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2002-7604 G (Plans) A DIN PLAN c E N C / N /T A S A. G ENERAL : C. GRADING ENY RONNI EWAL DATA: I MEND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION ENGINEER OR UNDER THEIR DIRECTION. THEY SHALL INSPECT AND TEST THE 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE 50% ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED COMPACTION OF TRENCHES. THEY SHALL SUBMIT SOILS REPORTS AS REQUIRED 2) MAXIMUM VERTICAL DEPTH OF CUT - 20.8 FEET WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION STANDARD DRAWINGS (LATEST EDITION) AND THE CITY OF ENCINITAS STANDARDS. OF GRADING OPERATIONS THEY SHALL STATE THAT THE OBSERVATIONS AND TESTS 3) MAXIMUM VERTICAL DEPTH OF FILL = 0 FEET 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION FOR PROPOSED MIXED WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT IN THEIR OPINION, USE BUILDING, 125 CHESTERFIELD DRIVE, CARDIFF, CALIFORNIA" PREPARED BY GEOTEK ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WiTH 4) AVERAGE DEPTH OF CUT = 4,825 cy x (27cf/cy) 18,600 sf = 15.1 FEET WORK TO BE DONE INSITE, INC., DATED JANUARY 31, 2002 AND UPDATED PER LETTER DATED MARCH 5, THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS 2003 (PROJECT NO. 2071SD3), SHALL BE CONSIDERED AS PART OF THIS GRADING ARE ACCEPTABLE FOR THEIR INTENDED USE. 5) AVERAGE DEPTH OF FILL CRIPTION SYMBOL QUANTITY 0 DES = 4,825 CY PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS CUT \ AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 0 CY (QUANTITIES SHOWN ARE FOR BONDING TYPE G -2 CATCH BASIN PER SDRSD D -8 ......................... MIN 2 EA PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL FILL PURPOSES ONLY AND ARE NOT TO BE 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO EXPORT = 4,825 CY NET CONSIDERED ACCURATE OR CERTIFIED `�. AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT QUANTITIES. QUANTITIES SHOWN ARE NOT 12 " x12 " CATCH BASIN (BROOKS OR EQUAL) 1 EA ® RIGHT -Of -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE REMEDIAL 0 CY TO BE USED FOR CONTRACT PURPOSES) s IN CONJUNCTION WITH AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. STORM WATER FILTER CATCH BASIN INSERT . ........................ 1 EA \� IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL TE" . WITH STANDARD SPm FICA TIONS ALL VEGETABI F .90" SY (Aa 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. BE PLACED RETAINING WALL PER SDRSD C -2 . ...... . 172 SF MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND 1, SIMON 1. SAIID, A REGISTERED CIVIL ENGINEER IN THE THE STATE OF CALIFORNIA, AND 8' TEMPORARY CHAIN LINK CONSTRUCTION FENCE . .............. . -X X X- 280 LF ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY DESTROYED SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR TO EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS " GRADING. MADE BY ME OR UNDER MY DIRECTION ON MARCH MARCH 26, 2001' ONE COMPLETE COPY STABILIZED CONSTRUCTION ENTRANCE (1 -1/2 GRAVEL) . ............... . ° ° ° 900 SF TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FiLL IN STRICT ACCORDANCE WITH OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK SPECIFICATIONS. SUBM171ED 10 THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE RENEWED THESE WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF "OFr r 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR SIGNED: SIMON 1. ND, C.E. 62375 DATE ° EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED �m1.D31i�3v65 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL EXPIRATION DATE. 913012005 STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5�. aiYw GE01EK INSITE, INC. JOB. N0. 