RECOMMENDED APP D GRADING do EROSION CONTROL PLAN FOR: STEEL FN PST - SW CDR. TNT. OF EL CAMINO� N/A DATE: 5� l3 -d Z BY: BY: III DEL NORC E AND RANCHO SANTA FE ROAD. 23 HORIZONTAL 7 316 -13 WEST OF RANCHO SANTA FE AND W SOUTH R.C.E N0. 39726 MEADOWS 11 OF EL CAMINO DEL NORCE CENTERLINES. VERTICAL N/A 2 •02 EN NEER DATE: S1 23�L DATE: I/* a. O LIVENHAIN EL =119.476 DATUM: U.S.C. k G.S. APPROVED E Y DATE DOUGLAS E. L OGAN EXP. 12 -31-05 WORK PROJECT No. CITY OF ENCiNiTAS TWI - 054 SHEET 1 OF 6 CITY OF ENCINITAS TRACT NO. 01�054 N OTES 1 PUBLIC STREET DEDICATED AND ACCEPTED PER MAP NO. 13912. 2 PUBLIC STREET DEDICATED AND ACCEPTED PER FINAL MAP. 3 ACCESS RIGHTS OF LOTS 1.3,5 AND 6 TO AND FROM DESERT ROW WIRY RELINQUISHED AND WAIVED HEREON. 4 PUBLIC STREET OFFERED TO THE PUBLIC AND REJECTED PER FINAL MAP. 5 EXIS 11 EASEMENT FOR THE TRANSMISSION ! DISTRIBUTION OF E LECTRiCTY GRANTED TO SAN DIEGO GAS & ELECTRIC COMPANY PER FILE No.73- 285753, REC, 10- 10-73, O.R. a `l� 1 �J�� �1J� '1- �'1 J Q EXISTING EASEMENT FOR THE TRANSMISSION ! DISTRiBUTioN OF ELECTRiCTY GRANTED TO SAN DIEGO GAS do ELECTRIC COMPANY PER FILE N0.74- 177813, REC. 7- 02 -74. O.R. 07 EXISTING EASEMENT FOR THE TRANSMISSION & DISTRIBUTION OF ELECTRiCTY GRANTED TO SAN DIEGO GAS 8t ELECTRIC COMPANY PER FILE N0.73- 285735, REC. 10- 10-73 O.R. 4 1 I 15 N87- 35'22 "E 414.45, ' - _ -, _ Q8 EXISTING EASEMENT FOR THE TRANwsstON AND DISTRIBUTION OF ELEC rmcTY GRANTED TO 260.65 �-, _ SAN DIEGO GAS & ELECTRIC COMPANY PER FILE NO.81- 027590, REC. 11-28-81.0.R. 8- 81.O.R. • - - -- �- 129.60 9 EXISTING IVATE ROAD ! UTILITY EASEMENT GRANTED PER FIE NO.62580, REC. 4- O.R. 07 -64. 153-80 __._._ - •- N 24 _ - _ _ - EXISTING NG PRIVATE ROAD ! UTILITY EASEMENT GRANTED PER FILE NO 188389, REC. 11-01 -62. O.R. _�7� 123.16 -- -'T 55.69' 39.63 1 EXISTING EASEMENT FOR UNDERGROUND COMMUNICATION FACILITIES GRANTED TO THE PACIFIC J - - - 128.99•' 120.23 \\ \ \\� 1 • TELEPHONE & TELEGRAPH COMPANY PER FILE N0.81- 034176, REC. 2- 03 --81. MR. 21 DOVE SONG WAY ` i I \�t 20 ate W_ �I ®EXISTING EASEMENT FOR THE TRANSMiS'S1Q�1 ! OISTRIBUTioN WATER GRANTED TO _ OUVENHAIN MUNICiPAL WATER DISTRICT PER DOC. NOIA "4- 0328683 84 . REC. 5- 18-, O.R. 7 i' o • J `� \\ \��• i ® EXISTING