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1997-4744 G (Plans) WORK TO BE DONE: b GRADING S OILS ENGINEER'S CERTIFICATE LEGEND a A. GENERAL C. GRADING 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS I, A REGISTERED CIVIL ENGINEER IN THE STATE OF STANDARD SPECIFICATION FOR PUBLIC WORKS iCONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ITEM STD. DWG. SYMBOL CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON DIRECTION BETWEEN THE DATES AND - l% ONE CUT SLOPE (2:1 MAX.) DASHED = EXIST. CUT 2: 1 REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FILL SLOPE (2:1 MAX.) DASHED = EXIST. FILL 2: 1 T 2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION REVA VS BAR- OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RATT PREPARED BY HETHERINGTON ENGINEERING DATED 10 -12 -96 SHALL BE ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN PARCEL MAP BOUNDARY CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS EASEMENT LINE _ ...................._.... - - - - - - CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL EXISTING CONTOUR ....... ..... .. . . .... ................. ............ X85) 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SIGNED �! DATE: LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO Q�QpPOFES , N9{ FINISH CONTOUR 82 WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS �`� BY F 2 FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCE NO.: ������ EXP. DATE: _l - � ° AYNEAN z A.C. OR P.C.C. DRIVEWAY _ .. .... .............. ....... PLANS. INSTALLED. '$ N0 0 m * EW.aSI -2001 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL CIVIL 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL CAUF�Q�\P SEE SHEET 2 OF 3 FOR CONTINUATION OF LEGEND PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE D CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DECLARATION OF RESPONSIBLE CHARGE EXISTING PRIOR TO GRADING. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 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, FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND CONTRACTORS RESPONSIBILITY PLACE, SPREAD, WATER AND COMPACT THE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. PROJECT AS DEFINED IN SECTION 6703 OF ThE BUSINESS AND PROFESSIONS 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE CODE, AND THAT THE DESIGN IS CONSISTENT WITh CURRENT STANDARDS. O WNER & PERMITTEE: 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BARRATT AMERICAN, INC. TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT 2035 CORTE DEL NOGAL, #160 AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED DESIGN. (760)431, CA. 92024 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES (760) 431 -0800 A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS LOGAN ENGINEERING c AND CITY RECOGNIZED HOLIDAYS 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL 132 N. EL CAMINO REAL, SUITE N (39726 a ENCINITAS, CA. 92024 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE E THE + * ' CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A (619) 942 -847 HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER �7 C p � 1¢ ; � AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SIGNED: DATE: CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. /DOUGLAS E`.' OGAN SITE ADDRESS: 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D. LANDSCAPING PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL RCE NO.: 39726 EXP. DATE: 12/31 /S7 APN: SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE 264 - 171 -10 0 REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS T AND RE Q THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND HAULING OPERATION. IRRIGATION STANDARDS. VACANT PARCEL OF LAND LOCATED SOUTH OF 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES CALLE SANTA CRUZ & EAST OF COLE RANCH ROAD S ECURITY, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED ANTAS- GGRADOED F CERTIFCATION SHALL BE PROVIDED "THE O GRADING BETWEEN OCTOBER 1 AND APRIL 15. O WNER'S CERTIFICATE a UNDER PERMIT NO. 4744 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E. EROSION CONTROL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST e DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVE JACINTO AT (760) AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. LEGAL DESCRIPTIO N O B. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE N AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY SIGNE DATE: / q7 PORTIONS OF LOTS 73 & 74 OF COLONY OLIVENHAIN PER rn 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO DAVE JACINTO FOR MAP NO. 326. PARTICULARS DESCRIBED IN DETAIL ON GRANT STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS BARRATT AMERICAN INC. DEED RECORDED 12 -6 -90 AS DOC. NO. 90- 650925. U AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE vi LJ CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT THE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR. H SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE Z FOLLOWING" OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO U EXCAVAT OF UTILITIES AND WORKI OO F PRODUCING RAINFALL OF THE CITY ENGINEER AFTER EACH ADDITIONAL WORK TO BE DONE w NOTIFICATION OF COMMENCEMENT OF WORK. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL A. SEWERS - 633 -2780 CARDIFF SANITATION DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED (REQUIRED FOR ISSUANCE OF GRADING PERMIT PER RESOLUTION NO. OL- 94 -07) Z GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. W B. GAS & ELECTRIC - (800) 422 -4133 SDG &E. ITEM 2.1 �- 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY AS AGREED BY THE APPLICANT, A TEMPORARY PUBLIC PEDESTRIAN TRAIL CON - C. WATER - 753 -6466 O.M.W.D. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED SISTING OF DECOMPOSED GRANITE SHALL BE INSTALLED TO CONNECT COLE 7 �T7V ST V) WATERS CREATE A HAZARDOUS CONDITION. RANCH ROAD TO CALLE SANTA CRUZ AND DROUGHT TOLERANT LANDSCAPE 73T D. TELEPHONE (800) 422 -4133 - PACIFIC BELL PLANTINGS WITHIN THE RIGHT -OF -WAY OF THE NORTHERLY PORTION OF COLE N ST J 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN RANCH ROAD SHALL BE PROVIDED ON THE FINAL PARCEL MAP TO THE SATIS- Q E. CABLE TV - (800) 422 -4133 - DANIELS CABLE. SHALL BE INCORPORATED HEREON. FACTION OF TH AND COMM UNITY BE RL OPM E NT AT DIRECTOR.. Y