2071SD3 OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE 1384 POWTSETTIA AVENUE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE VISTA, CALIFORNIA 92083 ,SA./I'[/Nt, 7Nf .f0 /t CONOTIONS War 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A PHONE 760 - 599 -0509 ?Sjw" m'Fp t P&A M& D1RECr10N e r BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR; CIVIL NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF *V0rHS•1t 4s07 "gi.Vds&X . PLAN SYMBOL DESCRIPTION PLAN SYMBOL DESCRIPTION ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADING LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. R ...............PROPERTY LINE . ........... ,TOP OF SLOPE BERM CALLING (760) 633 -2770. D. EROSION CONTROL E/ CMEER OF WOW DECLARATli0W 8 2 EXISTING GRADE .. ------- . ........... .DIRECTION OF FLOW 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT MANGE AT (760) CONSTRUCTION SITE WiTHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 1. IN 88. PAD = 341.5 ............... PAD ELEVATION EG . ................ .EXISTING GRADE RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE FF = 342.0..........FINISH FLOOR ELEVATION FG. FINISH GRADE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID BUSINESS AND P STANDARDS. . THAT THE DESIGN IS _, FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. .�%' . ................. .FINISH GRADE DL . .................... . DAYLIGHT L BE PROVIDED STATING: " THE GRADING UNDER PERMIT NO. 1 UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND CERTIFICATION SHALL •c BEE L E Ry I IN SUBS TANTIAL E GRADING U D E APPROVED 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A 3�� .............EXISTING CONTOUR TW. .......... .TOP OF RETAINING WALL Z�9 d B APPROVAL OF THE ENGINEERING INSPECTOR. REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, L°-DING PLAN OR AS SHOWN ON THE ATTACHE AS- GRADED PLAN." THIS STATEMENT OF MY RESPONSIBILITIES FOR PROJECT DESIGN. �� FINISH GRADE CONTOUR - 1' INTERVAL SHAL FOLLOWED BY THE DATE A ND SIGNATURE OF THE CIVIL ENGINEER WHD 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO BW. .BOTTOM OF RETAINING WALL L CERTIFIES S GRADING OPERATION. WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH ��,/ BY. (L r MICHAEL K. PASKO DATE: OB 03 RUN -OFF PRODUCING RAINFALL. .............. .DAYLIGHT LINE PH *................... POTHOLE B. NOTIFICATIONS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES R.C.E. 41022 EXP. 313112007 -- r 2525 PIO PICO DRIVE, SUITE 102, CARLSBAD, CA --- -- - 92008 (760) 753 -1453 T -- -- 1 . ..... ,FILL SLOPES (2:1 MAXIMUM) TB, , , , , , , , , , , , ,,,,,, , , , , TIE BACK 1. THE EXISTENCE AND LOCATION OF "' UNDERGROUND UTILITIES PIPES AND STRUCTURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. -- yy YY CUT SLOPES (2:1 MAXIMUM) RG. ROUGH GRADE THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN -- J _ - - - _ L -- ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY � PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES TA STRUCTURES PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED OF NOTE" OR LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT WATERS CREATE A HAZARDOUS CONDITION. THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PRIOR TO USING THESE PLANS FOR ANY CONTRACTURAL OR WORK EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PLAN SHALL BE INCORPORATED HEREON. PURPOSE, THE ENGINEER OF WORK SHALL BE CONTACTED IN WRITING ° r FOR HIS CURRENT WORK AND SAFETY REQUIREMENTS AND GENERAL COMMENCEMENT OF WORK: WORK NOTES WHICH MAY. BE MORE RESTRICTIVE THAN THOSE SHOWN c "" B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM HEREON; AFFECT THE WORK, AFFECT THE COST OF THE WORK. " • A. SEWERS - CITY OF ENCINITAS - (760) 633 -2770 THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. N07E: B. GAS do ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - (800) 422 -4133 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ��ptQ ALL QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE CONSIDERED END C, WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760) 753 -6466 FORE EACH WO S DA PERCENT E FIVE (5) AND OTHER O BE 0*7Y %S �A ACCURATE OR CERTIFIED QUANTITIES. QUANTITIES SHOWN SHALL NOT BE USED FOR CONTRACT PURPOSES. ?2 REMOVED AFTER EACH IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO SHEET INDEX D. TELEPHONE - PACIFIC BELL - (800) 489 -3441 RAINFALL. THESE PLANS. SHEET SHEET a " E. CABLE