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2000-6287 G (Plans) GRA RING PLANS MR"• WORK TO BE DONE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, C STANDARD ENCINITAS RAN011 SOUT11 I ��AA THE IMPROVEMENTS CONS/ST OF THE FOLLOWING WORK TO BE DONE ACCORDING TU THESE PLANS; SPECIRCA OF FOR P O WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION THE STANDARD DRAWINGS OF THE CITY OF SAN DIEGO, AND !N ACCORDANCE WITH THE STANDARDS STANDARDS OF 77�E C OF ENCIN/TAS AND THE SAN DIEGO AREA REGIONAL OF THE CITY OF ENCINITAS STANDARD DRAWINGS° NY CHANGES OR REVISIONS 7HEREFROM SHALL BE APPROVED BY 7!!E C/ ENG/NEER PRIOR 70 ANY REQUEST FOR INSPEC770N _LEGAL D£SCR/PT/ON 2° IRE FOLLOWING SO/LS SPORT SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL G /NG SHALL BE DONE IN ACCORDANCE WITH THE LA COSTA 'q�c'NUF RECOMMENDATIONS AND SPEC/F/CA77ONS CONTAINED IN SAID REPORT L07S 48, 49 AND 62 OF 77.1E C17Y OF ENCINITAS TR4cr NO. 94-06� UN/75 4, 5 AND 6, IN THE I. SOILS REPORT LED 'PRELIMINARY GE07FCHNIC.AL EVALUA77ON ENCINITAS o OU41L CITY OF ENC/NIMS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO THE MAP RANCH SOUTH ESA RE5IDFNTIAL PROJECT C/TY OF ENC/N/TAS CALIFORNIA' o c� GARDENS THEREOF NO 13356, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN D IEGO COUNTY, BY CEOSOILS, I DATED JANUARY 5, 2000° °G DRIVE SEPTEMBER 4, 1996, 10GETHER W?H A PORTION OF 77/E NORTHWEST QUARTER OF THE ` 2° "PHASE ! ENV/ MENTAL SITE ASSESSMENT, ENCINITAS RANCH, SOUTH MESA" > SOUTHEAST QUARTER OF SEC7701V 10, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNA10"'0 BY NINYO AND OORE /NC. DATED MARCH 1, 2000, MERIDIAN J. OLIMITED PHASE / S17F ASSESSMENT, ENCINITAS RANCH-SOUTH ME.S4" BY �Z LEUCAD/A BOULEVARD A•p•N• NINYO AND MOO E, 1NC° DATED MAY t0, 2000. p 3 APPROVAL OF THIS PLC DOES NOl CO1V3nrI7F APPROVAL OF SIZES, LOC477ON AND PASEO Z 257-0220-/01, 254-614-01, 02 AND 05, TYPE OF DRAINAGE FAC' ?/ES, NOR OF IMPROVEMENTS' WITHIN STREET RIGHT-OF-WAYS DE LAS � PE/�/1�/TT£E SEPARATE APPROVALS A D PERMITS FOR THESE SHALL BE REOU/RED IN CONUUNCRON FLORES W17H IMPROVEMENT PLA PACIFIC o CORNERSTONE COMMLIN177ES 4. WRITTEN PERMISSIONS BE OBTAINED FOR ANY OFF-SITE GRADING. OCEAN W 4365 EXECUTIVE DRIVE, SUITE 600 5 CONTRACTOR SHALL TA ANY NECESSARY PRECAU77ONS REQUIRED 70 PR07FCT SAN DIEGO, CALIFORNIA 92121 ADJACENT PROPERTIES URlNG GRADING OPERATIONS ANYTHING DAMAGED OR (619) 458-9700 GRADING.7 D SHALL BE EPLACED OR REPAIRED TO CONDITION EXIS771VG PRIOR 70 OWNER 6° THE DEVELOPER SHALL E RESPONSIBLE rHAT ANY MONUMENT OR BENCH MARK ENCINITAS RANCH, L.L.C. CARLSBAD RANCH COMPANY, L.P. WHICH IS DISTURBED O DESTROYED SHALL BE REESTABUSHD AND REPLACED BY A ENCINITAS SITE 4365 EXECUTIVE DRIVE, SUITE 600 5600 AI/EN/DA ENCIN/TAS X100 REG/STERED C/1?L ENG/ ER OR A LICENSED LAND SURVEYOR. BOULEVARD SAN DIEGO, CALIFORNIA 92121 CARLSBAD, CALIFORNIA 92008-4452 7° THE CON7R4C70R ShRLL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEWlCES INCLUDING SHORING, AA9 SHALL BE RESPONSIBLE FOR CONFORMING 70 ALL LOCAL, V/C/N/TY MAP NOT OUANT/T/£S STATE AND FEDERAL SA AND HEALTH STANDARDS, LAWS AND REGULAT TONS NOT 70 SCALE CUT 770,850 C°Y° B° GRADING AND EQURME OPERATING WITHIN ONE-HALF (112) MILE OF A STRUC77/RE FILL 770,850 C.Y° (100,000 C.Y RECEIVED VIA M4 7FR/AL STORAGE PERM/T) FOR HUMAN OCCUPANC SHALL NOT BE CONDUCTED BETWEEN 17/E HOURS OF 5.30 P.M. AND 7.30 A°M. NO ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATlO SHALL COMMENCE UN7TL A PRE-GRADING MEE77NG HAS BEEN HELD ON-SITE W177-HI FOLLOWING PEOPLE PRESENT C 17Y INSPECTOR, CIVIL ENGINEER COMMUNI7Y DEVELOPEE T REPRESENTA77V& SOILS ENGINEER, GRADING CONTRACTOR AND NOT/F/CA T/DNS R£CREA TONAL TRAIL NOTES ENV/RONMENTAL DATA AND PERMHOU THE ADVANCE DE MEETING SHALL BE 2770.SCHEDULED WITH 1TIF CITY AT 7. THE EXISTENCE AND LOCA770N OF UNDERGROUND U77L/TY PIPES AND S7RUCTrlws 1° BRUSH, ROCKS, DEBRIS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM TRAIL° 1, STEEPEST EXIS77NG NATURAL SLOPE 0N-S17E = VERTICAL. LEAST 48 HOURS /N A VANCE BY CALLING (760) 633-2770. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO ]RAIL SURFACE SHALL BE COMPACTED 70 A MINIMUM OF BOX. SURFACE TYPE SHALL 2. MAXIMUM VER77CAL DEPTH OF CUT = 37: 10° PR/OR TO HAULING DIRT OR CONSTRUCTION M47FRALS TO ANY PROPOSED T hE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN BE NATIVE" SOIL OR DECOMPOSED GRAMME AS APPROVED BY THE CITY INSPECTOR CONSTRUCTION SITE WflY9W 7HIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE AND COMMUNITY SERVICES: 3 MAXIMUM VER77CAL DEPTH OF FILL = 28: RECEIVE APPROVAL FRO THE CITY ENGINEER FOR 771E PROPOSED HAUL ROUTE. THE PRECAUTIONARY MEASURES TO PR07FCT ANY EX/STAG U77LMES OR STRUC7URE5 4. AVERAGE DEPTH OF CUT = 8: DEVELOPER SHALL COMPLY WITH ALL COND177ONS AND REQUIREMENTS THE C17Y LOCATED AT THE WORK SITE•° /T IS 7XF CONTRACTOR'S RESPONSIBILITY TO CONTACT 2. MAXIMUM CUT SLOPE /S 2°1° MINIMUM FILL SLOPE /S 2.°1° ENGINEER MAY IMPOSE WITH REGARDS 70 THE HAULING OPERATION° THE FOLLOWING OWNERS OF SAID U77LMES OR S7RUCTURES PRIOR TO ANY J. VERTICAL GRADE OF TRAIL SHALL NOT EXCEED 20X° 5 AVERAGE DEPTH OF FILL = 10. EXCAVATION, FOR VERIFICATION AND LOCA77ON OF UTILITIES AND NOT/F7CAT/ON OF 4. CROSS SECTION OF TRA IL SHALL NOT BE LESS THAN 1X OR GREATER THAN 2.'C 11. UPON F/A44L COMPLETO OF TOTE WORK ORDER UNDER 71�E GRAD/NG PERMIT BUT COMMENCEMENT OF WORK.° PRIOR 70 FINAL GRAD/ APPROVAL AND/OR FINAL RELEASE OF SECURITY, AND AS- A. ENCINITAS SAN?ARY D/S77T/CT 5. VERTICAL CLEARANCE OF 12' SHALL BE MA/NIA/NEED AT ALL PO/NOS GRADED CER77RCA770111 HALL BE PROVIDED STATING° 7HE GRADING UNDER (760) 633-2770 PERMIT NO. 5287-G S BEEN PERFORMED IN SUBSTAN774L CONFORMANCE B° SAN DIEGO GAS AND ELECTRIC 6° PROVIDE WATER BARS PER C17Y OF FNCINMAS TRA/L STANDARDS ON TRAILS WITH GRADES LEGEND WITH 7HE APPROVED G 1NG PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED (800) 422-4133 OF 7X OR GREATER THE MIN/MUM SPACING SHALL BE ONE WATER BAR FOR EVERY 5' R/SE. DESCR/PT�ON STANDARD DRA N�/NG NO. SYMBOL PLAN". 1NE S WHO SHALL BE FOLLOWED BY RA7 DAVE AND S/GNA77/RE OF 7F/£ C WATER - SAN DIEGUI70 WATER D/S7RICT 7° TRAIL MARKER CARSON17E CIB-3066 BROWN 66' x 3°75;. 717 BE INSTALLED PER CIVIL ENGINEER WHO C RT/f7E5 SUCH GRADING OP£RA770N. (760) 633-2848 MANUFAC7URE'S SPECIF/CATON5. EXIS77NG CONTOUR T - 12° ALL GRADING SHALL BE OBSERVED AND TESTED BY A OL44LIRED SOILS ENGINEER OR D. PACIFC BELL TELEPHONE �, AVAILABLE FROM° CARSON/7E IN7FRNAT70NAL CORPORA17ON EX/STING SPOT ELEVATION UNDER HIS DIRECTIONS HE SHALL OBSERVE AND TEST 7XF EXCAVATION (800) 422-4133 10 BOB GIFFORD BOULEVARD PLACEMENT AND COMPA 77ON OF FILLS AND BACKFTLLS AND COMPACTION OF P.O° BOX 98 FIN/SHED CON70UR �'®- 7RENCHES HE SHALL UBM/T SOILS REPOR75 AS REQUIRED AND WILL DETERMINE E° CABLE TV - DANIELS CABLEWSION EARLY BRANCH, SC 29916-0098 THE SUITABIL17Y OF AN FILL MATERIAL. UPON COMPLETION OF GRADING (760) 438-7723 (808) 943-9155 (800) 648-7974 F/N/SH SPOT ELEVA170N 115.0 OPERATIONS HE SHALL TATS 77�AT OBSERVATIONS AND TESTS WERE MADE BY HIM 2° CON777AC7OR SHALL NOTIFY 771E CRY ENGINEER'S OFFCE 48 HOURS PRIOR 70 ALL SIGN TEXT TO B£ PREPARED ON PRESSURE SENS171V E DECALS USING WHITE REFLEC77VE OR UNDER HIS SUPER /ON AND THAT !N HIS OPINION, ALL EMBANKMENTS AND BEGINNING ANY WORK ON THIS PROJECT PHONE- (760) 633-2770. CENTURY SCHOOLBOOK LETTER STYLE ON BROWN BACKGROUND. NULL OR PROH/BITORY DAYLIGHT LINE \\' -//�_�I EXCAVATIONS WERE CO S7RUCTED IN ACCORDANCE WITH 7XF RECOMMENDATIONS DECALS SHALL HAVE UNIVERSAL RED SLASH AND CIRCLE. ' CUT OF THE SOILS R£PoR AND THAT ALL EMBANKMENIS AND EXCAVAIONS ARE 3° 7XF CONTRACTOR SHALL GIVE 24 HOURS NOT/CE ON CALLS FOR INSPEC77ON. PHONE. 