SAID IMPR T FOR S Cq< Sq C AMINO RANCHO L 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE STRUCTION OF FUTURE ROAD IMPROVEMENTS AS ARRANGED BY THE CONDITIONS C q tq� 0 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. OF AN ENCROACHMENT PERMIT TO BE ISSUED BY THE CITY ENGINEER. MAIN- Nq CALLE Z O PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE:(619) 633 -2770. TENANCE OF THE IMPROVEMENTS WITHIN THE RIGHT -OF -WAY SHALL BE THE 7j p SANTA CRUZ (If 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT Z RESPONSIBILITY OF THE ADJOINING PROPERTY OWNER AS STIPULATED WITHIN Tly ST p M It 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY A HOMEOWNERS AGREEMENT. SAID IMPROVEMENTS SHALL BE IMPLEMENTED TO �<u t� W Q It It INSPECTION. PHONE: (619) 633 - 2770. ALL WORK PERFORMED WITHOUT THE SATISFACTION OF THE CITY ENGINEER AND COMMUNITY DEVELOPMENT Z U 00 FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL DIRECTOR. Q ti� V BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND BE REMOVED AFTER EACH RAINFALL. 2 p Z J 1 REMOVAL. Q W ITEM 2.G. 0 U Z SITE W � 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE PARKWAY LANDSCAPING FOR CALLE SANTA CRUZ SHALL BE CONSISTENT WITH Z ENCjNIT O U Z EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO ESTABLISHED PARKWAY LANDSCAPING IN THE NEIGHBORHOOD TO THE SATIS- Q AS U = Z 0 � NOVEMBER 15' THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW FACTION OF THE CITY ENGINEER AND COMMUNITY DEVELOPMENT DIRECTOR. U O �2 4� 0 N O * INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND ITEM 4.N. w �L O M O ENVIRONMENTAL DATA SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF STREET TREES, A MINIMUM OF 15 GALLON IN SIZE OR LARGER, SHALL BE O J f� CONSERVATION. PLANTED IN ACCORDANCE WITH THE CITY OF ENCINITAS STANDARDS, ALONG 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 307.± / CALLE SANTA CRUZ. AS AGREED TO BY THE APPLICANT, THE STREET TREES W i SHALL BE PROVIDED AT A RATIO OF 3 TREES PER LOT. PLANS FOR SAID VICINITY MAP 2) MAXIMUM VERTICAL DEPTH OF CUT = 5'± * EARTHWORK : / STREET TREES SHALL BE APPROVED BY THE COMMUNITY DEVELOPMENT DIREC- rI 4 -q � TOR AND THE CITY ENGINEER PRIOR TO FINAL PARCEL MAP RECORDATION. z 3 MAXIMUM VERTICAL DEPTH OF FILL = 6'± ) NOT TO SCALE .po 6a6 e LO6A� 'VAr t CUT= 45001 C.Y. 4) AVERAGE DEPTH OF CUT = 2'± FILL = 45001 IMPORT= Ot C . C OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT �j�17.�fi R.�'.� 0 5) AVERAGE DEPTH OF FILL = 2'± EARTHWORK OUAN7777CS ARE CALCULATED ON A TFIE01FE77CAL BASIS AND W 'k SEE ORIGINAL ENVIROMENTAL REVIEW & NEGATIVE ARE UTILIZED FOR PERMIT AND ENIARONMENTAL PURPOSES ONLY ACTUAL W W �J DECLARATION FOR T.P.M. 94 -097. CUANTTTIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR .� /U�� / .� p7 z � z SWELLING FACTORS. �(J' • 3 - �'] `(� r l I REVIEWED BY DATE REVIEWED BY DATE u 0 O zo= REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w Q n ADDER SFIEET ik4 P.M. 15615 OC -0073 CHIS. SQ. TOP OF HEADWALL Qj .25 9S P N PREPARtD UNDER SUPERVISION OF RECOMMENDED AP�PF�OVE4 pIZEGISE gRAj71NG , - �•_ DRAWING No. 8004 -G 10 20 94 W/ STEEL FN PST - SW COR. TINT. OF C BY. III III GRADING, TRAIL IMPROVEMENTS &LANDSCAPING FOR -071 NORT T.P.M. 94 -097 10/04 94 FE ROAD D 23 L WEST OF RANCHO SANTA HORIZONTAL 1 = 30' f DATE ' BY: 4744 V Y1� 49 FE AND 60 SOUTH OF EL CAMINO DEL c, /0/Zjg7 R.C.E. NO., 39726 DATE: X0'22 DATE: 1,0 TPM 94-097 NORTE CENTERLINES. VERTICAL N/A EN INEER EL.