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1997-5360 G (Plans) GRADING NO TES O WNER 'S CER TIFI CA TIOAr 1 • ALL WORK SLHAL.L BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD I HEREBY CERTIFY THAT A REGISTERED GEOTECHNICAL ENGINEER OR GEOLOGIST SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY, STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE LEGEND ENVIRONMENTAL DATA APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. - . T FEATURE STD. DWG SYMBOL ARMSTRONG GARDEN CEN 2• THE SOILS REPORT ENTITLED "LIMITED SOIL INVESTIGATION AND UPDATED SOIL- STEEPEST EXISTING SLOPE: 2:1 RELATED RECOMMENDATIONS" EXISTING TOPOGRAPHY (INTERVAL 1') PREPARED BY GEOTECHNICAL EXPLORATION INC. MAXIMUM VERTICAL CUT: 2' DATED DEC. 16,'97 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. NO TIFI CA TIONS GRATE INLETS ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS PVC DRAINAGE LINES MAXIMUM VERTICAL FILL: 3 AND SPECIFICATIONS CONTAINED IN SAID REPORT. 1. THE EXISTENCE AND LOCATIONS OF UNDERGROUND UTILITY PIPES AND STRUCTURES GRATE ELEVATION 0.00 GIRT AVERAGE DEPTH OF CUT: 1' SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. FINISH GRADE ELEVATION 0.00 FG 3• APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTIITIES EXCEPT AVERAGE DEPTH OF FILL: 1' AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET AS SHOWN ON THESE PLANS. HOWEVER: TOP OF CURB ELEVATION 0.00 TC RIGHT OF WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO GUTTER ELEVATION (ADD 0.5 FOR TC) 0.00 GTR REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK DIRECTION OF DRAINAGE 4• WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR FINISH CONTOUR (INTERVAL 1') -- �n I T E STIM ATES I1VJ� �r �+ n. A TE� 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT Q �JAN1 ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR OF WORK CONTACT: 6' CURB G -1 DESTROYED SHALL BE REPLACED OR REPAIRED TO EXISTING CONDITIONS PRIOR TO GRADING. A. SEWERS...LEUCADIA COUNTY WATER DISTRICT 353 -0155 6" CURB AND GUTTER, TYPE G G -2 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK B. GAS AND ELECTRIC...SDG &E (800) 422 -4133 WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED 620 CUBIC YARDS CUT BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. C. WATER...SAN DIEGUITO WATER DISTRICT 633 -2650 620 CUBIC YARDS FILL 7, THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY D. TELEPI-IONE..SDG &E (800) 422 -4133 SITE DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING w TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS E. CABLE TV ... SDG &E (800) 422 -4133 > AND REGULATIONS. n Z IJ�J 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR ^ uV TO BEGINNING ANY WORK ON THIS PROJECT. STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE PHONE (760) 633 -2770 HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNISED HOLIDAYS. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. GARDEN VIEW RD. LEG PHONE: ( S 70. ALL WORK PERFORMED WITHOUT BENEFIT OF 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS INSPECTION N W WILL L BE BE SUBJECT TO REJECTION AND REMOVAL. LEGAL DESCRIPTION BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS 7 LOT 1, GARDEN VIEW PLAZA, MAP 11909 ,�v IN ADVANCE BY CALLING (760) 633 -2770. EROSION C ONTROL OL NO TES v 10.PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MONTE ENRIGHT CONSTRUCTION SITE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO AT ARMSTRONG GARDEN CENTERS, 626 914 -1091 AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ( ) ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADED AVAILABLE THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE MOUNTAIN VISTA APIC CONSTRUCTION OF TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN DEVICES WHEN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING UNDER 3. THE DEVICES SHOWN ON PLANS NOT BE MOVED MODF SITE ADDRESS PERMIT HAS BEEN PERFOROMED IN SUBSTANTIAL CONFORMANCE THE APPROVAL OF THE ENGINEERING INSPECTOR. WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED 701 NORTH EL CAMINO REAL PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE 4• THE CONTRACTOR SHALL RESORE ALL EROSION CONTROL DEVICES TO ENCINITAS, CA. 92024 OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATIONS. WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 12.ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION, 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS VICINITY MAP PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS, HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY MADE BY HIM OR UNDER HIS SUPERVISION AND THAT, IN HIS OPINION, ALL PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED C HA R GE EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH WATERS CREATE A HAZARDOUS CONDITION. DECLARA rte ION 01 + E U P N I LE O THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING 4(� (� EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. PLAN SHALL BE INCORP09RATED HEREON, 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TI PROJECT; THAT I HAVE PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO 9. ALL REM09VABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE CONSISTENT WITH CURRENT STANDARDS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROPABILITY DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN UNSTALLED. FORECAST EXCEEDS FORTY PERCENT. SILT AND OTHER DEBRIS I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE 14. ALL AREAS TO BE FILLES SHALL BE PREPARED TO BE FILLED AND FILL SHALL SHALL BE REMOVED AFTER EACH RAINFALL. CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE '10.5HOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THIS PROJECT DESIGN. MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, Q�o(ESS /Orl FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ///�f � �- � Sc � AND ALLUVIAL SOILS SHALL BE REMOVED TO SUTABLE FIRM NATURAL GROUND. ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT <c ►. 