8. NATIVE SOIL SHALL BE USED WHERE /ND/G4TD ON 7Ta£ PLANS UPON FIELD APPROVAL BY DIRECTION OF DRAINAGE SUITABLE FOR THEIR INTENDED USE. (760) 633-2770° ALL WORK PERFORMED WITHOUT BENEFIT OF INSPEC77ON WILL BE 77�T COMMUNITY SERVICES DEPAR RE I SUBJECT TO REJECTION AND REMOVAL. FILL SLOPE (2°°1 UNLESS 07-HERWISE NOTED) t3. THE CONTRACTOR SH.4L PROPERLY GRADE ALL EXCAVATED SURFACES 70 PROVIDE * POSITIVE DRAINAGE AND PREVENT POND/NG OF WATER. HE SHALL CONTROL HYDROSEED NOTES CUT SLOPE (2.°7 UNLESS OTHERWISE NOTED) SURFACE WATER AND A !D DAMAGE 70 AD10/NING PROPER77ES OR 70 RNISHED y WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES 70 PREVENT EROSION OF 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6°•1 (HORIZONTAL 70 FRESHLY GRADED AREAS UN77L SUCH 77ME AS PERMANENT DRAINAGE AND EROS/ON OWNER'S C£RT1F/GATE VERTICAL) OR STEEPER WHEN THEY ARE PROPERTY LINES CONTROL MEASURES HAVE BEEN INSTALLED. o. THREE FEET OR MORE IN HEIGHT IN FILL AREAS SUBDIVISION BOUNDARY 14. ALL AREAS 70 BE ALL SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE WE HEREBY CER77FY 7HAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR b. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUSUECT 70 PLACED IN ACCORDANCE W17H STANDARD SPECIF/CAT70NS° ALL VEGETABLE WILL BE RETAINED 70 SUPERVISE OVER ALL GRADING AC77V17Y AND ADVISE OF THE EROSION DUE 717 THE EROSION RESISTANT CHARACTER OF THE MATERNAL AS APPROVED 4 M47TFR AND O8,1EC770 BLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR COMPACT/ON AND STABILITY OF 7XF SITE BY THE CITY ENG/NEER. LOT NUMBER AND LOT AREA FROM THE SURFACE U N WHICH THE FILL IS 70 BE PLACED. LOOSE FILL AND 2. IRRIGATION SHALL MAINTAIN 7HE MOISTURE LEVEL OF THE SOIL AT THE OP77MUM LEVEL FOR ALLUV/,AL SO/LS SHALL E REMOVED 70 SUITABLE FIRM NATURAL GROUND. THE 77I£ GROWTH OF THE HYOROSEEDED GROWTH° EXPOSED SO/LS SHALL E SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED 3° FOR DETAILED HYDROSEEDING MIX, REFER ICJ PLANTING LEGEND PER LANDSCAPE EX/S77NG STORM DRAIN 70 A MINIMUM OF 90 ERCENT. IT SHALL BE THE CON7RAC70R'S RESPONSIBIL17Y TO PLACE; SPREAD, WATER AND COMPACT THE FILL IN STRNCT ACCORDANCE WITH SIGNATURE ARCHITECT PLAN. STORM DRAIN PIPE D-60, D-6 - - - - SPECIFICAT/ONS. - - - - 4. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS 17�i9N 2,000 LBS. PER ACRE. TYPE FOR REFERENCE ONLY 15. OUT AND FILL SLOPES HALL BE CUT AND 7RIMMED TO FINISH GRADE TO PRODUCE PRINT NAME FIBER LMATER/AL.W)WHEN®STRAW S US£D� IT MUST BE ANCHOREDD70UTHE SLOPE BY D �E "A-4" CLEAN OUT SEE DWG NO 6287-/ SMOOTH SURFACE AND UNIFORM CROSS SECTIONS 7HE SLOPES OR EXCAVATONS MECHANICALLY PUNCHING NO LESS 7J/AN 50X OF THE STRAW INTO 77-IF SO/L. AND EMBANKMENTS S BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY TYPE "B-1' CURB INLET THE ENGINEER OF WOR AND LEFT IN A NEAT AND ORDERLY CONDITION ALL ENCINITAS RANCH, L.L.C. 5 FERmIzER CONSIST/NG OF AMMONIUM PHOSPHATE SULFA7E 16-20-a W1TH 15X SULFUR STONES R0075 AND 0 ER WASTE MATTER EXPOSED OR EXCAVA7ON OR 4365 EXECUTIVE DRIVE; SURF 600 APPLIED AT THE RATE OF 500 LBS° PER ACRE. RETAINING WALL C-1, C-6, C-7, C-8 EMBANKMENT SLOPES H/CH ARE LIABLE 70 BECOME LOOSENED SHALL BE SAN DIEGO, CALIFORNIA 92121 AREAS 70 BE HYDROSEEDED SHALL BE PREPARED PR/OR 70 HYDROSEEDING BY C.M.P. RISER REMOVED AND DISPOSE OF, THE 70E AND 70P OF ALL SLOPES SHALL BE ROUNDED 2 = =0 NN ACCORDANCE W17H E GRADING ORDINANCE° 1. ROUGHENING THE SURFACE 70 BE PLANTED BY ANY OR A COMBINA77ON OF- 16. ,-, ' ALL TREES; BRUSH, GR AND OTHER 06UEC770NABL£ MAlFRI4L SHALL BE o. TRACK WALK/NG SLOPES' STEEPER THAN 6.