= 119.476 DATUM: U.S.C. & G.S. APPROVED BY DATE DOUGLAS E. LOGAN EXP. 1 -31 -97 WORK PROJECT NO. SHEET 1 OF 4 Plot date: 9 -24 -97 File name: BARR- GPT.DWG i D 0o RECREATIONAL TRAIL NOTES: _ - =- 1. BRUSH, ROCKS, DEBRIS AND OTHER O SHALL BE J ,J \P J J J J � > REMOVED FROM TRAIL. TRAIL SURFACE E SHALL HALL BE E N NATIVE SOIL OR ° 'n r � 3 -, Q W J��JL� ,� �, DECOMPOSED GRANITE AS APPROVED BY THE CITY INSPECTOR. ( N �. r s i LU d w 2. MAXIMUM CUT SLOPE IS 2:1. MINIMUM FILL SLOPE IS 2:1. l.1 - ___ - i LOT 2 - - -- W I __ L J J rJJ 3. VERTICAL GRADE OF TRAIL SHALL NOT EXCEED 20 %. W I jo r� j L_ LOT l _r r \ / 4. CROSS SECTION OF TRAIL SHALL BE NOT LESS THAN 1% OR .,� V GREATER THAN 5%. - - - - -- ; Q ; U 5. VERTICAL CLEARANCE OF 12' SHALL BE MAINTAINED AT ALL � POINTS. - *6. PROVIDE WATER BARS ON TRAILS WITH GRADES OF 7% OR -------------------------- GREATER. THE MINIMUM SPACING SHALL BE ONE WATER BAR ---- --- i -- -� -� SMH ± BEGIN COLE RANCH RD. STA.1 +00 EXIST. WATER M AIN 8.4 i�' FOR EVERY 5' RISE. SEE "WATER BAR DETAIL" ON SHEET 2. S AT N.W. CORNER TPM 94 - 097 SMH SMH Y_ ZA2 7. TRAIL MARKER: CARSONITE CIB -380 BROWN 66 ", TO BE - C ALLE 6 SANTA 6 SD CRUZ 6 s�r s - I INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ExIST. 6" CURB GUTTER P.C.C. SD J OR ' ao SD 5 1$ �^ N / AVAILABLE FROM: CAR�ONITE A 1 77.9 4 • r �. 1301 HOT SPRINGS ROAD N g 7 78.2 " CARSON CITY, NEVADA 89706 - - -- -- - -- - - - -- - - -- - 572'5819 E - - -- - - - -- - - 9 - -- -- - -- - - 1- 800 - 648 -7974 1 7/, - - -- - -- _ 1 163.89 * NOTE: WATER BARS ARE NOT REQUIRED FOR THIS S A .1 FILL S 8Q O PROPOSED 5' PRIVATE WATER S \ 85 �- PLAN AS TRAIL GRADE IS <_ 5 %. g2,g SERVICE(S) ESMT RESERVED \ FL 1 - * ON PARCEL MAP. 82 \ EXIST. 72 85. I.P. w 3 ` \. 85 _y :I \ \ ED 80 All EN t� z g4 85 -t It A P R -�� �Lq I M 0. 2 84 LDC 1 / -- o / N 82.OTG N L + 4 81.0 FL i W O \ 84.4 w. N \ LEGEND U X I FL - 85.8 87.5 0 9 HD LO 72 o a , N I� EXISTING IMPROVEMENTS / I.$ s 2 *30*- PARCEL 1 83 N N , ED 1 - W-WATERLINE ERLINE I 7 z 83.0 PARCEL 2 3 sOO �� i�DE - S - SEW PROPOSED 24' WIDE ROADWAY �� PER EXISTING ROAD IMPROVE 0 PARCEL 3 N -SD -54 " STORM DRAIN MENT PLANS DWG.NO.8004 -G. 5 ' SMH SEWER MANHOLE (SAME OWNER) 3 N72 "W 180.00' EDE DRAINAGE EASEMENT 8F II W $5 N PAR L 4 -- PARCEL MAP BOUNDARY r, N N 8 2.0 LL/ EXIST. CONTOUR LABELED -j ° �I z l �0 ( DST 2 *90± REMAINDER L 82 0 ,s2.o - PROPOSED IMPROVEMENTS ± I` z MW PARCEL Ln ✓ I I � TG AREA DRAIN GRATE TOP ELEVATION o FL DRAIN /GUTTER FLOWLINE ELEVATION L w _J S �' 8 / 0 V) 0 g 84.3 81.0 TG N 83.0 SPOT ELEVATION 1 4 X16" AREA DRAINS LLI o x I ` / END OF WATERLINE 4 $9.OFL 79.5 FL 82 8 3 LS 1 �� " a 0 C �/ M PER O.M.W.D. EXT. #195 F I 0 -4 PVC /ABS DRAIN PIPE (3" FOR PCLA) �j N �/ D S SEWER LATERAL 'V V 7 i 83.0 -� 82.OTc WATER SERVICE & METER f 80.5FL 4 9 �l PCC BROW DITCH i PDE DRAINAGE EASEMENT . � • . • ---- - - -- -- � c7+ -� DIRECTION OF DRAINA� L \ --w-DRAINAGE SWALE (2% MIN) 2 FILL PDE 0 LANDSCAPE AREA. SEE. NOTE 8. - ..