EASEMENT GRANTED TAO THE CITY OF ENCINITAS FOR SAY PURPOSES PER J ' ,'f c ► \�''�• a \ , �i/ DOC.NO .1994 - 0572545. REC. 9- 27 -94. O.R. J 5 • \ . \tom N © EXISTING SEWER EASEMENT GRANTED TO FRED REVA PER DOC.N0.1994- 0559213. - $ LOT 2 'o`��•� REC. 9 -n -94, MR. = 2 r ,�o LOT 1 0.81 ACRES a. \�;\ 0 1 9 ® w ATER�DI A STRi N �CT S F�iLE�3�3734�iREi2� -7 O.R. jow 0.53 ACRES c»_ \� �\ 1 CP \ \`tom. EXISTING PRIVATE LANDSCAPE EASEMENT FOR THE BENEFIT OF LOT 11 MAP NO. 13952 p GROSS do NET GROSS NET N s,�J• \ 2 Z PER DOC. N0.2000- 595284. REC. 11- 02-00, O.R. r r 1 \ o v Q 1 w• 2 4 2 PROPOSED 25 ON BUFFER ZONE FROM T 100 TEAR FLOOD PLAIN PER MAP NO. 13952. 12 13 \ HE NO CONSTRUCTION OF ANY STRUCTURES WITH THE EXCEPTION OF RECREATIONAL TRAILS p i ;+ • `\ ` �$ AND /OR UTILITIES. 22 3,49 \ 53. • 1 1 1 1 • PROPOSED PRIVATE FLOWAGE EASEMENT PER MAP NO. 13952. p 6 8 9 Oil i S8 5,30 12. cp 25' WIDE BUFFER ZONE FROM THE 100 YEAR FLOOD PL AM. NO 1 122. 8 501 • OF ANY STRUCTURES WITH THE EXCEPTION OF RECREATIONAL TRAILS DRAINAGE FACILITIES, Q °, r ; N S89'S0 00 E 168.53 15.1 • �` w � s2 3 �/ ND /OR FENCES, PER FiNAL MAP. ' S2 8-31 50•� `� i/ ® W WE OPEN SPACE BUFFER FROM BIOLOGICAL WETLANDS` 010 GRADING. GEARING OR 01 • CONSTRUCTION OF ANY STRUCTURES WHATSOEVER. PURPOSE OF THE BUFFER IS TO o , 3 O p .&\ IN N• PRESERVE WETLAND RESOURCES, PER FINAL MAP. 1 d l� N 1 �/ ® 12' WIDE PUBLIC RECREATIONAL TRAIL EASEMENT DEDICATED AND ACCEPTED PER FINAL MAP. 1 ' I ` I�• ' ROAD T AND RIGHTS OF INGRESS AND EGRESS CLAIMED BY _ o 1 N , ®DOSTiNG EASEMENT QUIT 1 LOT 3 C 0 o LOT 4 N., s 2124 - VARIOUS PARTIES PER DOC. N0.2002 0195320. REC.o3- o7 -0 M R. 15 r 0.54 ACRES ' 1 s \� 1 - ® BIOLOGICAL OPEN SPACE EASEMENT TO PRESERVE WETLAND KE vs GROSS & NET m j 0.72 ACRES 1 1 / NCONSTRUCTION o GRADIN% CLEARING. CONS oR ENCROACHMENTS OF ANY KIND ALLO M, PER FINAL MAP. GROSS & NET x,12 p 1 / ® 12' WIDE PUBLIC SEWER EASEMENT DEDICATED AND ACCEPTED PER FINAL O r i �101�?'48" m 0 R =20.00 245.83' V� CONVERGENCE ANGLE W , L =35.45 157 16• 1 51.50 AT STATION 0050 001 01 172.25 20' 20' r ' ' ------------------ - - - - -- - - -- r - - - - - -- 458.08' O/ , �'+ - - - - -- a -- - - - - -- - j t c a � V IA DI FELICITA - 2 -- -15 - � fi 15 22---------------------- - - - - -- - �, GRAPHIC SCAL __ w - - -- _ L -�- - _ - - - -- -� N8T491 I E 525.65 1 0 20 40 80 120 160 ,, - m 9 7 9 485.12 31.61' io 1 N ; ► 1 1 100.10 78136.73' ` \ 1 c,+. 