-1. BROW DITCH 9-75, TYP wG COLLECTED, PILED OR THERWISE DISPOSED OF OFF 771E S 17F BY THE CON7R4C70R A RIPPING AREAS THAT W/LL NOT BREAK UP USING ITEM a" ABOVE. PEDES7RIAN TR,4/L (4" D.G) SO AS 70 LEAVE THE REAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE fR0 UNSIGH7ZY DEBRIS APPROVAL OF LOCATION OF DEBRIS 2. CONDITIONING THE SOILS SO THAT IT !S SUITABLE FOR PLANTING BY- D.G. ACCESS ROAD (4' AG° ON 6" C.T°B°) FILL SHALL BE SECURE FROM THE SOILS ENGINEER AND CITY ENGINEER PR/OR 70 0. AD1US77NG THE SURFACE SOIL MOI57URE 70 PROVIDE A DAMP BUT NOT S47URATED DISPOSAL OF ANY SUCH MATERIAL SEED BED. NATURAL TRAIL 17 GRADES SHOWN ARE Fr /SH GRADES, C0N7R4C70R SHALL DETERMINE NECESSARY SUBGRADE b. THE ADDIT70N OF SOIL AMENDMENTS PH ALVUSTMENT, LEACHING OR COVERING BUFFER LIMITS 0000000000 ELEVATIONS AND SHALL CONSTRUCT SMOOTH 7RAN57770N BETWEEN F/N/SH GRADES SHOWN. SALINE SOILS 70 PROVIDE I4SIBLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE AlAoWTA/NED 70 PROVIDE A VIGOROUS GROWTH UN77L THE SCEN IC OVERLOOK PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING !S THE 1. ALL SLOPES SHALL BE D AND /RR/GATED /N ACCORDANCE WITH PLANS PERMANENT LANDSCAPING, UN77L THE PRWFCT IS COMPLETED AND ALL SECURITY RELEASED. BLOCKS SHALL BE R.C.P. PADRE BROWN. o APPROVED BY THE CITY NG/NEER° PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRAD/NG ORDI NCE AND ALL ADOPTED LANDSCAPE AND /RR/GAT/ON o STANDARDS. (SEE DR W/ G NO. 6287-/) 2. FINISH GRADING AND P RNG SHALL BE ACCOMPLISHED ON ALL SLOPES PR/OR TV7 DECLARA T/ON OF RESPONS/BLE CHARGE SMILE ENG/NEER'S ORT/F/CA TE OCTOBER t OR /MMEDIA LY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN A REGISTERED CIVIL ENGINEER !N THE STA OF F � OCTOBER t AND APRIL 5. / HEREBY DECLARE 77•I4T / AM 771E ENGINEER OF WORK FOR 77�/S PROJECT, THAT / / "�`'�� ��f�I � HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 7XF PROJECT AS CALIFORNIA PR/ !PALLY DOING BUSINESS IN 771E FIELD OF APPLIED SOIL DEFINED 11V SECTION 6703 OF THE BUS/NESS AND PROFESSIONS CODE, AND THAT THE MECHANICS, HEREBY CERT/fY 174AT A SAMPLING AND STUDY OF THE SOIL CONDITIONS COMMUNITY SERVICES DEPARTMENT DESIGN 1S CONSISTENT WITH CURRENT STANDARDS° PREVALENT WITHIN 7H/S SITE WAS MADE BY ME OR UNDER MY DIRE C]TON BETWEEN V ° THE /DATES OF _� E 1� - J •�<�,.� 5 z c es 0 s ! UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY W•L• + Z 1 c h A ONE COMPLETE COPY OF 773E SOILS REPORT COMPILED `) ° BY: 77�/E CITY OF ENCINITAS IS CONFINED 70 A REVIEW ONLY AND DOES NOT RELIEVE ME; F770M 77/!S S7UDY, W?H MY RECOMMENDA77ms HAS BEEN SUBM D To THE OFFICE � �U ® AS ENGIN%? OR WORK, ENGINEER. FURTHERMORE, I HAVE REVIEWED rHE5E GRADING PLANS AND / RpFESSIpA TYF RECOMMENDATIONS INCLUDED !N THE SOILS REPORT FOR THIS DATE: � m BY 6'l - �� R. s < F REVISIONS APPROVED DATE VE BEEN INCORPORATED !N THE GRADING PLANS AND SPECIRCA770NS �,,.�® N P 0 4)ETER-R. SQ!l R°C°E. 44171 DA IF �� eF� q PER01/ ECT HAT /� � � x .1 2 ENCINITAS FIRE PROTECTI N DISTRICT COMMUNITY DEVELOPMENT ti 2 z AS-BU/LT i7 -��� � ' a o m � G /CfG T. e '° �t ,. $'B&0. INC. w No.44171 m - SIGNED' @ '� y . f L. s Q' Z z E SN S /y8 AND /�/C ��i w 3615 KEARNY VILLA ROAD, SUITE 201 Exp. 6j30/01 R.C.f, NO.o ' 7 7 co �° SAN DIEGO, CALIFORNIA 92123 s -SEW 111611-4 IVI\, P EXP DATE° / c 3 L 434 ,€ O v AS BUILT SNEE 140 0•({� /o-��,� y'� ,� /�� ; (858) 560-1141 DATE: DATE: REVISIONS. APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED ev DRAWN ev CHECKED er APPROVALS ��-� �� ������-��� ENG�NEER�N� EN DRAWING NO. M.O. K.J.C. P.R.S. sEL7 s Ts O 11 e/ 60 300 DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED LNDE THE SUPERVISION OF RECOMMENDED APPROVED RADING PLANS FOR: 1/T, 50. IN WELL MONUMENT. HORIZONTAL BY: REVISED SOTS. 7/&_£ l0:AVV' . Q LOCATION: STA. 64+24 EL CAMINO REAL DATE: 6-IQ•00 CONTOUR GRADtNG✓S4oPE RATE M /vl �O���o D 6287��+ /tEV/SEP SHTS. 3 = 9 0 3 RECORDED FROM: S.D. CO. VERTICAL BY: BY: ENC/VITAS RANCH SOUTH M£�A _ R.C.E. NO. 44171 CONTROL PAGE 105 VERTI�'AL DATE: PETER ° SAFINO REV/SEOS!{? 9j ADDED NEW ELEVATION: 120.20 DATUM: M.S.L. 6-30-01 DATE: (,/-Z 14® DATE: Z1 -Do SPIT. 14-A 10/1 7 D ® EXP. T.M. NO. 99-137 r SHEET 1 OF 1 6-48-0Q. 3 7_ ' 10 /1 6 54452G01.DWG _- , - ,._ d. - R//l/ T 54452°20 56' 10' 18' 1 18' 4-0' 20' ACCESS EASEMENT _I N JP V4 1 4" D.G. PATH /\l\ J 2 S G 2 � I --1 2, BL 4-5• � � O ,\\�/. �% •ice //`• - 4' ACK VINYL COATED c V ? 