� __ 1 1 4.57 \ p -85- PROPOSED CONTOUR LABELED 5.0% 3 N72'59'39 "W 71.5 ± (MAX) 3 70.5± L \ \ ® FILL SLOPE (2:1 MAX) -- / - - -- - - - - -- 73.0± - -- - -- FL �T DAYLITE LINE -T - - - - - -` FL - - - - r r - r J ( I r-1 C r E T "�. t I 40' � � ' o 4D 1 ___=__= -, 723 � _rl\R r r ���Jr�� J�J J� J EXIST.�R.O.W. P_rl\R r l ��� �� � J�J �, - � � J t t GRAPHIC SCALE z 30 0 15 30 60 120 I�EEr #�} F2xL PKzSGISt: C�RAbING W W (IN FEET) Z_ C� Z 1 INCH = 30 FEET W i NOTES: WORK TO BE DONE © SAWCUT•EXISTING 6" P.C.C. CURB /GUTTER AND CONSTRUCT 16 FOOT WIDE P.C.C. DRIVEWAY PER G -14. Z BRUSH P.C.C. AT TRAIL CROSSING. Q *(D INSTALL WATER METERS PER O.M.W.D. APPROVED WATER MAIN EXTENSION PLAN FOR P.M. 15615 (TPM 18455). Q7 CONSTRUCT 8 FOOT WIDE TEMPORARY PUBLIC PEDESTRAIN TRAIL WITH DECOMPOSED GRANITE SURFACE. O O2 INSTALL SEWER LATERAL FOR EACH LOT (TYPICAL). J ® Q3 CONSTRUCT P.C.C. BROW DITCH, TYPE "B ", PER D -75 AT 1.0% MINIMUM SLOPE. INSTALL DROUGHT TOLERANT LANDSCAPING WITH PORTION OF COLE RANCH ROAD AS SHOWN (SEE LEGEND). / Civil Engineering O INSTALL PARKWAY LANDSCAPING ALONG CALLE SANTA CRUZ TO BE CONSISTENT WITH EXISTING PARKWAY • ��oFES4 �v •, w ® INSTALL 6" AREA DRAIN WITH 4" PVC OR ABS DRAIN PIPE AT 1.0% MINIMUM SLOPE. LANDSCAPING IN THE NEIGHBORHOOD TO THE SATISFACTION OF THE CITY. STREET TREES A MINIMUM OF 15 • • Land Planning a -,`c' �n„�� Structural GALLON IN SIZE, OR LARGER, TO BE PLANTED IN ACCORDANCE WITH CITY STANDARDS ALONG CALLE SANTA ' • • o� �' -r�Z� O5 CONSTRUCT SIDEWALK UNDERDRAIN PER D -27. CRUZ AT A RATIO OF 3 TREES PER LOT. •Surveying 39726 4 Ex'. t2 -3t -07 a p * SHOWN FOR INFORMATION ONLY. ACTUAL LOCATION &CONSTRUCTION PER O.M.W.D. APPROVED WATER MAIN EXTENSION PLAN. 132 N. El Camino Real, Sute N Encinitas, CA 92024 � CIV Fax /Phone 760 - 942 -8474 UFCA�IF x �' LJ W FILE NAME: BARR- GP.DWG Z PLOT DATE: 9 -24 -97 CD REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE D.E,4. T.M.. ' L APPROVALS CITY OF E N C I N I T A S ENGINEERING SERVICES DEPARTMENT DRAWING NO. i ADDEt7 sIIEETd►4 W/ STEEL FN EL FN 3 SQ. TOP OF HEADWALL PLA PREPAR UNDER SUPERVISION OF RECOMMENDED AP OV EL STE PST T SW C HO OF HORIZONTAL 1 " =30' DATE: GRADING, TRAIL IMPROVEMENTS & LANDSCAPING FOR: (L EL ROAD. 23 DEL NORE AND RANCHO WEST OF RANCHO SANTA SANTA (Q -� ? BY: BY: FE ROAD. TPM 94 097 4744 -G I FE AND 60' SOUTH OF EL CAMINO DEL NORTE CENTERLINES. VERTICAL N/A ENG R R.C.E. N0. 39726 DATE: 10.22' 9 DATE: �d 'ti�''q� z EL.= 119.476 DATUM: U.S.C. & G.S. DOUGLAS E. LOGAN EXP. 12 -31 -97 WORK PROJECT NO. SHEET 2 OF 4 ENDS ON COHMMOL FL H coo 1 77 o I J r _3 J ' O N ' s U w EXIST. 10' PARKWAY R PLANTED PER - r`. ` - - - -- --- -� WORK TO BE o °- - - - - -- - - - - - -- ------ - - - - -- - -- W -- -- -- 8' TRAIL 1 DONE � NOTE #9 + -- W - SMH SHEET 2. SMH BEGIN COLE RANCH RD. STA.1 +o0 EXIST. WATER MAIN SMH 8.4 IMPROVEMENTS S AT N.W. CORNER TPM 94 -0 S 97 7 S 6 S -9 GU B PER NOTE, SHT. 2 HESS W SD 6 SANTA � 6� SO CRUZ JN SO N / CALLE PAVEMENT 17,-5% :1 OR EXIST. 6" P.C.C. A 5 7 • 78 ry ad /� `Y CURB & GUTTER 77. r x:.... 