T.V. - DANIELS CABLEVISION - 1- 800 - 422 -4133 DIG ALERT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A No. T ITLE No. T ITLE ° 1- 800 - 422 -4133 COVERA E OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 1 TITLE SHEET 5 UTILITY / TIEBACK PROFILES o SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 2 GRADING PLAN - NORTH 6 SHORING PLANS d 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO WITH S CTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF 3 GRADING PLAN - SOUTH 7 SHORING ELEVATIONS e. BEGINNING ANY WORK ON THIS PROJECT, PHONE (760) 633 -2770. THE S TE OF CALIFORNIA DEPARTMENT OF CONSERVATION. IMPROVEMENTS. 4 OFFSITE GRADING 7 -11 8 SHORING DETAILS UndwWo Service Alert J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 11. TYPICAL HYDROSEED MIX. 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL 2000 LBS /AC (MIN) WOOD FIBER MULCH AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. \ DRI Gi ll: TOLL FREE BE SUBJECT TO REJECTION AND REMOVAL. 1000 LBS /AC (MIN) AMMONIUM PHOSPHATE SULPHATE (16 -20 -0 W/ 15X SULPHUR) �j \���� 1 -800 BOUNDARY DATA SITE TOPOGRA r7 ► 20 LBS /AC (MIN) FESCUE, "ZORRO ", OR EQUAL SIGNATURE: %T�� �� 422 -4133 20 LBS /AC (MIN) ROSE CLOVER THE PROPERTY BOUNDARY DATA SITE TOPOGRAPHY WAS PREPARED BY JON BLAKE, OWNER FORD MANCE CONSTRUCTION CO., ATTN: ROBERT MANCE SHOWN HEREON IS RECORD PER L.S. 4368, ON 1115198 (PROJECT SITE) BY FIELD \��\ �� TWO WORKING DAYS BEFORE YOU DIG RECORD OF SURVEY MAP 15549 SKETCH METHODS AND AMENDED BY DAN HOOPER, ADDRESS. P.O. BOX 910, CARDIFF, CA 92007 L.S. 7249 ON 4111102, 6111102 & 7112102 (OFFSITE AREAS) BY FIELD SURVEY METHODS ASSESSOR'S PARCEL NO. 261 - 041 -17 �pFESS /O ASMULT LEQAL i��+CRPT7/1wI TELEPHONE: (760 436 - 8088 \ \\�\ ' �p � 1 K. p4 fY , � A PORTION OF LOTS 18 AND f 9, BLOCK 20 OF AMENDED \ \�\ w > \ � Z � SUBDIVISION OF BLOCKS 19, 20 AND 32 -1/2 OF CARDIFF IN SAN DIEGUITO WATER DISTRICT ENCINITAS FlRE DEPARTMENT \ \\�\ $' �, Z; CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1662 EXCEPTING PG 1167 D -3 No. 41022 m THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF R.C.E. 41022 EXP. 3/31/2009 DATE cc EXH�IfiES 3- 31_2007 \\ \�� THOS. EROS "' REVIEWED BY THEREFROM THE EASTERLY 10 FEET OF LOT 18; AND THE ���\ , *J � y CI V 11. ��! U NORTHEASTERLY HALF 77 NEWPORT AVENUE ADJOINING LOT 19, ( 1 Qom- q�s�o3 VICINITY MAP O F CA1 BLOCK 20, ON THE SOUTHWEST, VACATED BY CiTY OF �J TF F�� O � INSPECTOR DATE ENCINITAS RESOLUTION NO. 97 -80. FOR A COMPLETE LEGAL - DESCRIPTiON, SEE TITLE REPORT ON FILE WITH THE CITY. BY. DATE BY. DATE NO SCALE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED • REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PUNNING do BUILDING DESIGNED BY DRAWN BY I CHECKED BY APPROV CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. C:d AN AS- /c ,eEV /5iaus 7- -o /HNC P DESCRIPTION. 112" I.P. SET IN CONC. MOH. MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR GRADING PLAN FOR: 00 -227 DR �, •08 SM FENCE POST L CARDIFF, APPROX. 29' W/O HORIZONTAL: 1 " =5' 7604 -G c� 9 CL SAN ELIJO A E/O R.R. TIE GUARD POST ON vERTICAL: N/A i t A7E `� 40 c3 BY: eY: - CHESTERFIELD MIXED -USE BUILDING a PROLONGATION OF S CURB LINE OF LIVERPOOL DR., v BASED LOCALLY ON HI PT OF CURB ON NENPORT AVE ENGINEER OF WORK R.C.E. 41022 DATE °1 /2a / 03 DATE: -/g 123 do 125 CHESTERFIELD DRIVE, CARDIFF o EL 78.19 B.M. ELEV. 54.154' DATUM: USCiGS BY DATE MICHAEL K. PASKO EXP. 313112007 APN 261- 041 -17 TITLE SHEET SHEET 1 OF 8 Jun 24, 2003 - 1326 P: \00006 MANCE \dwgs \00006GP1.DWG PLOT: 1 -5 �y PROPERTY LINE DATA Ol N59 7 E 99.97' NORTH PL C3 GP� © N30'4434 "W 86.02' EAST PL 3> N59'15'00 "E 99.96' SOUTH PL 4O N30 "W 86.02' WEST PL 5' 2' 0 5' 10' y i SCALE: 1"=5' ' U . y ms _� I a ,, SOLDIER BrE.W N07E PRIOR TO: THE COMPLETION OF WM R -O -W IMPROVEMENTS ARE SHOWN ON THIS J #- CONSTRUCTION, THE PORTIONS THE SOLDIER BEAMS GRADING PLAN FOR GENERAL REFERENCE ONLY - SEE 7? --- - -- PROJECTING INTO THE CHESTERFIELD DRIVE RIGHT OF IMPROVEMENT PLAN 7604 -1 FOR CURB, GUTTER, SIDEWALK J I WAY SHALL BE REMOVED TO A EPTH OF SEVEN (7) AND OTHER IMPROVEMENT CONSTRUCTION INFORMATION - -•- FEET BELOW THE ADJACENT CHESTERFIELD DRIVE TOP WITHIN THE CHESTERFIELD DRIVE RIGHT OF WAY EXISTING PCC CURB, � GUTTER dr SIDEWALK EXISTING PCC CURB, OF CURB ELEVATION ! GUTTER do SIDEWALK j 8 $ _ ... . _. _ ..._ ..,,,. _. ......