2 6, \ ! CHAIN LINK FENCE 12' 1 EARTHEN SCALE LQ SEE TYPE B" BROW FNSHED GRADE DTCH PER D- \ \ SPILLWAY ACCESS R OAD/fRA/L 2 4 D G, OVER 60 C.T3, p a I V \ p SECT/ON EARTHEN SWALE T WE OF SLOPE 2X -` 205.75 F.G. P. c� 2% 2Z 2X i„ SEE B k o NOT 70 SCALE 1 e REDWOOD HEADER 3-3 4" 7177 ,4 SECTION BENCH /N SLOPE NO. 2 BACK ING EX/ST. HEADWALL TO REMAIN 4" P.C.C. '� �\ 2 NOT TO SCALE DUAL o DUAL SIDED FLEXIBLE MARKER SIDEWALK WELD �4 R£BAR CAGE 70 £X/ST. GROUND TYPICoAL SECT/ON ECKE RANCH ROAD TOP OF STANDPIPE TOP OF RIP-RAP CHANNEL NOT TO SCALE RIM ELEV - - 201.0 T.W. o CITY 77a4JL /DEN77F/CAT/ON (2 J _ L.F. 8.5'x4' 18" ANT/-SEEP COLLAR (FOR REFERENCE ONLY) PER PLAN BOTTOM AND SIDES 60; 68'* IL' i��7 ��' c, BOX CULVERT N N 9¢>s HEADWALL \ HEADW 53 TRAIL NUMBER (1-1/2) 12 JO' 20' 20' 10' 0 0 0 2° x f/2" ST££L `f'1 19'�50 ~ ` SEE A " STRAP. WELD REBAR DIFFICULT " 24'* 24'* 4 D.G. PATH N 0 0 TO STRAP AT 6'° O.C. �'' h o 3 TRAIL DIFFICULTY (1/2) 2• f 2� " 0 0 0 R.C.P. STORM DRAIN �jry �' 1 2 —� " PERMITTED TRA IL USERS 2 I 36 C.M.P. STANDP/PE WITH 91 /SIZE AS INDICATED �� O 4 w 2-£X/ST. 60 R.C.P. o (3 x 3 BROWN AND WHITE SYMBOLS) 5' G, 6' 2" PERFORATIONS AT 8" 0.0 / R/P-RAP 25• spy Cmi " h -1 V STORM DRAINS (PRIVATE) 2 1 FULL LENG7H ABOVE GROUND l w 4 DRAIN ^ Q PROVIDE 2" DIA. WEEP HOLES' SEE FINISHED GRADE NO. 3 BACK/NG O 2' Z° 192.75 R ^ . WITH 314' MAX GRAVEL " PROHIBITED ACTN/T/EIS WELDED SEAM D SEE C O 'o " " BROWN s Z% ?X '� £LEY PER PLAN e e (n'P OF 4) W/Tiy RED SLASH)AI�D WH/JE SYMBOLS 2' C.M.P. OUTLET PIPE' CONCRETE COLLAR r \\�\� PER RET F E SECT/ON DETENT/ON BASIN o USE CARSON/(£ DUAL SIDE RECRE4T/ONAL MARKER 4 P.C.C. B DETAIL NOT TO SCALE APPROVED (I—BOD-648-7974) OR " ,�\� \� ,/\\� a\ ��\\l4--� DES/L T BASIN AND C.M.P. RISER Z O APPROVED SIDEWALK Eo1�IVAL£wT COLOR. BROWN. 2 NOT TO SCALE ALL SIGN TEXT 70 E PREPARED ON PRESSURE SENSITIVE DECALS, S/NG WHITE CENTURY SCHOOLBOOK TYPICAL SECT/ON PASEO DE LAS VERDES LOT 4 j VAR/ES (25' M/N.) LETTER STYL& ON ROWN BACKGROUND. FROM END OF MEDIAN EASTERLY 70 TRAIL CROSSING, PARKING BOTH SIDES LOT 13 LOT 9 AFFIX DECALS TO 7H SIDES IN THE SAM£ POSITION. * FROM STA. 104-51 70 124-03 / N 6° (SCHOOL) 6' WOOD FENCE Z VARIES NOT 70 SCALE \\t \��- (SEE LANDSCAPE PLANS) -- �o (FOR REFERENCE ONLY) - 4" D.G. PATH PER y VARIES ERNAT£ SIGNAGE''FROM ONE SIDE D. TRAIL TO OTHER. SET CLEAR OF TRAIL TREAD, C17Y STANDARDS 00 • FUTURE PAD D.56 R AA7URAL SLOPE j G 2, 1 �� INDICATES ESTABLISHED BY C17Y AND INSTALLED AFTER fy 6' 1 y 2, 1 �° ./' THE C17Y ASSUMES MAINTEIVANCE JO' 18' J8' 10' TYPE "B" BROW � DITCH PER D-75 (TYP.) +�:1 �7 \ 2 H.O.A. MAINTAINED SLOPE v.N. DETA/L TRA/L A�IARKER 2' . I I N EXIST GROUND £X/ST. GROUD 5' 5' G 1 I 8, 3,-� _ - _ _ 2 NOT TO SCALE SEE FINISHED GRADE 2 II 2 2 " � 6' BLACK VINYL COATED V ? ?R N CHAIN LINK FENCE F SECTION N l Y SUBDIVISION BOUNDARY MAIL 11 I - 2Z 2 NOT 70 SCALE SIDEWALK C SECT/ON SLOPE AT LOT 9 AND 13 NOT TO SCALE R� VARIES FUTURE STREET SEE PLAN VIEW R TYP/C L SECT/ON PASEO DE LAS VERDES EXIST. GROUND FROM 7RAIL CROSSING EAS7FRLY 70 7FRMINUS 5• 5 £LEY SHOWN PARKING B07H SIDES I ON PLANS h /�L NOT 70 SCALE LOT 3 ` PROPERTY L/NE 4-0' 4-0' 10' 10' (FOR REFERENCE ONLY) I- VARIES UL77MAT£ F/NJSH GRADE qp 8 PROPOSED GROUND ' 3 6 - - - - LOT 14 4-X - 1X �. ��? PER OB" H(7YP)LL ")~ r \ R 56' R r/ �. \ ' EARTH DITCH ..-� 1:1 MAX. � N �• r, HGL EXIST. GROUND 1X 1X ,3>5 — (100) 10 4-8' 18' 4-o' 21 = \ O 10.52' - 18" R.C.P. \ h� EARTH SWALE 2 2 r?'� ROUGH GRADE SUBGRAD£ i S70RM DRAIN AT 2.85X " \ SHOWN ON PLANS ® O loo = 3.9 C.F.S. ' 2' G FUTURE STREET ti SUBGRADE SECTION V 1°° = a.° FPS ?' 