9 7 78.2 S72'58'19 "E 7 - -- - - 9 - -- -- - -- - / 6" CEMENT TREATED BASE OR - - - _ \ \ 163.89' 6" D.G. OVER 12" RECOMPACTED O 7 /, 3:1 FILL 80 PROPOSED 5' PRIVATE WATER S \ �-�_ 85 NATIVE SOIL AT 90% RELATIVE �' A 85 S 8 0 SERVICE(S) ESMT RESERVED \ COMPACTION. ON PARCEL MAP. 82 \ EXIST. 72" C.LP. . \ 80 EATI EN FL � y 84,0 ANDBAGS(TYP.) \ ED RECREATIONAL TRAIL SECTION a5. ` \ g5, - A E P R 84.2 SO 85 ` ��� M 0. 2 84 NOT TO SCALE t� 1 8A k ?��` o I r 28' M N C3 82.0 `v 4 H D W 84.4 85.8 / L) �` � X v I � • C5 87.2 C \ te F' 87.5 04 C5 8 1 `` ',n LO 0 \ w M r� PARCEL 1 N N ` EDE 04 I ( SEE 5HEe � 2 83 7 i a Z SIC w/s LOCAT 83.0 PARCEL 2 To 1� i PDE Lo PROPOSED 24' WIDE ROADWAY \ n C P I z PER EXISTING ROAD IMPROVE- V) -� PARCEL 3 MENT PLANS DWG.NO.8004 -G. ' 00 82.0 (SAME OWNER) 3 l N72'58'59 "W 180.00' ^• I co PAR L 4 �O 86. I `(8$ co Ll l �` � ° 82.0 I J G gR 0`N � P� O QE 1 LO _ .82.0 4 p 5' 4 ` "' _a REMAINDER �, 82.0 / R 2.0' Q�RO 2./\��•/ Pis - , s z U �° PARCEL U 3.0' (SEE FO SHEETit2 LOC ° T f / O l 0 FZ W S �.T N 1 /2 DEPTH /' I w � S 84.3 / ) OF DITCH /' � 4 8 9.OF� ' 79.5rL 82.8 C.O. OR ttl a_ 00 I - / END OF WATERLINE r VERT CURVE. �\ a o r ,/• - o D PER O.M.W.D. EXT. #195 �/ I L 83.0 82.OTG 4 PIPE TO BE FININSHED FLUSH WITH SIDE Of LL, �\ / ` �.'. ®. II 3 84 $ BROW DITCH. GROUT WITH P.C.C. MORTAR vl � ��,� ✓�, � � AROUND PIPE AT o C EC CONNECTION TO DITCH. PDE AM \ SECTION--* __ 1so.00' __ _ - - - N72'59'39 "W ± 1.4 WALL, DRAIN &DITCH SECTION \ 5.0% 3 \ NOT TO SCALE -- (MAX) -- 3 n - - - - - ,�.,,.�; -.� - - - - - - - 3 FL - - _ - - - 7 0L ±""� 72.5 \\ \ s - - - - - - - - 73.0 ± - - SANDBAGS(TYP. y - / FL - \ F T R CH r f PC , / I r I J L` r f(7- I I\ �� D G. 0. 21 40' < F-- -- -- - - -, 723 p -r T � L IM r� p J 0j J L EXIST. , , r r " Z „ GRAPHIC SCALE w 30 0 15 30 60 120 W Z I C� I Z (IN FEET) W 1 INCH = 30 FEET 3 BAGS HIGH (MAX.) 0) � ADDITIONAL NOTES: Q ; 18° 1. JUTE MATTING, HYDROSEEDING, OR APPROVED EQUIVALENT IS TO BE INSTALLED 0 K ON ALL EXPOSED SLOPES. -j 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM LL1 FLOWING OVER THE CRESTS OF SLOPES. NOTE: sue, • Civil Engineering THE LOWER BAG ROW IS TO BE BURIED '`� HYDROSEED MIX SHALL BE AS FOLLOWS: •Land Planning 6" BELOW GRADE. z { "` 2,000 LBS /AC. MINIMUM WOOD FIBER MULCH • Structural G3972C ,,, 1,000 LBS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE (16-20-0 W/15% SULFUR) Cn -al Surveying Z i �F , °42-s,�a a 20 LBS /AC. MINIMUM FESCUE, ( "ZORRO "). 0 o ` ` TEMPORARY SAND BAG CHECK DAM 132 N. El Camino Real, Sute N •Encinitas, CA 92024 �. � R 11Yi�. 20 LBS /AC. MINIMUM ROSE CLOVER. W ' NOT TO SCALE Lit Fax /Phone 760 - 942 -8474 Gw x _ • , . z FILE NAME: BARR- GPE.DWG r PLOT DATE: 9 -24 -97 ` REVISIONS APPROVED DATE _ REFERENCES DATE BENCH MARK SCALE D p APPROVALS CITY OF EN CI N I TAS ENGINEERING SERVICES DEPARTMENT DRAWING I Ap4EV SE+EEr # 4 71- OC -0073 CHIS. SQ. TOP OF HEADWALL PLAN REPAIR UNDER SUPERVISION OF RECOMMENDED A OV EROSION CONTROL / CROSS SECTIONS FOR FN PST - SW COR. INT. OF W STEEL ��� �/ 4744 -G IL g /3 q EL CAMINO DEL NORTE AND RANCHO SANTA HORIZONTAL 1 " =30' DATE: U 1 ! BY. �' BY TPM 94 -097 FE ROAD. 23' WEST OF RANCHO SANTA FIE FE AND 60' SOUTH OF EL CAMINO DEL R.C.E. N0. DATE: 0 -ice DATE: 0 ALL' NORTE CENTERLINES. VERTICAL N A ENGI E SHEET 3 OF 4. EL.