_ _ _ _._ «......,_ ._._ .... , .. ...,. ,........ ,. _ Ih ..,_ .. t . , ..._...,., SEE PERMANENT ENCROACHMENT _.., w ......... ... ... _._ ........... , , «_ .. _ , .... ,. ,_. _.., _ .._, _ . _....... MAINTENANCE AGREEMENT 7929 -PE I FOR SHORING TIEBACK PER DOC NO. 8 @ ; 2003- n2 /4 50 _ .. _...._ _...._,... _...__..., ., m TB -7 PH .� _..,TB -7. REC'p �/ UA/E � 2003 .....M _ ._ ...._.... ,_ , _._.. _.._. ... _...__ ..._.. _.m.. _,_.. _.._. _. z _._..__._,. _:. , __.. _.. _. .__. _ _..__ _ _.,. _ __ , . ... ._......... , _ .._. _.._ .. v., ___,.._ , _. ... m.. _ _, _. � TYPICAL: SHORING TIEBACK CHESTERFIELD DRIVE MARK NO. � SEE TIEBACK SCHEDULE, SHEET 7 TYPICAL: SHORING SOLDIER BEAM 18 -5 TB -6 T9-6 a MARK NO. - SEE SHORING SOLDIER 11 12 1© BEAM SCHEDULE, SHEET 7 PH -2 _ _. M-_.. _ __ . _ t ,.._, ._.._ . w .... r .,�_.. _.._.,.. u.... .n,. .............. . ...� ..__. _. _.,..__ mw.rv,._.,� _..__._� ,. ,.,.._ - ._�_.,,.. _.3 � ...,...�_ .._._.,7Et ..3W. m__.._.F. .. _.m..lB._,,4._m. __.,.._ .___.__. TB. I Al ,� I t 1� 1• J i 9 5 EXISTING I TB -2 TB -2 I I I I I LOCATION - SEE POTHOLE I I I I I I I DATA NOTE ,B4'-, I I I I PH -6 PH -4 I PH -5 _....__....... " _.._.._. _.._.,.._. _...._« _. ......_..r,w._ _...__. M._..,_. _._.�, ..� ._._.._._ _, ._._w__.,_ �__.._.... ,,, s ,., __.. -- ...._.- n v..P ss _ . , w._. _. . ...__..... __.. _, �_ _ 0+75 1+ I I 1 25 .x x I 1 50 I I 1 +75 I 13 2{00 SEE PROFILES ON SHEET +25 1 OF s I I i I `s 71EBACKS REL TIVE TO THESE EXISTTNG UTILITIES II 1 S n n SEE IMPROVEMENT PLAN 7604-1 a r E 4 E i 1 e k I I " ..,..... _,..5......,_..... .w.. _. ... .... .. ..... .......... ..«.,,....,. ,I I _____- - T �'ri E•= � PH 7 ! i �t .._.~= „._ .._ .,..,,..._ ,� ..xF_._... U:,_,., _„ _... PH.._8__ ,_..._,._.. �,• ._,_. _._....,, " .._ ...,_. ._._ 3 _ 3 3 i ' I - - - -- s . CATCH BA NS: A Y t d < t ^.... ^ , —�. ,..., ............ ..... s »w..«,. ,aw.. x;.r ,.awu.k «, .... ,......_.... ..... ...,.......... ...1,- «.ru.nww; „.w.: «a.. ..... ........ „.,.., ._.. ..„..n xwa...,_......... ,............,.. . .._...,....+ xs. ,,. .._. .. ,.........,...., w,e � EXISTING T ,..,.•_ _.. . �.. ......._ �..- _ �.. _._ , . � E ” ,, -- �” ,�,W.. __ .,_..� « .,_ ._.�__. _,_,._,_. -_ --�. - _. -,,"_ _-r -�- - :...,, _.. � ,,. .�. S TREE T ,, .,.. .....< . _, EITi -- � - -.,� , , .. �- __." � .._...._..... _ _� ,.., LIG#T PULL BOX ,mm r _ .... .. ._,...,,. _..._.., �u t w : i?` ago , .. V/ ..,....�...., r ,. EXISTING TELCO' ", , DCW- ,x 3. v , I , / 1 E " ;1 I PEDESTAL > � �I f ll e I __ 9 y_- � �..�.,..�►q'I►Cj_ �� LINK ... .. _,... .� . ° k .r,w. - -- - - - - -- r r 1 -- .. a L..... -_ . Q coNSrRUC -- - -- - -- - - -- - - - -- -- - - - - -- - - - - b >: _ _ ^S __-- - - - -�/ CONSTRUCTION • x k � I v w.- � � ,.. � _. _, __.. � ..:_._,.« .. _......., , ✓ I p b 1 I � / �. � - ,,.. � �4 c, PERIMETER _ «......,, ,. FENCE , PERIMETERI e , 6 N CE 7 IJC � A } � A . � ?.' „__ ...... BF x 1 E v L Y a E _ EXISTING RETAIL BUSINESS PO MOOIf`IE[) -,� y - v ` 21 VE ._ v I �.fl � '_ G s..,, `) '�i* ti� v 7 APN 261- R1 a BOLT -DOWN TRAFFIC- A.TEp SQI,II? TOP v I " � �i E AND SUPPORT FRAME w/ W \l t o _ AR -TIGHT VITON RUBBER GASKET SEAL.�ALL METAL L v �, I g % " ' , �` O. o ... COMPONENTS SHALL BE HOT- bIPPED i '�,. 1' g .. <.' ..,. .....� „�.,x. „ak.. ,. lw .- �,. I _...._ .