5' SEE 2 FINISHED GRADE 5 c` \ '\' 2 RIP RAP ENERGY 1 PROPOSED DIRT TRAIL NOT 10 SCALE D/SS/PA70R PER D-40 R� 2 INSTALL WATER BARS EX/ST. Qw NO. 2 BACKING / - 2� 2�, 2� AS R£QU/RED \� HOUSE Jy� , �� _ _ /r /� PROFILE � PRIV�4 TE STORM DRAIN 1 � K A T TRA IL BOSSING 7' -`� 4 D SECT/ON PROPOSED TRAIL / / / " _ " _ SIDEWALK/ < L 7C\7/\\;7-\\ SCALE- 1 - 20 ( �• 1 - 4 M 2 NOT 70 SCALE SPACING TABLE TYPICAL SECT/ON PASEO DE LAS FLORES TRAIL SLOPE SPACE BARS EVERY PARKING BOTH SIDES 2 - 3X 100' TRAIL 7READ NOT TO SCALE 4 - 7X 80' (FOR REFERENCE ONLY) 8 - 1OX 70' // // // // / DRAINAGE PEDES7R6AN 11 - 15X 50' Ti AIL EST R/W 65' EAST R/W LESS 7HAN 2OX 20' 30' UPSLOPE 3 h o SEE SPACING TABLE BELOW / / ~ y N Lo 15' 22° 22' ' = 3�B" THICK CONTINUOUS RUBBER / / / iii h \ =\�' ' MIN, NET RETENTION 0.4 LBS./CU° FT. / / 1 • " �` EXIST. GROUND ° co --I 2' N / / / / 2TORM 1/N AT 3 84X 20' LOW 17' 16° 6' 6' 16' 7RA/L TREAD / / / / S DRA ti �H G L. J z � co V1 FPS 100 o p � FLOW CREEK � J/ � J/ O loo 3.5 C.F.S. 1 H � co 00= 8.7 81 CURB AND 1 2 x 6 .777EAT£D WOOD y H GUTTER (TYP) 2X Z\ � EXTEND 12" MIN. 325 — f EARTH DITCH o a 2X_ J z P4 'q 1110 F-` \ NATIVE STONES USED AS ro o COMPACTED SOIL a �- Y �' 41 PER D-32 (7YP.)LL z ENERGY D/SSIPATOR v PUBLIC ACCESS PPE /BIKE RECREATION TRAIL \ NO jE; aC� RIP RAP ENERGY .10 w v A.C. PAVEMENT AND 30 d GALV NA/L AT 4" O.C. S17F AND SOIL CONDITIONS MAY CAUSE PLAN V/EW NO. PER D-40 q o BASE (fYP.) NO. 2 BACKING 2 ROWS, STAGGERED THE PLACEMENT TO BE ADJUSTED. NOT 70 SCALE - - z x Q TYP/CAL SECTION ti QUA/L GARDENS DR/VE CROSS s£crioN NOT 7t7 SCALE NOT 70 SCALE H DETA/L WATER BAR (FOR REFERENCE ONLY) NOT 70 SCALE L PROF/LE o%o, TORM DRA/N NOT£.• QUA IL GARDENS DRIVE WILL BE BUILT PER DWG. FOR MORE INFORMA77ON REFERENCE THE 2 SCAL E.' 1" = 20'1 I* = 4 (V) NO. 5790-1, ES-292 AND T.M. 94-066 o QROF ESS1pNq C/TY OF FAQN17AS RECREATION 7RAIL STANDARDS. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ��� R' Sq� F2c DESIGNED BY DRAWN BY CHECKED BY CITY OF ENCINITAS ENGINEERING DEP RTMENT DRAWING NO. �� �. M.O. K.J.C. P.R.S. APPROVALS A$-8U1LT I •D DESCRIPTION: TOP OF BRASS DISK 0 o- O m RECOMMENDED APPROVED G ING PLANS FOR: w No.44171 PLANS PREPARED UNDER THE SUPERVISION OF IN WELL MONUMENT. VARIES Exp. 6/30/01 HORIZONTAL LOCATION: STA. 64+24 EL CAMINO REAL `pT CIVIC SP J / DATE: s� �a"O!7 ENC/N/TAS RANCH SOUTH MESA 6267—G RECORDED FROM. S.D. CO. VERTICAL qT E� —/ 44171 BY: BY: CONTROL PAGE 105 VERTICAL VARIES F OF CA�IF� PETER R. AFINO R.C.E. NO. M.S.L. 6-30-01 DATE: �n/Z�/®� DATE: .(��2/-00 ELEVATION: 120.20 DATUM: EXP. T.M. NO. 99°137 SHEET Z OF 14 -6-3£•-OIL 5-30-03 544526020WG 54452.20 �r1Yr11YJ7A� CFA Cr/YJ J fJEF T TI 2 I SCALE.- f- = 24V' ( JIYIr 4, :J AN-1-1 fi � � � � /��l� J y_1 iLIr1F lYJ y31�F -7T —= 5 r GRAPHIC '.SCALE I1 �rIY:IN/7A 7r�A / 7 IYrJ �fi J2r3 Ji1A:J 5 8 ———/ YJ \ 400 200 0 200 400 1141 4 16 ACCESS ROAD AND TOP OF 905.9 L.P. 2/ Y� ,yr3 \ Ufa R.C.B WING WALL AND PARAPET T.w ��%'" _�-i ��y •--` _ �� ��rJ\f l\ J� 2 TOP - - _ r PROPOSED 8.5W' R.C.B. 7 Hj� i Jr3\ CHANNEL r CLASS 67 SAND BH y S --___ ---'" / �� x/� —r\:3�7'I JfiI` J :Jy\ —_I-� L — iY i—�\ J f 1 /l/ \ fr—r — I '✓✓\�J I \ J(1S^ r I € Jrr l_ % � t_j °�.� ✓ _ ' i \ ` yy ��� I' 7— \ \✓U -Ir\^ i -2 I `--- 23 ` ✓ I 4" DRAIN 192.75 FL �/l7J \ � r7 2 w ITT y --r t\ / ��' ' \ ✓ / r2 I DIA. WEEP HOLES WITH 3/4 k OYR OF 2) err \ J L MAX. GRAVEL UPSTREAM OF B — -`_ - %�-—— J — �/ ANT/-SEEP COLLAR (TYP. OF 4) CDUR — HILLS DR/V __ - - r I -- ,q CHANNEL SECT/ON AT BOW CULVERT ✓ /', fiJ fiJ �v �'� rJ 3 NOT TO SCALE r r v v ✓L'fi'YI/r -107' 5Y it __` /�///� � 24 -✓�--- I ,f 5:�, f J Ij`fj` ��---���-� Jf JIYIr NO 27.6' 22' 27.6' • / 1 / - 1 �' 1Jr�/J�r 1 ACCESS ROAD HER/TA GE 14 ,r�� �r _ ORES / �� 1fi I I T • EMERGENCY OI/ERFLOW F� "'�� _ ����' �` �� 3 77 7,175 4w D.G. OVER Q�oo = S 701 C \ � _ C.T.B.\ WSEL= 208.7. . . \ /jew J IM HILL DR/V ° - �o e \ \ \ � I lit rJ rrCG� r • �o� 0 ° 10. -TOP OF RIP-RAP 205.9 2 °.. 8w SPIL WAY I i 1 �� I � SHASTA 4 N0. 