105.90 •t o°' ! 102.35' N o N`� ` 14 (IN FEET) �- • • ; » ° 2 c°v ` 0 " \ 1 i = 1 W r 78'27 N 21 • 1 INCH 40 FEET . + , , N R= 20.00 �,�� a,w� j o; S L =27.39 19 7 O �0 , m W C6 11 N m LOT 9 2 •�, t ,, , ,1 0 .1 - c • , � JT 1 1 m 1 2 •. t'J cal 30 • r4 0.55 ACRES . Z5 j� a LOT 5 3 _ N g GROSS do NET 4 1 130 4 DATA TABLE FOR DETAIL . BEARING DIST. NO BEARING /A DIST. RADIUS t 0.50 ACRES _ r to z �1�1 1 9 N0. 1 ;1? GROSS do NET ° �^� N_1 m A NO2 "W 28.30' E S84 "E 62.00' - ;r g N N N 1 1 2 1 T A °- B S80'5 "E 33.88' F A= 15 47.28 ' 180.00' W '� W LOT 8 f 584 "E 642' w 1 s 1 ���� C . G N88 53 - 51 "E 35. M ' 121 W LOT 7 ACRES N89 46 00"W 171.39 1 V 1 1 D� » 2 00' Z » -- r " 0.69 ACRES o 0.65 C ES g 7' v1 �� D S88 29 E 41.83 H S02 35 E 3.67 ' g GROSS do NET ° GROSS dt NET 125.35 1 • 1. 1 , Q » S S � _ t z r N S89'00 00 W 144.78 8 z 81 1 X34' - Z.r• LOT 8 LOT 10 S09 R � 51 0 LOT 10 21 1� 4k t! 0.65 ACRES I J `° 1 , GROSS dt ET 3 1• cr 1 1 I , 6 = 6 8 9 011 : 1 0 0.56 ACRES 16 O o n 25 W? 1 1 � � / - - -- 29.1 T SEE DETAIL .r ^ co � 587'06'25 "W 273.65! 2 0 N GROSS do NET o �+, l 19 I V 1 1 �i w • ' 217.39• ' i 1 �, DETAIL W� �o vE RU o , - - - N RD - ' - 161 1 i `� z v , 1 1 �• ;' 100 16' _ - - 1 1 1 ` � 105.97 I • - - W W o 184.63 16 '� o i i w r - S8T06'25 "W 638.85' � �- - - _.--- I �-�- ' � � � • In 4 4 r W i 1 o Q *OF E S S j pN'` Z � LANE N VALLEYSIDE � �� U 1 b o w 5 A P 11 r 1 1 1 c3FM FILE NAME: OMZ f�_2. .. i 18 1 1 E '' 12.E * PLOT DATE.- 04 -16-02 W � JAP � + or cp't 1 1 1 • CivN Engineering Z I I ► 1 • Land Planning I ' • Structural W . Surveying •. 132 N. El Camino - Real, Suite N . Encinitas, CA 92024 W Uf Phone 760 - 510 -3152 Fax 760 - 510 -3T53 ? W 5W6 REVISIONS APPROVED DATE REFERENCES DATE 9E 0i (MARK SCALE IT APPROVALS CY Of= ENCIMTAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. W g a oz of -W73 CHIS. 90. TOP OF HEADWALL W/ P S PREP ED UNDER SUPERVISION OF RECOMMENDED APP OVED - SW CX1R. INT. OF EL CAMINO BOUNDARY, LOT & EASEMENT DATA FOR: STEEL IN PST N DEL NOIM AND RANCHO SANTA FE ROAD. 23' SAL 1 � ��' •r?j - c 7M6 WEST OF RANCHO SANTA FE AND W SOUTH R . C . E . W. 39726 OLIVENHAIN MEADOWS II OF EL CAMiNO DEL NOW VERTICAL N/A EN I EER DAIS: S/ 2- 3! v '2 DAM- EL- 119.476 DATUM: U.S.C. & G.S E. LOGAN E Xp. 12 -31-05 WORK PROJECT No. CITY OF ENCiNiTAS IM1 -064 SHEET 2 OF 6 f SURVEY RECpRD O F N0.13213 ow DITCH CROSSING LEGEND - Ts PER M, Na: 7316 - -T - - 2' WORK TO BE DONE 2 d8 5 7 ZZ L 414Ts _ - - Q PA 1'f 1 ° v 1 12 -FOOT WDE PUBLIC RECREATION TRAIL PER FINAL MAP. SEE Off. Na 7316-1 FOR 10 PANED STREET 7 ° o - T 3 - _ ------ - - TS. 2 ASPHALT DIKE (ROLLOVER) 4 r- - - - - -- - -= 1 �- 1 " \ ', \ \\ Pf _ = O RETAINING WALL PER DETAIL, SHEET - -` Y--------- - - - - -_ - - - -- z_ 1 �,IN 2 MASONRY 4 3 GRAVEL/b1RT DRIVEWAY = . - - - - - -- - - - - - - - - - -- - — i y OF INUNDATION ® CONCRETE CURB • GUTTER - 5 _ _:.. - - 5 \! 3O REMOVE DMI NG BROW DITCH OVER LOTS 6&7 and 1lEL0CATE AS SEIONN ON PLAK CONCRETE CATCH BASIN CUR9/M•ET _ 7 � y •�' � - . `. . N' TYPICAL BERM DETAIL Q a>rISTRUCT MoDIF>ED TYPE "a'" BRO�r oIT ER o CH P -75 ./ 11111117H = 3r & oEP TIH = 115". © CONCRETE HANDICAP ACCESS ;{ �`t j � \ 2 ASPHALT DIKE 6 8 HT g \ ' �, • "; I ��!� A,� 1 0 TOP O F SLOPE � CONSTRUCT MODIFIED BROW EAST OF TRAL 10 BUFFER UK S M ?O DRAINAGE t t DETAIL THIS SHEET. USE SAME CROSS - SECTION AS ITEM Nay. 4 ABOVE BUT WITH + \ �. i ALSO REFER TO DS -10 FOR FURTHER DETAILS _ P.C.C. ® CONCRETE HEAD/VNNG WALL > 6 o V . No. 2 BACKING RIP RAP AS L PONC INSTEAD OF 09 24 METAL DRAIN PIPE LANDSCAPE AREA DRAIN. FUEL Moo. INSTALL 1 2 / 5' `\ RIPRAP STONES) � � � � ZONE PER FIRE ` 6O DRAIN. ® ( z \ L T 1 LOT 2 1 EARTHEN DRAINAGE DITCH 2 r PAD 145 � PAD DEPARTMENT \ ;\ 2(f O INSTALL 4" ABS or PVC DRAIN PINE • 1.Ox MM- N ' `� (STEP DOMM 1 • BACK , 1 > 2 RAIL FENCE \ OF HOUSE. SEE ARCHITECTURAL) ` 'b 8 CONSTRUCT DRAINAGE DITCH/1DESLTAT110N BASIN PER DETAL TFMS SHEET. © CONCRETE BROW DITCH $ ` � �,/ ` MASONRY STUCCO i ADD CURB or LENGTH OF CHANNEL To BE 2W -FEET. © WER ' 1 ` FENCE M SERVE ` N� PAD DIRECT DRAINAGE SE MANHOLE 4 i g END DRAINAGE DITCH 1't FROM EXIST. BROW DITCH. OONSTRUCT 2 MRO 1 FACE ! PTECT WATER VALVE \ LINE OF 1 ,T AS FILE BREAK. t"' AWAY FROM SLOPE O w/ Na 2 BACKING RIP-RAP- INSTALL TYPICAL STORM WATER QUALITY BASIN