� �9• x GALVANIZED OR A -304 STAINLE STEEL I '$ \_ F AND RATED FOR H-20 VENICE LOADS SEE SDG&E DRAWINGS FOR } EE 8 A1Al LINK CONSTRUCTI SHEETS 6 THRU 8 t�1N1 E $ S H ff E LECTRIC SERVICE DESIGN I ; ” TER FEN SEE SHEETS 6 THRU 8 FOR 1 D OR SCORING SYSTEM TRrIFfIC- RAC "'01(�';SEPARAT PERIME VI I I $ SHORING SYSTEM DETAILS 1 " re0[K /AJF /[ T,P,4T /GUI OR w/ GB ... �" A�TY DRAW -OFF g 110 OIL STORAGE � � INSTALL STABILIZED CONSTRUCTION ENTRANCE AT STREET LEVEL 1 �` _ GC VESSEL SEE, - PL ING DRAWINGS I x I / PER DET 1/SHT 4 AT THE START OF WORK - STABILIZED CONTROL : v 77eEAlU/ L =ZO' -- FGI� W I SEE SHEETS 6 THRU 8 FOR EROSION SEE EROSION CONTROL EXISTING RETAIL BUSINESS ? CONSTRUCTION ENTRANCE SHALL BE KEPT /N PLACE AS LONG CONSTRUCTION NOTES ON SHEET 3. FS /7r 2UAAWo f 7 it STORE BR OR EQUAL PRAST CATCH SHORING SYSTEM DETAILS s AS IS PRACTICAL DURING THE SITE EXCAVATION 2205 SAN ELIJO AVENUE BAST w/ EJECT01 PU0P j t0 BUILDING APN 261 - 042 -09 SEoWER SEE PUlAIIBlljlf DRAWINGS, I# >" r �� ^�, TRENCH DRAIN AT FlNISHED BOTTOM OF h° \_ 8' CHAIN LINK pF ESS/ I GARAGE SEE PLUMBING PLANS FOR EXISTING RESIDENCE 1 CONSTRUCTION Q� ON I 4 / L � uJ � REFERENCE ONLY 123 -125 CHESTERFIELD DRIVE 1 PERIMETER FENCE �� ,�'r� K p NOTE:, a 4 - -17 GB »--•a �. -y —� � 261 � 4Q�1 , S F I 4 ' 1$� I POTHOLE DATA NOTE SEE EXISTING UTILITY ~ T 4 s I SEE EE v, v_i d GRADING ANE1 U$11L1�1',=RK ON•,> 1 POTHOLE DATA COLLECTED 7/8/02 BY i ; � ST O ORAGE �, No. 41022 ` SITE $ P l �, BUILD tf w *. I I T V� �l V I SAF -R -DIG UTILITY SURVEYS, INC. ON FILE WITH EXPIRES 3-31 -2007 � m 1 OWNER. SAID POTHOLE DATA IS PART OF THE I CONTRACT DOCUMENTS FOR THIS PROJECT. �r \� i CIVIL ^� �, ,= I � \ I ' � ' � 4� •(, :, SFEG /rY DWG /53- FaC Tl/E k I 0 REf!'AcEmewr sTQPM A✓AW - A- G,QdI(, O &44r,e FVAfP /A/(� O F CAL� d hk Doak I s1^ST�M zs/bv .- s7�iy CauF /GU,2ATioA! �/FFS k � ���`'2 `" k�0 �9 MATCHLINE z� �� ��F,e rN� s tio�✓u Hou �`. MATC LINE U SEE SHEET 3 ' '; b SEE SHEET 3 3 " Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK $�(,E DESIGNED BY DRAWN BY CHECKED BY ApFIRpy�g C17Y OF ENCINITAS ENGINEERING DEPARTMENT DRAVANG N0. o - u /LT / - 'O Mk b - /!o• DESCRIPTION: 112" I.P. SET IN CONC. MOH. MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR GRADING PLAN FOR: 00 -227 DR ° ;• STL FENCE POST LocA T10N: CARDIFF, APPROX. 29' W/0 HORIZONTAL: 1 " =5' BY: BY: CHESTERFIELD MIXED —USE BUILDING 7604 — G cd N CL SAN EUJO AWE E/0 R.R. TIE GUARD POST ON / }�+ PROLONGATION OF S CURB LINE OF LIVERPOOL DR., VERTICAL: N/A Lam— DATE. `I O 0 ° BASED LOCALLY ON HI PT OF CURB ON NEWPORT Aw. ENGINEER 6F WORK R.C.E. 41022 DATE: ql Z 3 DATE: 123 do 125 CHESTERFIELD DRIVE, CARDIFF o 10 EL. 7819 B.M. ELEV. 54.154' DATUM: USC�GS MICHAEL K. PASKO EXP. 3/31/2007 APN 261 - 041 -17 GP — NORTH SHEET 2 OF $ 0 E o Jun 24, 2003 - 1324 P: \00006 MANCE \Dwgs \00006P02.DWG PLOT 0 1 =5 (GRADING - NORTH) 0 0 0 a IJ SEE SHEET 2 SEE SHEET 2 M MATCHLINE ATCHLINE si C $ 8' CHAIM LI�K 7 - 11 STORE CONSTRUCTION EXISTING RETAIL BUSINESS i 2205 SAN ELIJO AVENUE ME TER FEN APN 261-042-09 EXISTING STORAGE BUILDING GB GB .. .. . .. ... .. v li END RA P EXISTING RETAIL BUSINESS , - - - EXISTING RESIDENCE 5 -125 CHESTERFIELD DRIVE i. - - - - - 217 CHESTERFIELD DRIVE O'D 23 APN 261-041-17 APN 261-041-16 tv OF 96' SOUTH PL N59*15'00*E 99 f = D&A*p /5.5 -Z 5 7 SEE hEETS 6 THRU 8 FOR r �j .0 --- ------ U G SYSTEM DETAILS GB I SEE SHEETS 6 THRU 8 FOR GRADING A UTILI TY SHORING SYSTEM DETAILS SEE SHEET 4 1" 0 " K tTE ND K? ' --------- - - - - -- 9 - -- - THE 7-f S ON ITE - - - - - - - - - - FINISH GRADE —BEHIND SHORING G WALL, 8' CHAIN LINK t CONST RUC 77ON PERIMETER FENCE 3r 3► Als . .. ....... 7 '4 .... /q "jI 10 yy �Y 'o GB a '4 SEE SHEETS 6 THRU 8 FOR GB SHORING SYSTEM DETAILS tkX*fAAAFA;7- SAeAWe A4&t 44m) s NING, ICP- DR-44 /A!5 /`j/5C 4P�=517 Ll= eZlAzrF 740 " 111-111-111- ­­­ I � "1 4 EXISTING RETAI WALL - PRO all i 72) 99 4 oldw IN PLACE\ PL LOSE 8' CONSTRUCTION 4 PERIMETER FENCE ONTO EXISTING WALL 6� TZ 17 =7 z cq 4 E_ CLOSE 8' CONSTRUCTION PERIMETER FENCE ONI'qI!