2 BACK/NG R/P-R4P I �� J � JrIJ - r B DETAIL EMERGENCY SPILL A Y `w /VET ) 2 fr�Fr 7 � . Ivor TO SCAL �/ II rA !Y �JfiE l Jf -6 25 -lI END CRP P1/C. E R/M ELEI/AT/O +`. fJ1Y/r.S r, 5 A/YD 6 I (� i/ 1 I-- I / � r CAST IRON j Y -� �'-I- Ji/1111) ®• ' � fi x� II \ ice% \ —�l� J, `5 ��� PERORATED PVC. RISER D /LLED PER'FORAT/ONS JJ�rJ� IYJ / ��D I /i \ \ y Y Y�7 iLIA.J !YJ D��J ii 7 ETER ANO * PEiP RDW Grp VERTICAL SPACING S/frr�r /" Jr F , FG. ' (SETHB4 G E)D RAIN g i \ FIRST ROW �� o.- ,; .•.,• .�,,. CONCRETE eNC,96eMENT 4tl ' r 6"MINIMU41 CSfsO-G 32 I , G CONCRETE ENCASEMEN ,. � v (560-C-325D7 SW //fl AIT 7/Y jj�t PASEO DE p l — 12 J/ I rJJiY7 Y I'RA rr 1Y0. :3'767/ Q �.. . ETAIL P. V. C. ' r 9 � �J C R/$E p —'�•.� rr � J _ �: V.C. BELL r QQ I sz Yo I l�� LAS VERDES �JdA,G r� �� YZ fIS _ s% I rlf J IflyV/ IV 21 1 2 3 - 3 NOT TO SCALE Y RISER TABLE , RISER RISER OPENING OPENINGS NUM,9ER VERT/GAL F/R9TROW �G. F.L. R/6ER CovtMENT N0. D/A. SIZE PER ROW XROWS SPAC/N6 ELEV W''ORA/N RIM lit 29" 1/2" /6 6 3° 194.00 193.50 /92.90 I'mo0 2'P' 112 3" 144.00 /93.50 192.90 1 /96.00 SEE NOTE 4 IVE ,, - =__--- NOTEI J f 09,59 I I I. RIBEX fDRA/ &I/- BE P. I/G. 6909 515)r ECKE RANCH 20 Z.GONC/PETE ENG/1SEMENT SHALL 6E 560-G 3250 ROAD ' EXIST. GROUND 3.9/M SHALL ENON PER,F27RATE0 1 O EXIST. DIRT 7AW1 1 INS TALL9"ENO CRP W//"PERFOR9T✓011/uBL�O d N C TYPE 'B HEADWALL 1/ 1/ J " f0 P IL EASEMENT rj�r'jl rj�l YsI j I f I ' 11 Cam. H.G. 1 \��� O -� �/ PER D-32 CITP) PER F/ MAP J _ co ( O0J EXIST. GROUND �� °m I \ � GARDENS 6' tell.'��' Lo �„ 1 ----------------- _ o � — - m cQ _ I 6 cv — _ - - -� — 290 ,. . � oar LOT NUMBER 6 —J 40 D.G. z " SHEET NUMBER 1 � 1 "� c� 13.00' 18' R.C.P, STORM S7ORM DRAIN = _ _ _ _= DRAIN (1350-D) AT 54X N N W � � � a � c o SLOPE -T KEY I DEX MAP NOTE: SHEETS >2 AND 13 ARE EROS/ON CONTROL SHEETS f o�= 24f FPS. ry '\ z x A /N � OT LINE OF DRA/ GE -- SCALE. 1=200' D PROFILE 'r ° g STORM DRAIN E SECTION ti TYPICAL D. G. TRAIL 3 SCALE• 1" = 20' (H), 1" = 4' (V) 3 NOT T SCALE � Q?,OFESSIpN� _ BENCHMARK REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE t"Q4 R R. SqT Fy DESIGNED BY DRAWN . CHECKED BY GIN OF ENCiNITAS ENGINEERING RE ISED DETA/L ~G" b TOP OF BRASS DISK A, r r M.O. K.J.C. P.R.S. APPROVALS AS"BSE DESCRIPTION: a o m NG DEPA TIVIENT DRAWING N0. IG• N WELL MONUMENT. a No.44171 ;13 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: HORIZONTAL Exp. 6/30/01 LOCATION: STA. 64+24 EL CAMINO REAL DATE: 6-1400 a;e ENC//VITAS RANCH SOUTH MESA 6287-G RECORDED FROM: S.D. CO. VERTICAL �j CIVIC" tiP _ /1 /1� CONTROL PAGE 105 VERTICAL 9TF OF CA�ZFO�� PETER R AFINO R.C.E. NO. 44171 �'' /1/ 1 AA J-- BY, ELEVATION: 120.20 DATUM: M.S.L. 6-30-01 DATE: �2�04 DATE: �O -ZI -00 6-16-00Vo—f?1-9f- 5-30 03 EXP• T.M. NO. 99-137 SHEET 3 OF 14 54452 2001 54452.20 rx - s EXIST s '\ 17GP �` S } • a } \ 5�, ��X! '4 •E ;4 S ! qt ' : `>� ,, j E „\ i t k �:✓n,*wr ` � 4 i _ _ t ,'{ { =ii 1 1 da , i • • J a. O 7 4 R s e t "sl s- . .r 6 is 1 .' r' rrIIJ JI .9 J IFS ^ V _4)41_,JF-�� 1 I *,r \ t 1 7TZ4/L lt`� FOR f /ST. /MPROVEM Y P `i DE';, tAS=FLDRES''=,, � yJ '" � • '': i }, t':e 1 ', i , 1 �... t, ", , 3 ', , ;� , :."� y W 1 ` 14. _. SEE C ' OF E lC/N/TA D 661-L �YJ11 r y� 1 � wrrHiN ", .. .\ ,_ ..._ ,� " ,y . r , 1° i 1 1 1 k > "rt. .K+a� - '1 i? �` % NB 1 w' A C Gt �' GRA1E• 5.5 �' /' � ° ° I ": `� TYPE ,„ !'- T , Y 1 , s "'1 / ' - r 1 1' �5 t. Iv \.'4...,v y' ' q fat\# ° OI mPF. r'l ry�., '25 t LAN r NU� 33 0 �$ \ 5 PE`BUFFER I/Jr) lye �J' ` `, 1'a 14 1 6 UM $ ', o; y, /' ` r-:, \ FUTURE F/N/SH INLET, T.C. _ _ r 1 y ei NS 1 t ¢'6 1�" S A - Z ; j,` ti�` 9 a ) x \ � r S p y NI i }J '� 4 G 0 0 } I e ; 1 6 24 R. P. , GRADE > i t i. t;� x '• 1 a 4 _'.._ .. ..:. .�.�:»:'"_ D 4 5 I- n� SD Gi�E 7 SIVr�LE - _.__,....,.... �� . _«-�_ _, ._' ;' , • , '-';:-� s a �/Zfi•' rt ', l ..--- ,-.1rJ _ . _. _ ,r_ .t . .. ,1 8 RRNA Per~ . ' BB ;, , _ r r ' , , r .3 ,d IP . �> � / o ) � ', 90.88 .� � � 126''" i ., .. -.� '•'-1"- t • ` a a e- • p 41 '4 • ``w I f ! nrt✓' t t `\s'1....'