3�4�,,9 Q THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF SIX INCHES AND CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF RCE 22139 -- 4 No. 22139 THEN COMPACTED TO A MINIMUM OF 90 PERCENT (9 WALTER T. SCHWERIN 0 %). IT SHALL BE THE CONSERVATION. LICENSE EXPIRES 9/30/01 Exp. 3- 30 - -nl A CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE {x} FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS. �'' _r 11 r rq r 2 ql CIVi� .Q. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO S L E NGINEER EE, -' � CER IP I L, � J�, E " A It 0 F cA PRODUCE SMOOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF 4 EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED , PLANTED AND TRIMMED I 1 J 4/ M E CE 2 ®S A [REGISTERED CIVIL ENGINEER IN THE STATE AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF SOILS �6 �y9 CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL SCHWERIN RCE 22139 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED CONDITONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY XPIRES 9/30/01 SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES DIRECTION BETWEEN THE DATES OF cGTD 13 / 9 9 7 SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, 16• ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. NEAT AND FINISHED APPEARANCE, FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SIGNED �� DATE 31 98/ , RDEY tEVIEWED BY: REVIEWED BY: REVIEWED BY RCE 3 4- 4 Z�Ei 2� EXPIRATION DATE 30 ��� ; � TERS ENCINITAS FIRE DEPARTMENT LEUCADIA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT k " 9 h �� I /� C~ ����� 1NIHI G NING V A J OKENA BLVD., SUITE 103, 9' 910 1 1. C A L I F 0 R N I A (619) 22 (6 1 z2o- • S tr e,.��\ ( \ � \ /�` //^ 7 r e n. . ✓ "s" .e'F '+.'. /+4+°,L';. ' t ' ( �l 'l' „/C Qj DATE: VALID FOR TWO YEAR. DATE: VALID FOR TWO YEAR APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT PLANS PREPARED UNDER THE SUPERVISION OF: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS B UILT as R / GRADING PLAN FOR TOP OF BRASS DISK IN WELL HORIZONT BY: l / �� N nn D ® �� D �p I �ry AS BUILT _ �` STATION 58 +75 EL CAMINO REAL i RCE NO BY: 1, BY: I Wr E ~ 5 61 0 — G -- -� - - VERTICAL DATE: 3-5� �/,�, ZZ� _ A RMSTRONG O F CL -q ' R�� _ - --- COUNTY OF SAN DIEGO VERTICAL EXP., 9/30/01 �� _ PORTKIN OF LOT 1, MAP N0. 11909 -- CONTROL DATA. ELEV.= 124.117 MSL WALTER T. SCHWERIN -- ___. DATE. - LC °! `� DATE: ( � Aa W ORK Cr P 7 e17 HFE - ,, t•, /J i :' I' t B S afw / .7.e .. 3E-- ... _ g t n�a _ ...a 8 __ . �. .,.. _... — q ^ � F 3 ._ , I . —. .. �..— ..... .... 55 . — . ..... O I _... ._... - ... _ - _ �� i .. .::1 43 RSD c 5AL y.,, = 5.0, BW =130.6 ._. y p I ... - - . .____... . _ _ ... -, . _, _ .. _ _ _. _..... _ - :..,._- ......... "� 1C „ ... 7! 13:0.3 EP EL ,,. _ - I -- . x �N� .. x eta I � �� �� �+ 24' 7 GE OF P 30 I, <�,� i�.r 3 X8„ E CONST ci 4 129.9TC �\ OD H ,' l ^.�� €_! �� ,\�. �,� i t �? �.. 129.4 GTR C onst ruc t ion Ch 2 C U R 130.5TC ons ruc on a g 130.O�GR i ' -<. I �� BEGIN CURB _ x � n ..�. �,...,:_... ..•„ r E i.. I MATCH EXIST. BEGIN C P, u; : E, ` all E . {� P r� � REPLACE EXIST. 