- *lp EXISTING FENCE % EXISTING ELECTRIC ^4 • TRANSFORMER ORINDA VILLAGE CONDOMINI EXISTING RESIDENCES WAfER W@Hf Ums SOLID TOP 4. VhT0N-RbW0IER- - - FISPIF 9ft6 Tep APN 261-041-18 SEA9 OffflN RUBBER ASSE NOTE MBLY Pee SARASE ffR Ne* 1 A@ 9EAf: PER 1 < C-1 SE 24 GRATE wl ;RDivill GRANO Te 1. MODIFIED'�@-k CATCH BABASIN: FRAME PER SO D-13 eit: SEPA -601 ;R4FF4G RA Qcm in Tap 1= 4 STORM WA LINE - S I & D-15 NOTE 2 AN9 SUPP6Rf FRAME wl WATER WGHT- STORM DR SEC EE ftAN!P EROSION CONTROL CONSTRUCTION NOTES :- VVTON ROBBER Cn4SKET- 664h. ALL FILTER ASSE -ANrr )c�&A4 1. INSTALL GRAVEL BAGS AND DIRECT RUNOFF TO INLETS AS INDICATED. OWNER IS METAL COMPONENTS SHALL BE 2WWL RESPONSIBLE TO MAINTAIN GRAVEL BAGS IN PLACE AND IN GOOD REPAIR UNTIL HOT-DIPPED GALVANIZED OR A-304 LOW FLOW E. PERMANENT PAVEMENT IS INSTALLED AND THERE IS NO DANGER OF EROSION OR (FILTERED) m ANS RAfO FeR if 20 SILTATION. OWNER IS RESPONSIBLE FOR PREVENTING SILTATION OF ANY STREETS OR STAINLESS STEEL 4* DRAIN ADJACENT PROPERTIES AND SHALL CLEAN THE STREETS AND ADJACENT PROPERTIES VSHGELF LGA963. (MOD fl) I DAILY IF SILTATION RUNOFF OCCURS. 2. SET BOTTOM OF MODIFY FRAME FRAME AT TOP OF CURB ELEVATION. j 2. INSTALL ONE-LAYER GRAVEL BAG CHECK DAMS IN DRIVE AREAS AT 1-FOOT VERTICAL SEE PLU MBING INTERVALS UPON COMPLETION OF ROUGH GRADING. OWNER IS RESPONSIBLE TO KEEP ANCHOR HOOKS AS REQUIRED. 4 PLANS FOR STORM �4 [ 1 12* DROP SANDBAGS IN PLACE AND IN GOOD REPAIR UNTIL PAVEMENT IS INSTALLED AND THERE IS CATCH BASIN NO DANGER OF EROSION OR SILTATION. J. THE STORM WATER FILTER DRAIN SUMP PUMP SYSTEM AND ASSEMBLY DEPICTED IS A "FLO-GARD 11 DISCHARGE PIPING PER SOR96 B B NefflED J. INSTALL ONE-LAYER GRAVEL BAGS AT TOPS AND TOES OF ALL SLOPES GREATER MOD FF-,24 MANUFACTURED BY KRI 4.-* WIRI 6;9RM WATER R*W-R THAN 3 -FEET HIGH OR WHERE INDICATED ON THE PLANS. STAR ENTERPRISES, INC (OR EQUAL). 1:12 e6h9& cl7y- Dwla /53 - STORM WATER FILTER ASSEMBLY d 4 4. INSTALL TEMPORARY SILTATION BASIN GRAVEL RING 2 LAYERS HIGH AND OVERLAPPED SUBSTITUTION REQUIRES WRITTEN 4 AT ALL STORMWATER INLETS. APPROVAL BY THE CITY ENGINEER AND 4 44 Id 99,0 ESS/0 C3 THE ENGINEER OF WORK. CATCH amwt) llgo PROPERTY UNE DATA 5. GRAVE BAGS, SILT FENC E AND THE LIKE H SOWN ON THIS SHEET ARE DI MMATIC AGRA 4 C/rr DkArr 163 -X K. 10 N59*15'00*E 99.97' NORTH PL IN NATURE . E.G. S ILT OF BAGS SHOWN IN GRAPHIC FORM ARE NOT THE EXACT GRep .4 6*0 SCH 40 PVC PIPE 0 Me -A NUMBER OF BAGS REQUIRED. STANDARD 1:12 CATCH 0 6 mg (NamAw N30*44'34mW 86.02' EAST PL 6. O WNER IS RESPONSIBLE TO MONITOR THE SITE CONTINUOUSLY AND ASSURE THAT DETAIL 1 cl) BASIN BOTTOM SLOPE PSG W?EMGR G64%6 - No. 41022 CD rn 5 2 0 5 10 9 ' 9 , L"APPORT rn z PA 9 2 6A Te i BASIN v A 109 fGkj . THERE IS NO OFF-SITE SILTA77ON OR DAMAGE TO ADJOINING PROPERTIES OR AR 4 1 1 < �� 0 46SEW . I-- EXPIRES 3-31-2007 4 RIGHTS-OF-WAY. GA6E- CATCH BASIN$ .. <� 4t U N30*45'01 *W 86.02' WEST PL 4 .4 PER SBRSB 9 4"so PuAl? &SCMA&W zj�w 'p 0 1, OF ckv\ SCALE: 1"=5' !SCAe1lA7*X -RG6K4NG NGR??O 1 4 'd f cIrr,;" / NOT TO SCALE /e C/vI%_ �vm 01 of. --4- - A DESIGNED DRAWN BY CHEC BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MOW SCALE I APPROVALS CITY OF ENCIN/TAS ENGINEERING DEPARTMENT DRAVANG NO. c;d 2N AS-.00 ff- 7 R"slf 4ovs / 7-3-09 t4XP lb-lip-06 DESCRIPTION. 112 I.P. SET IN CONC. MON. MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROa GRADING PLAN FOR: 00-227 DR 'N' fz2gM' (JA 2-5-0 STL FENCE POST LOCATION: CARDIFF, APPROX. 29' WIO HORIZONTAL: 1 7604-G CL SAN EUJ0 AVE. E10 R.R. 71E GUARD POST ON Ille BY. ' 411 /OaL BY. CHESTERFIELD MIXED-USE BUILDING S. PROLONGA71ON OF CURB UNE OF LIVERPOOL DR., VERTICAL: NIA DATE. k J PL C2 5 BASED LOCALLY ON III PT OF CURB ON NENPORT AYEj ENGINEER Or WORK R. C.E. 41022 DATE: Ot 124 03 DA TE. 123 & 125 CHESTERFIELD DRIVE, CARDIFF 0 C) EL. 78.19 B.M. ELEV. 54.154' DATUM. USC&GS MICHAEL K. PASKO EXP. 313112007 APN 261 - 041 -17 GP SOUTH SHEET 3 OF 8 L) Jun 24, 2003 13124136 P:\00006 MANCE\Dwgs\00006P02.DWG PLOT 0 1=5 (GRADING—SOUTH) O WORK ITEMS O WORK ITEMS WORK NOTES: 1 REMOVE EXISTING WATER METER - BY SDWD FORCES • 18 NEW 12 "x12" BROOKS OR EQUAL CATCH BASIN. TOG-49.00, IE -4750 I. THE EXISTENCE OR LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF CONNECT TO BUILDING STORM DRAIN SYSTEM - SEE ARCHITECTURAL THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE 2 ABANDON OR REMOVE EXISTING UTILITY SERVICE AS REQUIRED - BY SDWD PLUMBING PLANS PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN FORCES • HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3 NEW 1" WATER SERVICE TO APN 261 - 042 -09 - BY SDWD FORCES • 19 NEW CMU BLOCK RETAINING WALL PER SDRSD C -3 2. THE EXACT NUMBER, TYPE OR LOCATION OF THE UTILITIES WITHIN THE AREA OF WORK SHOWN ON THIS PLAN IS UNKNOWN. 