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1993-3749 G (Plans) WORK TO BE DONE: LEGEND A. GENERAL c. GRADING SOILS ENGINEER'S CERTIFICATE ITEM STD. DWG. SYMBOL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE I. _ RUSSELL B RGENFR A REGISTERED CIVIL ENGINEER IN TIE CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF CUT SLOPE(2 MAX.) - -- - - - -- -- - - - - y Y CU7 - O jy AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY F (DASHED�EXISTWG) THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON RQFESS /Q THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME R FILL SLOPE (2:1 MAX.) ----- REQUEST FOR INSPECTION, COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS Qq Nq UNDER MY DIRECTION BETWEEN THE DATES _ 3 -/9-94 AND 3 -Z.S - - 9 AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS P,�?EL /M /N,4RY /CS REPORT ��' 8• B ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STU ' PROPERTY LINE - - - - -- - -- - - ---- •� • , � FRGS ��` 2. THE SOILS REPORT TITLED PAR¢, PM WITH MY RECOMMENDATIONS, BY 9007# CO,437 OPINION, ALL EMBANKMENTS kND EXCAVATIONS WERE CONSTRUCTED IN ti , HAS BEEN SUBMITTED TO THE OFFICE OF T' E C /V!L EA16R. DATED 3 -Z5 -Q4 SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS Z � CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING P S o� ` F' T - -' - - `- - GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. No. CA44641 x � AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPO EASEMENT LINE -' - - RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT, 4 i Exp.3/31/98 FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO C1VI1. \Q' SPECIFICATIONS . EXISTING CONTOUR 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER, HE SHALL F Of 'CALF i LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SIGNED: DATE: /D -/ 9- 99 FINISH CONTOUR - - - - - - - - - - - - - - - - - - -130 WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR TO FINISHED WORK ON THE SITE AND SHALL T;.KE REMEDIAL MEASURES TO THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREJ.S UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTRC L MEASURES HAVE BEEN RCE NO.: 9969/ _ EXP . DATE 3 - 1 1-97 EXISTING GRADE 4, WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. 129 0 -- ------------ -___._ 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PRE`.'ARED TO BE FILLED AND FILL FINISH GRADE--- F ' PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL FLOW DIR DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE EXISTING PRIOR TO GRADING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM DECLARATION OF RESPONSIBLE CHARGE DAYLITE LINE ------------- - - - - -- - '"' �' C 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE FLOWAGE EASEMENT-­­­ SURVEYOR. BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,' - - - - - - _ SURVEYOR. FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSION'S 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS A NEAT AND ORDERLY BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN [- r AND REGULATIONS. RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT 5CT 911 4CT 2 F��Q Q O n ,/J j�j,JQp // I /4 CONDITION, ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR DESIGN. ' ` /I t/�L� 1 /j'/ / /\ �f� � /l�'l E�T 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED �® A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES T�" 141V kl aRIIIC" TO 4/5E- HOURF OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. QAOFESS/pN RECOGNIZED HOLIDAYS LOGAN ENGINEERING QUO S E � 120 BIRMZN DRIV SUITE 110 „� �� oG,'9c(`ZG� 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL y p 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CARDIFF HE SEACA 92007 w 039726 MEETING HAS BEEN HELD ONSZTE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A 619/94F 64-44 Exp.12 -31 -97 0 CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER !D _ 1 U - I L slur CIV11- @ �� P CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. BY : - -- -- DATE: FOFCg11F� 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D. LA,�$CAPING kCE N0 � ,� EXP. DATE � I PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL - - - SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH /Z 3 TLC •�. 