30 ALLEY RETURN W1 CURB, GUTTER & SIDEWALK PER RSD. MA I " r '� I �� ALT CURB GRADES OF EXIST. SIDEWALK AND CURB & GUTTER GRADES. i CONTINUE ASP CONSTRUCT PARKING ON ADJOINING PROPERTY PER THESE PLANS. q....._� ? TO RET WALL H d I'�• __ `�—� PLANS. �x , _..._� � ��� ALLEY NT 30' SOUTTHERLY. .a..:..,. CURB �:.. - -_,,,,::,.E .... NEW E DRIVEWAY INTO NEW PARKING FACILITIES. I ! { PER RSD G -1 RELOCATE PRIVAT SHOWN. n : 1 i NEW CURB & MR REBUILD EXIST. TREE WELLS ON EXIST. PARKING LOT WHERE PER RSD G -2 �� LANDSCAPE NEWLY CREATED ISLANDS COMPARABE TO EXIST. LANDSCAPING AND TO THE SATISFACTION OF THE CITY PLANNING 1 6 E ' 1 15... 28 DIRECTOR. PROVIDE NEW SEAL COAT AND RESTRIPE AS SHOWN. E I Eit ss i,.'( s Z 77, GqR _r...., ,..,_ �` 12 g NOTE: l E i ,_ OR OFFSITE GRADING AND CONSTRUCTION SEE PERMISSIOIN TO GRA DE FROM B • l�f 1 YRON WHITE F `, � � �\ } t E 4 , �tl � '•, I i t,( i Y F'" ` SCREENED AREA REPRESENTS FACILITIES PREVIOUSLY CONSTRUCTED PER THIS Lr i 3 i ! REMOVE EXIST �G PERMIT I t a y ' I ISLAND & STRIPING h , f EFT fix' AS SHOWN TO 0 ��Q OWNER ACCEPTED PAVING o AS IS WILL SLURRY AT A q FIN .. % OPENING 24 � LATER DATE t Y. E Vi . , 1 i i ; �._.... E ? _.._ S it 3 :ay 3f) '.,fr, xE ,,, ' }i 0 REAL AND GRANTING __..,,.,, _..... NEW 6 C ;.. ON i +- n..... .:.,G..I:.0 �„.,...- h'�W t� < z��...,� I? � ^ €1 '. :` OF NEWCA�COCESSFRIGHTS, ACC FILE CITY OF ENCINITAS i s EI € #, ( I E if MATCH EXIST 3 I �s�� 6„ CURB PER I W .Sa __. CURB AS °� �� RSD G -1 _ !` SHOWN TYP n ry G CURB OPENING I _ _. , _ _ '- -: �� 1 ` O — PER DETAIL ��€ ��, I y' i jj t t ��� F �- �I #' I� C .i E slNjF I ah. �� i'n i I V !'. r 3 F j N CM 1 r .T IT O W � 1' j, �� ...''a L 30' ALLEY APRON PER G -17 _e... _ s 126.4 FF .�. y MODIFIED AS SHOWN. ' xI �:F..._.. 4.r� 25 9GTR .1 �L � 25,,3 FIG / pvC v � t v L ,.�. f a E , +,,i __ ['•���. /' i�E' -r1`' +`„� {.9 �A, " " .. T ENIx I -:3' • '3 16'V" [xS.� -�� A � ......_.__.,,...v.,.,,,,. ,..,....° : _ ............. _._..._ ( a >OONCRETE SWA ry h PEDESTRIAN RAMPS PER ,. �. vu Sv4E�' #I PER DETAIL SHT2 G , ., � _. ......_...._--,; RSD G -31 l,' a x _ , {{4 5 y z �� dz,' } d , :s1 1'# ' '} �Zi O # 1 5 � _ .� - (� ry fly E x' � v.a " � ii t 3C. �3 # °.; r: I9i D• LY .,. ._+... _ . ,.. .�.. �.. �..— ... —.._ _ ..,— .. —..� ter.. _.. _.: ice.. .�.. �.._..... —... v.. �.�..I G O ,.c —..� .. —.. .. —.. .. �3�.. ... w.�, - f OV E R ..# �3 p7 n . F *�._ ., T. �. �n ' r ..,t 4 p�� S ._ t } i f'l e p ,. x a... .,y4, sq ,... ti „ i...T e W _ r x p F �. J ... .q ♦ �I. + v # Ea.....a.avn mdem sne .... • n - - o . - - ..,....... gym- , csxn. -•-^ ....... .� vv r� - ° "INLEfi �EX183T. 21' CURB j * :N Y RO U P FH 30 2 N' LY RELOCATE EXIST tt N EW ♦ I I�" „ �� 1 LO ATI,N X 30' v I L OF FH C ON IE � N ' ��� �' °' r t � I I � ` i ® CURB OPENING DETAIL ABANDON E B, G TR &SIDEWALK CURB OPENING (PRIVATE) DRAIN Lt'�L `� `� CD RESTORE C `� <, I I 1 UB, G { l RELINQUISH ACCESS RIGHTS CURB RETURN DATA DELTA= 90' RAO =1 -0' , LENGTH= 15.17' j NOTE: CENTERLINE TRAFFIC CONTROL PLAN REQUIRED --------------------------- -- ------ ---------------- - - - CEN - ------- - - - - -- ------- -- -- -- - -- - - — — ---- ---- -- -- -- -- - - - - -- — — FOR