PER DETAIL © FIRE HYDRANT ON OOI�K3tETE PAD F PROPOSED 14' W THIS SHEET. OUTLET INTO EXIST. BROW DITCH or EXIST. RIP -RAP • EL =116.0'*. RESIDENCE 1 \ WALL PER 14 P.C.G. D © METAL GUARD POST 0 DETNL ® FINE HYDRANT 2:1: SLOPE , r / A � 1A� \ SHEET 4 GRAPHIC SCAIE ° .: N ` x ., ® TELEPHONE RISER JUNCTION BOX +t 30 0 15 JO 60 90 FWL le FL FLOWLIINE - - -- svBavlsloN Nt � `�� c o SECTION C - BOUNDARY (IN FEET) h - 1 � �.` o � ` � � 1 ` 1 .,` _ C 1 INCH 30 FEET Q• \ 00 120 10' CONTOUR , LINE LABELED - 114 1 2C r Z0• �, -- LINE LABELED ' ' 1 A 1 ' A LO , FUEL - — -ALT- j� �{ AD-150 1 i 1 TELEPHONE LINE PAD=135 ZONE PER FlRE� i 16' MBE ► ,6' A111MNG WALL DEPARTMENT \ 1 P.C.C. D/w I � P.C.C. 0/M w� UNDERGROUND s 1 •-. 1 137 LINE OF ` I �; � ; � I PER DETAIL 2 \ SHEET 4 WATERLINE PROPOSED CURB ar 3 , i REST DIRECT DRAINAGE 153.2 SPOT ELEVATION •� 13 CURB or AWAY FROM SLOPE ' o 133iT CT DRAINAGE 2 ; , _ AWAY SLOPE r e 000 ^ T s ( w s A - SECTION B -B SECTION A -A w a ,..... ..� - _ in �T �4 .. 5+00 1 2 5' _ � BOSS SECTION lrU t _ AD - - . ,� - - ' - EASEMENT NAIVE QtAS.S 0.5 w T;� . 2 00 S _ • ' i— i— — '- '? �' S _ \ OVER LAMOLQc •':.' a - VI TUB REINF Iil .,.•• � • - '•`' , . - 1 � N _ � =i� i �_ -i i ' �',ii =-' I OF INUNDATIOM w elk PER CS -289 1 i +` + _ 7— `Je- .A � � IF �� 1 1 I \ C O 5 L T LOT 8 - y PAID ' S PAD ---- - - - - -- 4 •� �� �� TYPICAL DRANA E DI H 12EIAIL C4 2 NO SCALE 1. PLACE 3 IMICF1aRS PER SQUARE YAW OF IMAIERML- id • 2' • 1 1 1 2. FOR NATNE GRASS. INSTALL LMNDId( V LOT 9 pill i 144 g C PADS t \ \ IM +60 TURF REINFORCEMENT MAT. O w /� 1Z , N Ir1d TO 3/4d < �• � ', B F 1 � �� _. PERFORATION REMOYAdIE ~ e , p 00 C F g ,N , •� - -- - - o \ SEALED COVER Z 130 T 2 I o, i tg i 156 , fr + p o a _--- �-aeATED O + Q • - f „ STAND PIPE Tom, �• /� � � , � F b PviC TO o ( C F •e• ' w '� j N DISC Qs (or HAIE CLEANOUT Z W 172 , Q' F = = F • 1 Act) I2•• 'y" u�/ PLUG m ' 4:1 FILL % C IL C I I L= - �� 7 � w BRIDGE PE � W TRAa oe! le N • ;� ' b ` - -- _ - - DWG. Na 7316 - I ` a , v A. LOT PAD S , 1 a 0 PAD�,6o ' ��y I SM P - LOT ,. : ; .. Z z IRS f�I� 1 vpeV A X SP�� WA4 A T * P A W cat DO MN 1 • BACK .,� W Q �- 173 HOUSE, SEE ARCHITECTURAL) GONC. PERFORATED PIPE Z M U � C F � r3 � MIN. 12" THICK coNNECTFD