3Q�Zf'p ( O I PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND REGARDS TO THE HAULING OPERATION, IRRIGATION STANDARDS, 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL PRIOR TO FINAL APPROVAL AND/OR FINAL RELEASE PROVIDED STATING: SECURITY, SLOPES PRIOR SLOPES GRADED T BETWEEN OCTOBER 1 IMMEDIATELY 15 ON COMPLETION OF ANY OWNER'S CERTIFICATE OWNER & PERMITTEE UNDER PERMIT NO 374,9- G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE Z EROSION CONTROL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST CHRIS J. HAMILTON ET AL ATTACHED AS-- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY 1113 SANTA MA D R E CT. DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CA A14A� ' /Gr,011 AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. OPERATION AT 6vJ9- 455 -,33ro¢ SOLANA BEACH CA 92075 B NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE DATE: lb - (� '�'7 CI A IL WW � AVAILABLE AT ALL TIMES DURING THE * RAINY SEASON � ALL NECESSARY CND► /5 �' ,4.tot'jL7 -P.� SITE ADDRESS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE�AT CONVENIENT LOCATIONS TO STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT. ' ; Al1li SEA50Q 0MXZ 10 APRIL 15 'x CAN OCTOOEQ I APN: 2 64 - 2 21 - 15 EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: ', DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT N E CORNER DUSTY TRAIL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO THE APPROVAL OF THE ENGINEERING INSPECTOR. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK CHANNEL VE S �IN E/� ABO 4 COPPER CREST SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO jti�-/E Cp EXTEND RIP-R�4P ALONG M AIM ¢ ; 430 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH �/ER 1 5 Cov5 /5rA T /MES EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND RUN -OFF PRODUCING RAINFALL 7th ,gE Z �TGvO� FEET LEGAL DESCRIPTION 0 NOTIFICATION OF COMMENCEMENT OF WORK sTw. 70 roo - _ PARCEL 4 , P M 14232 N 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL - f X /� UT/G/ T` ZE ON r ° 5l,TE Or,(' A. SEWERS - L.C.W. D. - 753 - O/55 MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED u�'UCJNL M.QrER'�.4G ,4r _560 -, O) B. GAS & ELECTRIC - 800/422 -4133 GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE, .�,.F, /tJ' ©p 6e,40CWC'E5 ,45 CN•4 N.t/ EL Q 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY C�/ -� AS- 6wLT iA►roRM.groN SvP�'L�EO 8y C D WATERS CREATE A HAZARDOUS CONDITION. C. WATER - O. M. 49 . - 753-- G.►466 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED T / ; j Cu D. TELEPHONE - 800/422 -4133 - PACIFIC BELL 4 (R455 15 TO 8E ,Q'$ P- OLL ©�/�r ��35 , G'O NTN �I CT0l4 OFeECORO Gyp S.�ivTi9 FERO S'/�IV /V Ord /O/V OQ/V U: J UL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING U1 l0 Wyp"F ©SEED �L1 /X //(/ Zfj91,,QC', - E. CABLE TV - 1 PLAN SHALL BE INCORPORATED HEREON. Ai .30 ZBg. ,8 F,Qea aR,,4,5S .5,6&,r,7 L /CENSE Sy9 309 �'I 0A7ZO FEB /S /9 � 4�M 2000 4 as. w oo F /f3E,4' /.fl�G � <t 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM &5-55 Z/ivEO 400 4.845• 4A /WOA11/ 1" Py05Pf/<lTE .? 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. COTTON SZA F47 t "la - 00-O W115% SUGFU,�) PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: �f�}9 /633 -2770 EXl$T. 8" VCR ,GUEF� / //Ll ((�o�� 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT l T 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY OPEN CHANNEL DETAIL „t, --�- ! Z W INSPECTION. PHONE: /633 -2770. ALL WORK PERFORMED WITHOUT FORECAST EXCEEDS FORTY PERCENT (40$). SILT AND OTHER DEBRIS SHALL , t / BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. BE REMOVED AFTER EACH RAINFALL. C H 6 GRAOEO 54 OP465 TO BE NYO�S'O SEEOEv �� o r,z,,,� ' W 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE W /TN N,4T /VE M/X . SEE - WEE 7 3 FDFf' �\ � • AA__II ,A� � EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO OET.4 /LS. C j I� e W ;� Ch F A& l� l"1 �O� l� 1/ �J � M� �&0 NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW �.; � c , Ll� INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND �;� 250 r \� Z o^.,E - �� � Z > SEDIMENT C ONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF W cc CONSERVATION, � HouoHt Rn A 91 - 10NAL ROSS lJ CO JC t :E T - 4 v �L � y L % / / / /�� / /�/ Fo Tu � A � V � ~ � ENVIRONMENTAL DATA: Il.co����uc�1oN IN iNG RRU1�1C ��ID ROOD WIDC�lI�1G AQer�'S SHOULD �E JAC�c 0 a EARTHWORK F RFURMCD Ill WE 50VIMGR MONTW5 1'D ALLH1 Nvt F0 IAL P Z C4 1) Steepest Existing Natural Slope On -Site = A11 DIF ICUD DUG 10 WC-55 M015TURG COVAN U IN 501L �- W � CUT= 600 - C.Y. o ac .� 2) Maximum Vertical Depth of Cut = N/ NoTE: ir E�c.�S o /v FILL- /00 C.Y. 12. 5000LE AL-45 r -R MAIRM5 M05 5E OUTWE OFINU PA - 110M ARI z A. �� z m ,. r,��� PLQN ,tlk'E - fi rb 3) Maximum Vertical Depth of Fill = ,�// PEKE' �E50LUT /ON EXPORT_ 500.. C.Y. IxuG4�D(p, Cw�T W�4T� 7t5-�.