��'>. � -�:�58_..-3.--- AMSONRY RETAINING ,W R g / =III-III= Z � 1 + ,�. �:. # �� a " Y >'E-° SUBGRADE - 'S TEMP. 12"x3" C-4. SEE LANDSEARF„p , , +C. + + + O O + D O +O O`� O p t ,. D r w, r t� - \ t 4 � -� �� •�---+ . 0 O 01 � �- a k � C�• O k�O �� 4 �r' ' „ ' r "` / OPENING FOR LANDSCAPE, SCREE NG 9 P E 8 - R O � t , , t t `ti ° +3•t 31 WALL `� P.V.}C. S \ ' } T +"',*� i? ,�13 ° s. 1 4 { '�6 1 1 �'`�6 I I + x;75 ,. \ \ ' `F ' ,i a ,' � ' t f q ' ,,'�, j �: i , `v, �` G• ,.. e ,. ��..,w •.�. ,. z ` '• :, `y, , ° + :'I� + . . + `sF + +''. + .-�" TR/U � �• t � � k I 't, y*,. t e*; 'r.t` -F g F {% ,! ..'. ` ,,r` f + + + _ '. 6 Al % N } `t 1jt { I t I i + (f _ r ✓' .• , �+' a p •�} •y11. \ ,. w=.� > , '} �. 85 42 � � ,60.0 tGR.M 9 3 ,¢•B ;< , ,g It,, 4 i, Lx } 3 I`t 1 hl a 't & ) n ©,.\ -I + G .:.i x 'i I ,Lull '•,F v'1 `.� 9 F F O - ». i 3` v 't v .r+, �( s. ., `.t + + + •J ,0 •*,, .1 ?v,z , 1 + 1 t yE 1 1 t r" ,,`� ss \,',t ; ' , ' l ,�°~ l r , 2 6,, 1 1 �4 1 1 ;' it,;,y� DETAlL TYPE B- > /N + + -'* • �,.,.. '.� t tg �' t '} ;} . + } + } ,6 P,�KC l 1 , + i 1•',, 1 'e �'} + +y. g d 6', 9 4.Y w "a '.vt < ,� g � � [ A LET �.0.'C 5�, � e � NOT TO SCALE i i + �> 1NL , ,, ',5 ' � y �D G?'. % 5 } Y� •,5 I i 1 ' + ' ' (� , �'. 3 et +'t ..,5 X ,.�:.., ;.. P S ,Fn i;` ,l.. '.Y t q zzs Y t q `y(/)e 3 il... `'t{-; ,1 1 1N � t } t + •,,'_ 4V � , w n`� i 1 .� t {-i ` .1 � ��. �t � 1 ��'S t {{ � 1+ � � ;\ 1 1 � wl,`�. ! &-,a ;a w � .. _�.'�•,,. ' '- A ',,�`' t" �2� •� , ,. .,rte 1 =t'S'w ...,'f.S. ` x12 y�/�Wi ?fit i �l V ' `I 1 QO 1 { 1l ��i IS 'tiat R 6 , & V.1.-w°.�,yr�'Y/� f l jt M Y M 12 x 92 BROOkl 6 A77?/UM 0 1 I is I+ a5o�: G 1 r � '> q � _x ` >d� 1 BOX, I + + i R. 's � i 1 1 4t FFER E LOT 15 1.63 AC + { 50.0 g +. `e 0 t �t �, ;} s `3870 ;2 1i`'i OPEN SPACE 2 • 1p•yC � 1 a,• q 1 1 of 1 ��,, ,�--• � c a, t i � ` + `� xa ��� �S 1 z ? 1 x a� ��� y, +, `l ��1 R ?4�.F � � �� ¢ ,• ,..� �`1 S� rCs.,, � .� .. ' •�. • , , '.T 3 t w + 1 + + i 1 1 t} i 4 'y, '} + v + �, ' 'i l 1 �'t �`i '05 t�' ' It ' , , .. S. �• _; , � v fir- . , s . " � � �zt ••`t �11 �'a ', i,t,Iff' `' ' 1 t \ !•'t �',t '. ' 2 - t �✓ + i 1 TN 1 11 1.Dx MIN. Z5� % r _ + y " • r. " � I � ;. i v v .1' v .. ''`k t 1 t 1 i v\ 4 ' t i4 t gt1, q '� .� �� l f . i I r w ' .� } i.+ 1. �V% A i ,- , ' } .r' .. .., ,.... , 7 'PE A CO. 1 ,� } { t O r it A n ''t °} + 1,+ ,} \ t "'t 1 1} e �t C�oyStVO4 ti L@ O .k 0 ,,: \ 1 EXIST• GROUND 2.•1 CUT SLOPE e' \ t 1 I S, 1 4i t` P S 'i `E , 4 'E It S I t ;+ } -, m- t + t0 p, ., swz`, 1l :, } "1 i 1 .z t , O y s g ,. '�:n �" It t � ,.'t ., i 1 "�1 1 ,�, , 1( 1 \ t�A� �y�{ � y e' li / ' ; �.. O D� + + . ; V + + t 5 i •`a , I•[ r g t;,. O ,i i r _ a ; y a - 4- � w-_Y. _ iR \i `S 1w4 2 �c � w t � 1 4 , 1 1 � (Q ,,C 1 � f w i d t i 4,'- 1 +� q� t 't 2«' V p `'? -` } �` x�' 1 1 i a{ A- A� ', `�t t -q'.°i? s �i'ECTION L' l t 1' 1 •' "f J >� `a to .i li t 1 ! �� •z 1 ,! 5 } S;^= i ``t a ? B I _ 't < + •1 i �t 1 1 f V 6 1:, _ - + y 3• ,+ + c �', NOT TO SCALE ' ` 4 O , ` e , F 4 1 4 `t. i t *H�:� i s 1 i + + + *y �. �'• '4 w`x z + 1 + `i 1 i 1 1 l .1 1 �Ir 5' �.t �' i ....�..;_ s < J�?V i i '1 s � ; \`v 1 i. a 't '. + , 7 {\ , + q ". �- w + j �.e '?• �•� `,,, 1 t 5 '^�1 't `i � �+ i- + y1 ii V, _� 1� �ii `1 1'i i i d 1�"t_ �� v�.� I 1 i f -I- :� \ '8 �a �;t fi - 5 �1� +'t + �Y - � ', S° f �. O .. , 1�., 18 _ + h+ + 2 tt,. i �'. § ° r i�t 6 A. + t + ��I 1 'xl 1,` r' � I I? - � \O r V� NOTE T IL TO BE CONSTRL!C7 +`\ ,t ? , + + ' 1 54 A^. 4 1 I s k. i ^ �, .: $ r7 =j 't i °t + + ', tl 1 ti FOR LOT 15, LIMITS OF GRADING SHALL BE ` 1 1 / DEMAR FUTURE-PH9,S�E t i«-- Q } Y`t }� '~ ', 4� 1 �'� �+' 1 'J nom ,,;(, '�� ! CATE7J STAKED IN THE FIELD AND A 1, '} � i 1 ", tt ;O CERT/ rATION OF COMPLETION OF THE SITE } k 'e 3, h 4 1 >I q 1 ': z 1 A�,A/. " 'l ` 5 t 1 �'. I {i., ?P ? 11Y Si4LE;AT it \. +: + r�'? 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