1 -112" CRUSHED ROCK 16' MIN 20 EASEMENT FOR CAISSON CONSTRUCTION & MAINTENANCE PURPOSES CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING THE COURSE OF THE WORK. UTILITY RECORDS WERE NOT AVAILABLE FOR FILTER ORIGINAL 4 RELOCATE WATER METER TO 1 +96 PER SDWD 19 -31 - BY SDWD FORCES • RECD t R I4 t 1PO' AS DOC 2003- 11 3YZ03 THE ONSITE FACILITIES SHOWN ON THESE PLANS. FABRIC GRADE " (NON -SP CIFlC LOCATION) 3. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY THE WORK TO BE DONE SHALL BE CONFIRMED BY FIELD w .e'. 5 2 EA - 4 M NEW SECONDARY POWER CONDUITS TO NEW BUILDING SEE MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXIS77NG , .Q SOG�E DESIGN DRAN7NGS 21 INDICATES EXISTING DRAINAGE PATTERN UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY 4 _ � _' . _ -`— — — - 6 NEW SECONDARY POWER HANDHOLE 22 INDICATES PROPOSED DRAINAGE PATTERN BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7 PROTECT IN PLACE EXISTING PCC CURB & GUTTER 4. CONTRACTOR SHALL COORDINATE THE TIMING OF ALL UTILITY SERVICE INTERRUPTIONS WITH THE RETAIL STORE MANAGER A MINIMUM I p E: 15" THK MI OF FIVE (5) DAYS IN ADVANCE OF THE START OF START OF THE SERVICE INTERRUPTION. a i �I SPECIFIED N UNLESS 01NERWISE N SOILS ENGINEER 8 PROTECT IN PLACE EXISTING STREET LIGHT ASSEMBLY �� 12' 5. THE REMOVAL AND REPLACEMENT OF ALL UTILITY SERVICE SYSTEMS SHOWN ON THIS SHEET SHALL INCLUDE THE INSTALLATION OF I I SECTION A -A 9 REMOVE AND RELOCATE EXISTING BACKFLOW PREVENTOR TO RIGHT OF WAY ALL TEMPORARY SERVICES AND FACILITIES NECESSARY TO PROVIDE UNINTERRUPTED SERVICE TO THE RETAIL STORE EXCEPT FOR COORDINATED DISRUPTIONS PER THE PREVIOUS NOTE. j 0 0 ° 0 o A 10 PROTECT EXISTING ELECTRICAL TRANSFORMER IN PLACE 1 000000000 °0 0 11 REMOVE EXISTING 8 PINE TREE 0 0 0 0 ° 0 ° 0 0 0 ° 0 ° 0 ° 0 0 0 ° 0 0 0 0 0 0 0 0-0-0;0;0 0000000° °0000 °000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 ° 0 ° 0 ° 0 ° 0 00 0 0 00°00 0 0 000 1 00000000000000000 000000000000 °0 °0 °0 °0 °0 °0°0°000°0°00000°0 °0000 I 0 o0000000 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 REMOVE EXISTING 6" PCC CURB & GUTTER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E 1 00000000000000000 0000 °0°0°0°0° 0000000000000000 °0 °000 °°00 °000 °0 13 VERIFY LOCAT70N AND DEPTH OF PRIMARY ELECTRIC PRIOR TO START OF I O 0 O�o�O�O O n 0 ° 0 OFFSITE WORK S70FM (�iel# /n OTE; 1 0 0 0 0 0 0 0 0 ° °° 0° ° 0 0 0 °o ° o ° o ° o ° o ° o ° o ° o ° c 0 18" STRIP OF EX. PCC GUTTER TO o °o ° 0 ° 0 ° 0 0 0 0 0 0 0 ° I 0 0 ° °0 ° ° ° ° P1/C STORM D,eA/,U L /AAf CGLLLUCGTEA .4T TffE 1✓EST I 0°000000000° O0 c PROTECT EDGE OF EX. AC PAVIEMENT O O 0 0 O 0 0 0 14 PROTECT IN PLACE EXISTING AC PAVEMENT 0 0 0 0 0 0 0 o u u u u u .. 0 0 0 0 0 0 0 0 0 f THE PCC C,4 8,4S/AJ //V 7754E AlES7- 4Fo8Lj I 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0"0"0"0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 PROTECT IN PLACE EXISTING WATER SERVICE Ae_E o THE f")rscr C1ws7f4oGE4 iL=.e CITY J ° ° ° O ° 0 ° ° 0° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 00°00000°0°000°0° ° ° O °0° ° O ° 0 °00000 °o O °00000000000°0°00000000000°00 °00°0° °0000 °0 °0 W I o 0 0 0 0 0 0 0 0 0 0 0 0 0 °0 °0 ° 0 18' 5 3 -Z) C auvcYS A°OG1F wAJaff FPAM 0 °° THE 0 0 0 0 0 0 0 0 0 0 0 0 0 16 PROTECT IN PLACE EXISTING AUTO AIR do WATER SERVICE ISLAND 0°0 ° 0 ° 0 0 0 0 0 °0 °0 °0 ° 0 ° 0 0 0 ° 0 ° 0 0 0 0 0 ° o 0 0 °00000 °000000 AA$ ,elm GUTTE.eS. D /seHA,eGE A,eOw T NG 1 °00000000°00 000000000000000000 ° O O 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXISTING I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 PROTECT IN PLACE EXISTING IRRIGATION CONTROL VALVE S FLOW5 TN,PAU6# /4- "Ft-O- GAeD'Me)46c . F - F - /8U 0 0 0 0 °0 °O °O ° O ° o ° O ° O°°° 0° O° 0° 0 0 ° 0 ° ° ° 0 0 0 ° ° 0 ° ° ° 0 0 ° ° ° ° ° WATER F /GTr= e F /7jEh 