�r� � o C, C /N � ;y } C ��RrE ND PAP G�'QO /LAG � 4) Average Depth of Cut = NI 1 5 PR'OPDSED. EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND 2! ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL 44AJb ()is�I j� f'ti ,f ;Hee - Lij �� W _W 5) Average QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR 6 �o /g� P f 25 -E 2 =TH. BROS. Z z a De th of Fill _ /V � SWELLING FACTORS, � VICINITY MAP. No S 0 o C _ PEVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMM UNITY DEVELOPMENT APPROVALS C O ENGINEERING D E P A R T II E N T 7 CIT O F ENCI A .L'r G ° 9 q lNVERr ov- M. rr /9 PER d,�Uww- NITAS pRAWING NO. W Vi a 0 PL NS PREP ED UNDER SUPERVlS!ON OF RECOM 1ENDE �+ RGV � �q 04N/EGS LOT 7 - s6W Z /wE Q- S -q� GRADING AND IMPROVEMENT PLAN FOR X7-9 - G - E XTENS /ON L. E' l-t/D. - B�ISEO ON HORIZONTAL N �- _ DATE BY: _ ___ SY: __ _. COUNTY BEit/C'f1,t�1,4�4'lC /vo. 1- 0300. - 1 0 - 16 - 9 1 y ENCINITAS CREEK DRAINAGE AND VERTICAL �� PPROVED ,BY OA r45 EN E R.C.E. N'Z- - DATE: J 2 -qY DATE (o -z6 DUSTY TRAIL (PRIVATE RD.) ER TM 9 1 - 06 4 4 .1.E - 333.4 OQ T(/tiJ: 1/ $, 0 ,$, E ` EXP WORK PROJECT No. SHEET DF GENERAL NOTES woRK To BE DONE 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS PUBLIC IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT WORKS FOR ANY WORK WITHIN THE STREET RIGHT OF WAY. CITY OF ENCINITAS ENGINEERING DEPARTMENT 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF STANDARDS AND SPECIFICATIONS AND STAND"D REFERENCE DRAWINGS. ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT b BOUNDARY. L ITEM STD. DWG. SYMBOL 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES CONSTRUCT A. C. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE STRUCTURAL SECTION AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CONSTRUCT A.C. OVERLAY -- OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: 232 -4252 i 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL TELEPHONE PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC BELL TELEPHONE COMPANY. TELEPHONE: 293 -0595 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE PRI ATE ROAD IFICA�TION UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED., I CERTIFY THAT THE RIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN SAT�S,FIES THE UIREMENTS AS STATED IN THE FINAL NOTICE OF 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND APPROV FOR TM 91 � AND THE STANDARDS FOR PRIVATE STREETS. INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT APPROPRIATE COMPANY. 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE DOUGLAS E. LOGAN, R.C.E. 39726 EXP. 12/31/97 DATE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS; DEDICATED TO THE CITY OF ENCINITAS. 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE REVIEWED FOR CONFORMANCE WITH PRIVATE STREET STANDARDS: RELOCATED OUTSIDE THE AREAS TO BE PAVED. C � d� L� -q 7 BY : � 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE DATE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. 14. ALL LUMINARIES SHALL PROVIDE TRUE 90 CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. I "THE CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEERS OFFICE RE- CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING ". OWNER'S STATEMENT: I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK OWNER & PER MIT T E E: 0 �- ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH C J. HAMILTON ET L , .` "4 THIS PROJECT OR UNDER MY CONTR 1113 SANTA MA DR E CT. � �/� i � OC LJJ CA 92075 - w AA (� SOLANA BEACH C � � \ OI�iTY TKAIL. � z i OWNER: DATE: U - 1 ` : `, `� t Chris T. N rnt iton CD (� ��AA SITE ADDRESS. . "`I ADDRESS: // /3 Sarlta Mod COL) Sol ana beach , CA $ QS �.` ,} ` 10 �a,� W ��4 - APN. 26 4 221 l :; � uo� � z ASSESSOR PARCEL NO.. ? 7� � -_ N5 CORNER DUSTY TR IL <t co ` COPPER .CREST l„' %L iv'� >'�i i�1►' �j A` � tv N O Q�pFESS/ LEGAL DESCRIPTION: .rAcr O yoOJ �y2 PARCEL 4, PM 14232, W C 39726 rti Q Exp. 12 -3197 Z CN f� OF CAS \F oE.0 ' Q W Li LL VICINITY MAP: 23- E 2 - =TH. BROS. Z G No Sole c5 C3 C REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF EINCINITAS ENGINEERING D E PA R T Y E N T DRAW NC B, W � i1 OFO uWs v 4-2-y-9 /NVE OF M.H. Ac /9 PE,? 670*7 P AN REPA D UNDER SUPERVISION OF RECOMMEN ED aP OV GRADING AND IMPROVEMENT PLAN FOR ECd 04mle4s LOT 7 - SEINER Z /NE .. E XTEINS ION - Z. C. W.0 - ® 456 !9 ON HORIZONTAL DATE : L'� BY: l' ' — 8Y ENCINITAS CREEK DRAINAGE AND � `�' CU NT r fENCf11f4RfC mo. J o3tJ2. 4 9 DA �26 DUSTY TRAIL (PRIVATE R D. VER"ICAL DATE: R.C.E. NO DATE: �O ► - -ZS-� Q 1 r� 2 33. TUM : U. S Q $. DO 6, 6. LOGAAI EXP. ` J , TM J 1- V 6 4 S G UGL 5 E. WORK PROJECT N HEET OF NoText NoText