= 119.476 DATUM: U.S.C. & G.S. DOUGLAS E. LOGAN EXP. 12 -31 -97 i ; � �tLN�4t� 'R=D, fMPT��EMEI.� hl�T� GRAPHIC SCALE IN FEET Q l IVbR -'f (6&l 0V-- W6L6EA f A 6I NA11 41 A f-dR� 0 30 60 90 120 TA EES l/1! R�eA/ 5HOAlAl tlA/hA5p �� '�tr�C.l� '�Z O AD � 6�- WA"f 3EE SHEE T FOR WAT #2 CH? METERS I I I /NFbRrvIAT /ON ONLY VA'C IMF J£Mr J/ � @. TN/5 GOG4T/oA1. k/4TERL /NEMETERS PER WO D REFER TO CFOSS SECTION A/3 caMWG EXT. +r/9'5. METERS I POR EXf) D &TAILS LOCATION A � TM r-1 M w W M _ TO OF, LoGATEO OUTS /OE OF Z F- OF TREE Y� ►`� I GIV.� -7W G`l 1 = R�GR6AT /oNAG TRA /L. I j 1 \ r � � �t -lo-a �f A5 'Doi • \ 11 -301 _ ' cQ z 1 1 \ N v �- I I INSTALL G "TO 4" PVC REDUC A2 I I W W hlo ail o65�35� �� --I I _ I W /6(-)L.F PV.C. TOCU2B OUTLET �Atp h4Ar�r� Ct J \ INSTALL PCC DR/VEWAYAPlZ. AAl PE2'5TDUDWG•G l4fTYP) \\ EX /ST. WATEA?LWE � 14 o --a� von, ►�o, a� - oti3, - _ _- � ��� - _� J v u N72'58'19 "W 571.79' 5 W w SMH S�� p � SMH / �_ S fEX /ST. SEWE/2L1NE S ��- S S SMH W 1 EXIST. 4 "C.T. P. P L CA / / SA NTA 3T0, C I SID W_� LSD SO SD EXIST. G - PLC I \ 178.2 t <) CURB eGUTTE.O t NOTE e °: 25'( ±)L.F -4 "PVC. (78.9) t TH /5 F& AN /S FflR PRECISE C- 9401NG ONLY. ALL OTHER WK OR ReOL41RED - r.1 FI L PER TH /S OWE No. 4744-C7 1,T 16 = so a !$3j -�� -�' (M!Al )/f 82 �- EX /57 RIGHT- OF-WAY AjT I 00 S t�' EG¢ESS P $TILL PER SHG -ETS /-3. (82) TO Ti 1E SAN DIEGO COFJNTY FGOOD CONTROL N /83 82.9TG 163.3 °, -- - DISTRICT ZONE l Rt CORDED 6-27 -85, AS 1 8 /.9h`. HP /E '�� o 2- F 85- 230576 DRAINAGE EA SEMENT TO SAN DIEGO I / O = - - O 67( *) C.F - 6 "PVC. ° . 83.5 �J �� :° e -- COUATTY FLOOD C A rROL 0/STRICT ZONE I, 8 49 2 @ 32°/ °3 ° S RECORDED ) -/0 BIAS FJP85 007982 OF O.¢. • ° 82 \ / � N � 41$5 � p p I 10� a�, 4O' 83.1 PAD EL. 84.0 $�� ti o I Bas 1 ` J r ° 2 I m PEDESTKIAN FENCE 1� ° I �` I 83.1 M.. H P \ o 0 5 PER a Eulcnl JG DEPT �/ N �� . 0 °' N H-1- FF EL 84.7 1 ° .' z y 12. ' N !8 tl 1 83.5H.R 3 ,� CONSTfZUCT RETAINING WALL 9TANlaAk! S \ PE 4284 I IZ crry Cr SAN DIEGD i ElCl6r HO a �f - . ¢O/ N 3?E� \mi I I 0 'z 10' F / \ \ N I I I l lNFrRMATION6ULLETIN c @ x r h O , / h�h \ 1 I I I I NO. 22I. MAX HEl6HT= a' ± PAD EL. CIO/ �18� 10' 3 NOTE USE DECCKATWE FF. =83.7 0, x> �- 83.7 84.0 \ o FF EL.84.0 1 I o. r3cock FAG /NG r. e. �ry) �, r - ter-. _ WI.Q • / a. a : ;. 1 N °' I\ dQ' ��i. I SPLIT FACE, SfU<.L o O... ETC �� - 5' PAD EL. 83.7 1 ° P WITH GSIPPEI7 TOP. FF EL.84.4 1 82.6 AE \ '' f(7 rp (fL= A5 \ 2 $ 0 t 82.6* FILL 1R.D SF r NOTE: CW.= 83 n � 1\ ENTII?E LENC�T! I. RETAINING WALL PER N v' : 84. / tr` 58 �� _� 83.I H.P. g N•p Q in \ \ 1 ql CITY OF AAN PIE-O BULLETIN 0 221. '� D �' PAD EL.$5.0 SaOI✓ 83.0 /E 2�/ cur 8� �L4 �u z ° o j I i Z U5P 06fCRATIVE BACK FAGINC-,, i.e.. � :' � �sj FF EL.85.7 (MrN� �• O spur FA STUCCG N Z MTN CAPPED TGaP i !8 >� I �.. } j Y $� / / j J = �, -' REMAIN Nf $ d �� (MIU I LF FF 10 7r L DRAINAGE EASEMENT SEMET TO l c r _ / + l� 1 \ `+ I I,i \ Tt4eC/TYOF ENCIN 2 1Te4S PE / _T //,� \ � r�iJQ.P� 87.4 N IIU 39 COT 1 8�� etc ~�'0\ } 3 *SEE NOTE "A" (84) o " S °I ° (t �� rs / �~'' C I BELOW N a \�s� N J ✓ "� 84.8H.P 3�, 01 1 Z ,w \ 0 \ / ®3 $3 3 85.0 �/ � / \ 84) - . 