CLOSURE OF ONE LANE EL CAMINO REAL " AS- BUILT" SCALE: 1 " =20' OFESS N m ti No. 22139 10' 20' 4 Z CMl Qr61N€€RING I" NNING ENGIN�RED MNS�R'UPION 0' 0' WALTER T. SCHWERIN RCE 22139 � 3 Exp.9 -30 - Ot LICENSE EXPIRES 9/30/01 {3 614 MORENA BLVD., SUITE 103, SAN DIEGO, CA 92110 s � (619) 220 -4 4969 FAX (619) 2210-4968 9TFOFCAL \FO�� o REVISIONS PPROV DDATE REFERENCES DATE BENCHMARK SCALE PLANS PREPARED UNDER THE SUPERVISION OF: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. NElls SHEE s //� 99 RECOMMENDED APPROVED GRADING PLAN FOR RELOCATE F. H. N LY / Q 2( % HORIZONT 1 " =20' DATE: 5360 - G - BUILT •ZI' RCE 0.22139 BY: 9 BY: A10 ARMSTRONG GARDEN CENTERS VERTICAL PORTION OF LOT 1, MAP NO. 11909 ALTER T. SCHWERIN EXP.: 9 30 01 DATE: DATE: WORK PROJECT NO. DR 97 -197 SHEET 2A of 10 ? NOTES I 1) TOPOGRAPHY PER FIELD SURVEY PERFORMED I BY SCHWERIN & ASSOC. DURING i NOVEMBER, 1997 GRADIENT AS ESTABLISHED j 2) BOUNDARY DATA SHOWN HEREON IS PER G GRR OPPOSITE TOP OF 118.60' MAP 11909 CURB. I S 01'1619" E - 18 18'" 172.82' 3) ALL PROPOSED DRAINAGE SYSTEMS PRIVATE & VAR. S 01'56`24" E ®.._.._ _.._.._.._., .m r x -1.5 _.._.._.._.�_.._.._.._.._.._ _.._.._.._.._ .---- .._i�_ 4 PARKING LOT GRADIENT WITHIN HANDICAP I- .�."- --- 45:10'. -. ) _ �., r .. _ _.. �, ... ....... . _ . _ ._ - _. _. T ; ;"' _ .. STALLS NOT TO EXCEED 2 -- 5) PATH OF TRAVEL NOT TO EXCEED 1:12 WITH I Y .. ._. - ' Ct .. C 30 "' RISE MAX. ,. ,.,.. ,, r - - - 6 I SEE ARCHITECTURAL SITE PLAN FOR COMPLETE 1 F ETE EXISTIMIC3 /} _ _. -. DMENSIONALIZATION. IN CASE OF CONFLICT, ARCHITECT'S " SWALE r0 BE CLASS 2000 CONCR LANC6CAIPED SLOPS - e I °� ` -- I SITE PLAN TO GOVERN. AND 6 THICK. PAVING AND AGGREGATE BASE PER SOILS ENGINEERS RECOMMENDATION. 1y � 1y0 i � �, 1�eK ati ) v I j:. X -. X X - '�. ��, j y x C X X X YARD L i i X 1l S �' CONCRETE 2-2x12 j III �.. \ : � 1' _ �G 4Y 29 06 ra Cy I REDWOOD 2 O =j // ��FG j b lb yGJ�� �� I n�g I STRUCTURAL SECTIONS HIGH DEBRIS BARRIER I Iii �� G rn THE FOLLOWING ARE EXCERPTS FROM THE ®rcm I - I I w I z LIMITED SOIL INVESTIGATION PROVIDED BY GEI AND MAY BE REVISED DURING Lo 11 FIELD OPERATIONS: 00 . I I I a NON- STRUCTURAL CONCRETE SLABS TO BE N : ,1 i `° i \�� �� I p w N ¢ 4 THICK CONCRETE 6x6 -6x6 WELDED nr I ,J X I b \ G I I w Q WIRE MESH AT SLAB CENTER W I G -- - - ' ! ' I I Z > 1 O of BUILDING FLOOR SLAB TO BE 4" THICK CONCRETE OVER 4" SAND, SEE AFOREMENTIONED a REPORT *'� ED SOILS � pQ 1 FOR STEEL AND VISQUEEN � w A Z I PAVEMENT SECTIONS TO BE DETERMINED BY "R" VALUES 6• 18' Tyr I ' I II 11 QG i in ct I o ° ° TESTING AFTER COMPLETION OF GRADING. (SEE ITEM 17 X 9 I �� I O m OF 501L5 REPORT FOR ESTIMATION PURPOSES CONTRACTOR LJ �" 1 I a © I MAY USE 3" AC ON 5" OF CLASS Il BASE - -- 17 26 i x I li ". /,,, I w B w „. I I .•:.... it / X od J 4G \ I 1 3' EASEMENT FO t\9 1 I C O I. m. _ G :r -- I 9 r �0 \\ �`� I LANDSCAPE & I O I i �I 0 T� 1ti I I IRRIGATION �. NU LDi h NOTE: _ co k I CONCRETE, �ti / i ti^ \ I 1 e� I iv ADD 0.5' TO GUTTER EL (( AVING ' FIN FLH 127 I Q N 70 OBTAIN TOP OF CURB It \� j I n; v PAD 'LEV.= 27.13 I _, -- } d \ \ j I iIg I C�" GRADIENT ADJOINING !. i III ` (NOTE, AY VA BASED ' I� � 1 �' (n I z BLDG IN ALL DIRECTIONS - ON FIELD CON ITIONS / -� \ FOR 10' X { il I LINE OF TRELLIS I CONSTRUCT NEW\ j 7U BE 2% MAXIMUM 6 �o 1 It �p 1 , A BOVE I CURB & GTR { I I/2 ° WATER I �G CUR�3 i I III k I ; I y _ rtQr ( I TRAFFIC APPh L1VL17 iRON GRATE r \ C it i :`L ! b / I ^.`L 1' CONCRETE i \ STRIP (TYP) kr CONCRETE SWALE - - — z I 4 EXIST. F E TING / 126.3 T C -- PER DETAIL - X. I�.. '+ � — p f ro iN / & P S/D / I< �C' 125.7 GTR I Ci z �z .m . m : -L -- �t1 - - - =-- _E EM�7VED / "� Co ",)d, b 4 G • . cb A I z z . S EC 1i n- a Q F- I ( .,• r- -,_ -= — k •� j \ ®., t G . y �" O p � m ' 0 j tt`0� ty Fb Y \/ 125.3 FG GRATE INL p �� p I cn: (n: . ry, 15 ° PVC b �C 12" PV(r �' c 1 PVC I w cL • � ° F w X f <t __ `� .` Cy _ I�LANTING I1 ry 1 0 O ®. 1 _ PR ___ _ x_ to w I in w 1 ' �a •.-o t r APDX 2.8 HI 2:1 SLOPL0 0 T G ¢ ✓y ^a' PRIVAE ROAD EASEMENT ®'. _.._:.._._ � ti � . PER .- ._..._..-.._.. Y. M P N0. 11909 I . E . PER PLAN a m 292.00 �(-- "123.5 FG D `L -45. O T - I - - - - _ _.._ ._. _.._. -- DO NO7 - DRAIN OVER SLOPE 1I " -"'- - --• - -� — _•.— _ t •,••.•- t` ' YYYYNIYYYYY "rYlY�,my ®YYMd1�YYY1® 1 EXIST. 21' CURB EXISTING CURB, GUTTER & SIDEWALK REINFORCING STEEL TO BE #4 A 8' ON CENTER I I INLET RELOCATE EXIST. WATER ABANDON EXISTING DRIVEWAY, MINIMUM CONCRETE THICKNESS TO BE 6' METER 4 NORTHERLY RESTORE CURB, GTR & SIDEWALK C) I ,k. I'R (OUTSIDE OF DRIVEWAY) RELINQUISH ACCESS RIGHTS LEGEND ON PLANS GCfCO'1 -,-V I I CONTRACTOR MAY SUBSTITUTE PRE MANUFACTURED .,. L,TI1 r V [ T CONSTRUCT NEW 30 DRIVEWAY PER I I WRITTEN NAPPROVAL ENGINEER 17F WORK'S INL ET- n n, 0 1 I - R EGIONAL STANDARD DRAWING G -26 CONNECT NEW 12" AND 15" PVC I I 60 CURB RETURNS AND APPROACH INTO EXIST. 18 RCP AT i.e. = 122.4L+) PER ENCINITAS PLAN FILE NO. 5360 -G WITH NEW GRATE INLET 0 EROSION CONTROL NuA`F = IN C ATE INLET CONTRACTOR TO PROVIDE SANDBAGS PILED TWO HIGH ON THE SOUTHERLY LIMITS OF WORK AND THE WESTERLY PROPERTYLINE. THESE SANDBAGS TO BE IN PLACE FROM NOVEMBER 1 TO APRIL 30. --------- ---- -- - -- --- — — — — — -- — ------- - - - - -- CENTERLINE ---- _----- ------ _— _— _- .__— _ -- -- -- _ -- ------------------- -- - - - -.— — SEE ALSO EROSION CONTROL NOTES ON SHEET ONE, E L C I O REAL C AS BUILT SCALE: 1 " =20' - -- OFESS/ �`"� - S1�1_ 51 El_L�T /�, c 0" 10' 20" 40" Q 'y No. 22139 2: y t _ ___ �/� ���� Exp. 9 -30 -01 ;;u CIVIL ENGINEERING P NING ENGINEERED CONS`RUMON WALTER T SCHWERIN RCE 22139 " 814 MORENIA BLVD., SUITE 103, SAN DIEGO, CA 92110 LICENSE EXPIRES 9/30/01 r 0 CAL1e �� (619) 220-4969 A �^ FAX (619) 220-4968 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLAN PW.PARED UNDER THE SUPERVISION OF: APPROVALS Y CITY OF ENCINirAS ENGINEERING DEPARTMENT DRAWING NO. AS BUILT _ y. RE COMMENDED C9 D GRADING PLAN FOR I ; (f HORIZONT DATE: ^-' G H °a- - - 4 _ / i RCE N0. 22139 BY: Q . _- `- II VERTICAL � - - -- EXP WALTER SCHWERIN .: 9 30 D1 DATE: 3- /G -�'8 DA T E 3 °I ? ��� WOW ��� RTION OF LOT i, MAP N0. 11909 D 17-117 :iI~kI T 2 ax= 9