TO 'Y' 4 2 �� -> > A zWa 0 0 4' 3 / F. STORM WA QUALITY �Q W NOT TO SCALE Z Z h ,� r Q �pFESS► /"% 174 - - Q 0 _ 1 E• 8 - - ' 11E OCA70 BROW - � h � C1v1 Engineering O M n 4 5 INTO EXISTING w/ - 2:1 fill 4 SM TH TRANSITION - _ - -• . � - - — e o � � c 397 � : Land Planning -� � DI �•• \ L _ _ 9 x.12/31/05 Structural _ -� - � - NS7 -W25-E 638.85 hp'1' 11 N * r c►w�. • Surveying �� - � - 1 - - + o- c ----� EXIST. -RAP RAP � F a cp4t%f _� ° �► 1 0- TM 91-198 PER 93-211 b ° MAP N0. 13952 b. FLE NAME: OM2– GP -3.dwg 132 N. El Camino Real, Suite N •Encinitas, CA 92024 2 N PLOT DATE: 04 -16-02 Phone 760 - 510 -3152 Fax 760- 510 -3153 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF E N C I N I TAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. 1 L /-Z-03 OC -0073 CHIS. SO. TOP OF HEADWALL w/ PLANS PREP ED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: STEEL FN PST - SW COR. MT. OF EL / DAM y -Z Z � L CAMINO DEL AND RANCHO TA NORM HO SAN FE 1 =30� 7316 ROAD. 23V WEST OF SANTA AND R.C.E NO. : 39726 -�� �� OLIVENHAIN MEADOWS II CECEINTER�LINESM EL CAMINO DEL NORTE VERTICAL N/A DOUGLAS E. LOGAN EXP. 12 -31-05 DATE: 51 2-3/ 0 2- 01-054 EL- 119.476 DATUM U.S.C. s G.S. �� WORK PROJECT N0. CRY OF ENCNTAS Tl►1 01 -064 SHEET 3 OF 6 IF le NoText / � 1' 1 111 •• 1 •• •• . • al '• /' 1 i' 1 1' a •' •' a`f • ati .. i a1 • a r aa- 1 2 a1 31 r « I a . - 1 a • a • err° :JJ,* / / / / / / / / / / / / / //: • �► 1 • • a - �/. _ .• Of 1 , • W I ] • -, 1 • "321 i i w1 I , ?vg VVIK ACTOR- '30 IN " 0 p OR 0 / % /ice �� ' � �� � � • 1 •® I We rm 130 at NO IL m o FA O • • a1 1 a a - �•r�i�nsi���,��� , /.�� "�.�1 A�i�il�•������/���T. ��-• .�•�• �!�Q' \ • +t �. 1 11 0, 0 0 0 1 �/ � / I /��' • j / ��� /I p V/900" r� /,. /� . / /� OA // _ . 1 �� ./ / �// OA o "o —lift � / • ' • •1 1 • .1 1 • 1 1 1 • q! DRAWING NO. - . a1 '® - a a a. _ • MI . • . . — M1Ts 7 -i7tT: _ .�. ��t�;IN:�a� =ice - - m A M Lei 11 4 Yo L RECOMMENDED APPWVED IFA wmp. �, IN ==M MISOC—=3 CHIS. SM TW OF W-JOWALL W/ P S PREPARE UNDER SUPERVISION OF GRADING & EROSION CONTROL PLAN FOR: ]a COR W OF EL CAMINO • m :7 ov. DEL NORTE AND RANCHO SANTA FE ROAD. 2.V: DATE: BY: W ES T OF . / SANTA K AND W 1 `Ili• ..� ` . 3 972 6 D ATE: , 1 , OLIVENHAIN MEADOWS 11 NoText