84. TG \ / / 82.1 / - -I - = - G "P.VC �) 28C +)L.1 G "P.VC. / _ - 24(f)LF -G 2:1 „ P.V.0 . 00. 00' o r" loo.00% ) .ao' N72 °59'39 "W 572.58' TC (7AYLIc__"T i 'a WALL DETAIL - f ANFZEL 4 1 I NO ✓CALF I I zs 2s \\ Ln o LEGEND / e PARCEL NUM8ER z I I 2 y UNIT TYPE 3 NOTE ALL PNIVATE "ON- SITE "DRIVEWAYS DIRECTION OF PAOOROINAGE To 5E CONBTRUGTED PER OWNER *IoIR7 G "AREA DRAINS WJPVC DRg1N PIPE CAS /NDlC4TED H&eEOAI) W NOTE "A" (REMAINDER PARCEL z DEVEC.OPERS SPECIE /CAT IONS. A.G. OR 41 LIMIT OF PRO(p GRADING ht SEE FINAL PARCEL MAP NOTE FOR CITY OF ENCINITAS p. G.G. PAVEMENT MIN. 85 P.QOP. SPOT ELEVATION 1q TPM 94-097• NO BUILDING ANDIOR GRADING PERMIT Z yST / SHALL BE ISSUED FOR THE REMAINDER PARCEL, AS p a.a PROP. PCC.OR/VEWAY(05 -7) (IF U69 G -14) QI W 73 T/ y � H N N N I SOW HEREO, UTIL / � A CERTIFICATE OF COMPLIANCE Sr 15 /SSUCD. Rro IZ- �'l� -1'� V' C, '�- Q �J PROP. P.C.C. BROW DITCH, 5TD. DWG. 0 Z CgL<F U CAM INO DEL I/ G{ Z<- PROP. CONTOULZ ( Q� T Cg RA A D LLE ` -- (85) -- EXIST. CONTOUR T� Nq V O '' ST SANTA CRUZ �� Tti _� po GIBS E• I.oGAa �G CONTRACTOR'S NOTE J r �^ 7.4 PROP. 2 : l SCOPE EMBANA!MENT O I TrHS SHEET TO BE USED FOR F /N15H GRADING ONLY. ALL o O J Q Gi}(p, �Z .3I"o ROUGH G- 17fIDING HAS BEEN PREVIOUSLY RPPROVED ON EXIST. LANDSCAPE PARIGWAY TREES Q p SHEETS 1-3 OF C -P 4744 • ANY DESCREPENC /ES BETWEEN T STEMWALC W�D C Q INIT O C) SITE pFES, THE ROUGH GRAD /NG 6' FINISH GRADING, TO BE BR OUGHT TO OWAlER TO 08 TAlA1 A CONSTRUCTION PERMIT FROM TrIE eNr 1A L U qS ? 2 Q� O Eg E TNEATTENTIOAIOF PASCO ENGl"deZ /NG PRIOR To F_AJGINEERING DEI°AQTMENT AT LEAST 48 HOURS P2/OIZ PROP. ESIGNAT02 CINOIGATES ADDITIONAL FOOTING DEPTrIJ W O�G F OFP /N /SH GRADING WORK. SO WRLLIRESULT IN�SSU4NCEGOFA STOP WORKNOT1Ct II �� <[ O DOUBLE PERMIT FEES. IT 1S THE RESPOA/S LIA-16 z OWNER TO KNOW WHERE HIS /NEB PROPERY LINE IS. PROP. P.C.C. DRIVEWAY APROIJ CG- -I4) cam ." � ly 1MfOt AREA OF PERMIT- APPROVAL OF CONSTRUCT /ON CHANGE TO ACTIVE UTILITIES NOTE GRADING PERMIT REQUIRED PRIOR TO ISSUANCE OF BUILDING PE12MIT. � O VICINITY MAP ALL UTILITIES SERVING THE SITE ARE TO BE UNDE•R6ROUIVOE0• 11i NO SCALE C �P Toe of FOOTIN6 PER DETAIL. /PLAN W LJ ' 3 p F 8o7ToM of Foor1AJG PGR oc-T - AIL PLAID Z Z 0 z = REVISIONS APPROVED DATE REFERENCES DATE $ENCHMARI� .SCALE COINIlVIUNTTY DEVELOPMENT DESIGNED BY RAW N BY CHECKED BY APPROVALS CI'T'Y OF ENC=AS ENGINEERING DEPARTMENT DRAWWGNO. Ltd CL SEB TS WA! 1 ADOL'(7TN /5 SHEET Oi -007? CHM p• TOP MIL PLA P EPAR UNDER THE SUPERVISION OF RECOMMENDED APPROVED PREG5F, GRADING PLAN FOR � FOR PREC/5EC+4AD /NG Z' M/QTEEL FIC. Pm-ft Cm. Da. HORIZONAL 1" = 30' - : AU7E0 R.W. To PAR. 4 EL CANING DEL NDlRE 6 FM SANTA % DATE: Z Z BY: BY: WINDSOR ESTATES IL E'� 4744 - G gn, r�P.cG. WALKWAYS. 5'9' FE- 23 ° W. FM QANTA FE 6 00 R. C. E. NO. 3972(0 DATE: _ DATE: _ D� W 4& U 6. EL CAMIND DEL "in M. VERTICAL N/A As E. �� EXP. 12 -31 -01 WORK PROJECT NO. ENCINITAS TPM 94 -097 SHEET 4 OF 4} AA SED R• _ FA4, ELEV. 110.476 DATLK US /d\ LA iV'f) I, ISI 2 _ (b i I A nn .