7a TI/E Dstx? /5 3 - _ I 0 REFUELING 0 0 0 0 0 0 0 o 0 O °° O O° O O O O i. 00000000000000 000000000000000000 ° �.. STATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 C// 8,4S /N iL�K L�7A/c l SNG'ET3. SERVICE PAD ' ! I °O 0 °0 0 °0 ° ° 0 ° 0 ° 0 ° 0 °°° ° o ° o ° O ° O ° O ° O ° O ° O ° O °0 00°° 0 0 0 0 0 0 R -O -W IMPROVEMENTS ARE SHOWN ON THIS GRADING PLAN F GENERAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 QR I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REFERENCE ONLY - SEE IMPROVEMENT PLAN 7604 -1 FOR CURB, PUTTER, -f � -` U 0 ° O ° x 0 ° 0 0 ° 0 0 0 ° ° °0O0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °0 0 0 0 ° 0 ° 0 0 0 °00 ° ° °0° 9 I 0 0 0 0 0 0 0 0 0 0 0 SIDEWALK AND OTHER IMPROVEMENT CONSTRUCTION INFORMATION WITHIN THE ( I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CHESTERFIELD DRIVE RIGHT OF WAY �--' .`— _'�`,._. - 1 ° 0 ° ° y I ° ° ° ° ° 000° O ° 0° 0° ° ° ° ° ° ° ° ° ° ° ° °0 °O° ° ° ° °0° ° °0 °00 ° °° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°000°0°0° R— S 1 0 °0 EXISTING RETAIL BUSINESS_ I I i ° A 7 -11 STORE #I , 2205 SAN ELIJO AVENUE 10 I APN 261- 042-09 ' 50 ' DETAIL 1 NOT TO SCALE E r , a I I n I D CONSTRUC77ON ENTRANCE SEE AGREEMENT FOR OFFSITE GRADING, STABILIZE " CONSTRUCTION AND PERMANENT ENCROACHMENT OF OFFSITE IMPROVEMENTS PER DOC. NO. 4, I l�3¢yo3 I 2003 4 r I a I RECORDED & 2003 I + 1 � � '""� a _ I _ 3 } 3 I # V k i 4 �rr N I ..y.. - ....I - ....,.._,_.,... � _._......_- ......., .. „e_._... ....... _...,,,, .............. „_...., I ,.. _.,..:,,..... ,.._,..,..._..� .�.. W..,.,.. ...... _ . I . ..,.. .�.. ,.. F': 14 7 p Ps I & ', 1 1 � I 7 1 4. I I K kP . -... x p , {1 L kn ' S e q � �` W a� A . I 3 W y R I T FROM 1 N o _. 1 I ,.. . � _,__. 8, _� I a END 12 _ e... � 16 .__._, •, _ 9 µ}� �:, k r � 0 +, 21 11 15 11 W I v 1f I 5 1 11 0 0 I- • w �„ BEG TO � c . Uj 9 3 3 € i , a 0 6 END q � 19 m 19 END I EG �' 5 19 o # - t (n f I 8 / I �... , g } F k E E E � � ” y ,: s Tyy T.1 - -- Ir 3 q _ « ... o _ WI 0 5 — Z w 49.3 I } 12 B E. I I a .... O O +^ s ....... ..... r . I Wr x � I I e- PROPERTY LINE DATA 5.0 54.3 TW 19 18 3 I I � 12 y I 1 6 49. BW 12 x 5L ._, . , .... ! t. , O1 END % I I 9,o k9C " C SA Fi�lLF I �' m � 2 N59'15'00 "E 99.97' NORTH PL I 1 II 2 BEG d /F V44 lk` © N30 "W 86.02' EAST PL f., , (i•�Pf/C SD E,e MAI P6R C/7"rl I DIG✓ w O N59'15'00 "E 99.96' SOUTH PL /53 -Z /sat -Z I u7Y 5 , 2 p 4 N30'45'01 "W 86.02' WEST PL CIS p I I I 3 # PL �I I � M SF� "ecac SlwA J , J�iE C t Y 1X.Xi /S3 = z P C CATCH I. x SEE ARCHITECTURAL PLANS I 4 �s IT , FOR ON -SITE SURFACE AND ,�•t'. s � I I 1 DRAINAGE IMPROVEMENTS •mom._ "° i -� - � ' �� - 8 a I e w _> C I £ ,w H 1. J n ti w 5 , � _ I SE d * ,�0 C� LEC CAL 1 'z. I I I I O° EL ki A ., PL I 9 $ A I 1 w ��` �� F e k r> f r N z 1 C 1 LL . 5' 2' 0 5' 10',,.. ,.. ,_.,_ _ ....... I INSTALL S Ix1 W 0 `12 . �L CONSTRU ON ST OF ION EN TRANCE �� SD^' I 6 STABILIZED CONSTR UCTION II I J� -µ • - _ t _ _ - I o XPIRES 3 -3� 9 , SCALE: 1 " =5' i DURING T §IJIC.IJUAa RLri� CI V I v� (:'SHALL BE KEPT IN LACE AS LONG AS IS PRACTICAL 5 �. HE SITE EXCAVATION l U[JTTE,�S ,- �. " i; _,a i 6 OF C � \E . REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SSE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAIMNG NO. �j Zx A S - 0011-7 / ?- -o 4 DESCRIP7ION: 112" I.P. SET IN CONC. MON. MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: S71. FENCE POST LOC ATION. CARDIFF, APPROX. 29' W/0 HORIZONTAL: 1 " =5' 00 -227 DR 7604 -G tt CL SAN ELIJO A E10 R.R. TIE WARD POST ON BY: BY: CHESTERFIELD MIXED —USE BUILDING PROLONGATION OF S CURB LINE OF LIVERPOOL DR., VERTICAL: N/A r DATE: 0 S o BASED LOCALLY ON HI PT OF CURB ON NEWPORT AVE ENGINEER O WORK R.C.E. 41022 DATE. `� 174 1 DATE. /0 ��3 / 7 123 & 125 CHESTERFIELD DRIVE, CARDIFF g EL. 78.19 B.M. ELEV. 54.154' DATUM: USC&GS MICHAEL K. PASKO EXP. 313112007 APN 261 - 041 -17 OFFSITE GRADING N 7 -11 STORE SITE SHEET 4 OF 8 � Jun 24, 2003 - 1347t52 P:\00006 MANCE \Dw9s \00006GP4.DWG PLOT 0 1 =5 NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText