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2002-7604 I (Plans) CITY OF ENCINITAS IMPROVEMENT PLAN CHESTERFIELD DRIVE WIDENING WORK TO BE DONE SOILS ENK?INEER CER77MCATE R ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 1, SIMON I. SAIID, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY 30' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF 3/1/01 AND 3/31/01. ONE COMPLETE W 10' 8' 12' 12' WORK TO BE DONE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS zi I PARK LANE LANE SYMBOL DESCRIPTION STD DWG QUANTITY BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE IMPROVEMENT PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE IMPROVEMENT PLANS W 6.75' AC PVM T SEE PLANS EXISTING AND SPECIFICATIONS. REFERENCE GEOTECHNICAL REPORT TITLED "GEOTECHNICAL 4 AC VM SAWCUT, REMOVE do REPLACE AC PVMT. CITY STD 265 SF O INVESTIGATION FOR PROPOSED MIXED USE BUILDING; 125 CHESTERFIELD DRIVE; CARDIFF, FOR SA WCU T LOCA TIONS � 5 5' ^•2 " CALIFORNIA DATED JANUARY 31, 2002 BY GEOIEK INSl1E, INC, (PROJECT NO. 2071SD3) CppFE89, ro o. 1 MIN o q 6 CURB do GUTTER -TYPE G. G -2 37 LF �i s4 i a Fi 3I l 1 1' MIN SIGNED. 'Y 1- I L _ e3 m _ _ 7 SIDEWALK . G -7 700 SF No. 623 oe ex�.o�r3 m Q '., '^� - t e.. . SII110N I. SAIID DATE: * or 1 ,_. - X,h °•,1 1 6 _ _ DRIVE ENTRANCE. G -14A 207 SF RCE 62375 EXP 9130105 sr civi 3 TYPE A CURB OUTLET . . . . . . . . . D -25 1 EA Q � F OF CALIF ... . GEOTEK INSITE, INC. JOB. NO. 2071SD3 „ 5 SEWER LATERAL. . . . ti - - _ 1384 POINISETTIA AVENUE /e PL FO 6D UN6R / �_- _,� -` -^ --- -- - - - • •- •- F/FLA SAMW6 WAS P@RRH /MPrt'of/Fi�'fE�UTS �L'ACED 3 VISTA, CALIFORNIA 92083 7" ptRE<T1'oAJ eF AW40rJ*R 4iorsk,%de- 6N4udER. SEE PLANS FOR 2 PHONE 760 - 599 -0509 SIDEWALK LIMITS � N r NE aei�iNa� L xa T / aA/ S , 4 EMMEER OF WORK DECLARATION TYPICAL SECTION N CHESTERFIELD DRIVE I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE (LOOKING WEST N STA 0 +94.35 TO STA 1+29.98) EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS Q1 REMOVE EXISTING PCC CURB, GUTTER do SIDEWALK CONSISTENT WITH CURRENT STANDARDS. SCALE: O2 CONSTRUCT CURB do GUTTER PER SDRSD G -2, TYPE G HORIZONTAL 1" = 5' 1 UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE VERTICAL 1" - 1' CITY OF ENCINITAS IS CONFINED TO A RENEW ONLY AND DOES NOT RELIEVE ME, AS 03 CONSTRUCT SIDEWALK PER SDRSD G -7 (CONTIGUOUS) ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ® CONSTRUCT 5" ASPHALT CONCRETE (TYPE III B- AR4000) OVER 6" CL -2 AGGREGATE BASE MIN. (TI =6.0) GRIND EXISTING AC PAVEMENT (DEPTH - 1- 112 0 ), PLACE PROVIDE ADEQUATE 1RANS1710N BY y �� DATE. AC PAVEMENT OVERLAY CITY ENGINEER ACTION OF THE MICHAEL K. PASKO © 12" -WIDE PHILLIPS "PETROTAC" CRACK - CONTROL FABRIC SD *V WATER RCE 41022 EXP 313112007 (OR APPROVED EQUAL) CENTERED OVER SAWCUT 2525 PIO PICO DRIVE, SUITE 102, CARLSBAD, CA 92008 (760) 753 -1453 QI 1" WATER SERVICE (314" METER - LS) { P -2 f 1 EA Q7 SAWCUT EXISTING AC © 2'' WATER SERVICE (1 -112" METER - DOM) . j P -3 f 1 EA OF 4" WATER SERVICE (FIRE) . j P -7 f 1 EA r 30' - - - -� -- - -- REDUCED PRESSURE BACKFLOW PREVENTER j P -5A f 2 EA 4" DETECTOR CHECK VALVE ASSEMBLY. j P -7 f 1 EA FDC W/ FIRE DEPARTMENT CONNECTION ENQINEER OF WORK N07E� Z � � ,2.,' � , 7.9' PRIOR TO USING THESE PLANS FOR ANY CONTRACTURAL OR WORK PURPOSE, THE ENGINEER OF WORK -j SHALL BE CONTACTED IN WRITING FOR HIS CURRENT WORK AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY.• BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON, AFFECT THE WORK, AFFECT THE COST OF THE WORK. 2 I w � 2 A 2LANS IN DENOTES SAN DIEGUITO WATER DISTRICT (SDWD) STANDARD DRAWING REFERENCE OWNER'S STATEMENT _ i _ _ - _ - DET 1/2 DENOTES GRADING PLAN CONSTRUCTION DETAIL REFERENCE (DET No. /SHEET No.) c IT IS AGREED THAT FIELD COND177ONS MAY REQUIRE CHANGES TO THESE PLANS. I 3 NO QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR 1 FOR CONTRACT OR FINANCIAL PURPOSES. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE I SIDEWALK LIMITS PLAN S n MI a THE CITY SUCH CHANGES, ALTERATIONS OR TO THESE PLANS ARE NECESSARY AND DESIRABLE FOR ADD THE PROPER COMPLETION OFICIMPROVEMENTSGINEER DETERMINES 2 R° 1 FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN THE TYPICAL SECTION N CHESTERFIELD DRIVE 3�2 a EXISTING GRADE _T_�_ FILL SLOPES (2.1 MAXIMUM) EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO (LOOKING WEST STA 1 +29.98 TO STA 1 +98.48) CUT SLOPES (2:1 MAXIMUM) u PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND FINISH GRADE INDEPENDENT OF ANY OTHER WORK ASSOCIATED p "o � WITH THE PROJECT OR UNDER MY CONTROL. I 1QfR9�£6��ffA LACE EXISTING PCC CURB / CURB do GUTTER W/ EXISTING CONTOUR —2 PROPERTY LINE SCALE: ° I 2 REMOVE EXIS77NG PCC IDS W K �-� 1 °' HORIZONTAL 1" = 5' 7 I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED VERTICAL 1 " _ ,' FINISH GRADE CONTOUR — 4j- — CENTER LINE rn TO SUPERVISE ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 3 CONSTRUCT SIDEWALK PER SDRSD G -7 (CONTIGUOUS) i A ���� ��� C� BOU NDARY - - -\�\ - - -- DAYLIGHT LINE DR1 Z .. DIRECTION OF FLOW p SIGNATURE: BOU NDARY DATA SITE TOPOGRAPW SHEET INDEX OWNER: FORD MANCE CONSTRUCTION CO., ATTN: ROBERT MANCE THE PROPERTY BOUNDARY DATA SITE TOPOGRAPHY WAS PREPARED BY JON BLAKE, SHEET SHEET SHOWN HEREON IS RECORD PER L.S. 4368, ON 1 (PROJECT SITE) BY FIELD No. T ITLE No. T ITLE 111 G ADDRESS: P.O. BOX 910, ENCINITAS, CA 92024 RECORD OF SURVEY MAP 15549 SKETCH METHODS AND AMENDED BY DAN HOOPER, 1 TITLE SHEET 4 STREET IMPROV _ SHORING TELEPHONE: (760) 436 -8088 L.S. 7249 ON 4111102, 6111102 de 7112102 2 GENERAL NOTES 5 STREET IMPROV SHORING o ASSESSOR'S PARCEL NO. 261 - 041 -17 (OFFSITE AREAS) BY FIELD SURVEY METHODS 3 STREET IMPROVEMENT PLAN n REFERENCE DRA WINGS �p F E S S/ O m s • IMPROVEMENT PLANS: CG 2538, 1018R, TM 3918 -1 LEGAL DE AS BM T F42]2- Slert UTILITY PLANS: 3 -3 (CSD) ��\v\\ ��O K. '0 ti A PORTION OF LOTS 18 AND 19, BLOCK 20 OF AMENDED � �/ $,v��� Y� i �o o SUBDIVISION OF BLOCKS 19, 20 AND 32 - 112 OF CARDIFF, IN \ / /jy``L_�l� � 1� -- (n �6 - Q'g lFREE SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT `\ sl,' `� No. 41022 m THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF R.C.E. 41022 EXP. 3/31/2009 DATE CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1662 EXCEPTING \\\ THOS BROS. E�IRES x- 31 -2007 W "' ���� THEREFROM THE EASTERLY 10 FEET OF LOT 18, AND THE 11 PG 1167, D -3 * J , REVIEWED BY.• NORTHEASTERLY HALF OF NEWPORT AVENUE ADJOINING LOT 19, 33 c /v1" BLOCK 20, ON THE SOUTHWEST, VACATED BY CITY OF ( - p'2� qI5 o VICINITY MAP F OF CA1 � ENCINITAS RESOLUTION NO. 97 - 80. FOR A COMPLETE LEGAL DESCRIPTION, SEE TITLE REPORT ON FILE WITH THE CITY. INSPECTOR DATE U DIG BY SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED BY D DATE NO SCALE Z • REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF' ENCINITAS ENGINEERING DEPARTMENT DRAVYMIG NO. �3 DES'CRIP110N: 112" I.P. SET IN CONC. MON. MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO IMPROVEMENT PLAN FOR: 00 -227 DR '7C ,1 S7L FENCE POST LOCAMN: CARDIFF, APPROX. 29' W/0 HORIZONTAL: N/A / 604 — ) Cd CL SAN ELIJO AVE. E/0 R.R. TIE GUARD POST ON ` , �,� i ,' BY: /l l . /1/l __ BY. - CHESTERFIELD MIXED —USE BUILDING a PROLONGA110N OF S CURB UNE OF LIVERPOOL DR., VERTICAL: N/A q• / 0 ��` �� DATE: C Il e6 1 3 ° BASED LOCALLY ON HI PT OF CURB ON NEWPORT AVE. ° j ENGINEER OF WORK R.C.E. 41022 DATE: G 1 241 O � DATE: /6 /23 /O 123 dt 125 CHESTERFIELD DRIVE, CARDIFF EL. 78.19 B.M. ELEV. 54.154' DATUM: USC&GS BY. pq� MICHAEL K. PASKO EXP. 3/31/2007 T— APN 261- 041 -17 TITLE SHEET SHEET 1 OF S U C f o Jun 24, 2003 - 13110i55 00 -006 Mance \Dwgs \000061P1.DWG PLOT ® 1 " =5' 0 0 0 i n NoText NoText NoText NoText CITY OF ENCINITAS IMPROVEMENT PLAN CHESTERFIELD [DRIVE WIDENING WORK TO BE DONE SOILS ENGINEER CERTIFICATE ALL WORK SHALL BE DONE IN ACCORDANCE WiTH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 1, SIMON I. SAiID, A REGISTERED CIVIL ENGINEER iN THE STATE OF CALIFORNIA, PRINCIPALLY 30' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). SAMPLING AND STUDY OF THE SOiL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF 311101 AND 3/31/01. ONE COMPLETE W 10' 8' 12' 12' W ORK TO BE DONE COPY OF THE SOiLS REPORT COMPILED FROM THiS STUDY, WITH MY RECOMMENDATIONS, HAS J PARK LANE LANE SYMBOL DESCRIPTION STD DWG QUANTITY BEEN SUBMITTED O THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE IMPROVEMENT PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE � SOILS REPORT FOR THiS PROJECT HAVE BEEN INCORPORATED IN THE IMPROVEMENT PLANS SAWCUT EXISTING AND SPECIFICATIONS REFERENCE GEOTFCHNICAL REPORT TITLED "GEOTECHNICAL a 6.75 AC PVMT N SEE PLANS p FOR SAWCUT LOCATIONS I E/11L�'!� SAWCUT, REMOVE do REPLACE AC PVMT. .CITY STD 265 SF INVESTIGATION FOR PROPOSED MIXED USE BUILDING, 125 CHESTERFIELD DRIVE, CARDIFF, 5.5' -2' CALIFORNIA" DATED JANUARY 31, 2002 BY GEOTEK iNSITE, INC, (PROJECT NO. 2071S03) a 1 MIN 6" CURB & GUTTER - TYPE G. . . . . .G -2 37 LF ,e �pF FSg; \ �QN I. 3 q q< F2 J 3 � 1 1' MIN 0 SIDEWALK . . . . . . . . . . . . .G- 7 700 SF SIGNED: • ��� w No.6'L375 m I 4 � - - - r�� _ Exp.09,130 /05 _ } — XTiJ '1 6 SIMON I. SAIID DATE: � _ _ _ _ _ _ � � � � � DRIVE ENTRANCE. .G -14A 207 SF 0 RCE 62375 EXP 9/3 %5 s T4T cw0� a .N 3 • - - + _ TYPE A CURB OUTLET . . D -25 1 EA FOf: C�Lp GEOTEK INSI TE, INC. JOB. NO. 2071 SO3 id 5 1384 POlNTSETTIA AVENUE �t S SEWER LATERAL . .S -14 1 EA FIELD ecroo M6D L/Nt26R O SEWER CLEANOUT. . . . . . . . . . S -3 1 EA VISTA, CALIFORNIA 92083 N WAS P6RfOR SEE PLANS FOR 2 PHONE 760 - 599 -0509 THE DlRE<TION ANaTNE 46o TF Fc I ZNI. 6Nti/NER SIDEWALK LIMITS 4 SNEER OF WORK DECLARATION TYPICAL SECTION N CHESTERFIELD DRIVE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE (LOOKING WEST ^, STA 0 +94.35 TO STA 1+29.98) EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS Q1 REMOVE EXISTING PCC CURB, GUTTER & SIDEWALK SCALE: CONSISTENT WITH CURRENT STANDARDS. 02 CONSTRUCT CURB &GUTTER PER SDRSD G -2, TYPE G HORIZONTAL 1" = 5' 1 UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE VERTICAL 1" = 1' CiTY OF ENCINITAS 1S CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS 03 CONSTRUCT SIDEWALK PER SDRSD G -7 (CONTIGUOUS) ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ® CONSTRUCT 5" ASPHALT CONCRETE (TYPE Ill B- AR4000) OVER 6" CL -2 AGGREGATE BASE MIN. (Ti =6.0) BY ` �;�� / /� / GRIND EXISTING AC PAVEMENT (DEPTH = 1- 112 "), PLACE O PROWDE THE SATISFAC ON OF DATE. AC PAVEMENT OVERLAY CITY ENGINEER SD *V WATER MICHAEL K. PASKO ©12 "- WIDE PHILLIPS "PETROTAC" CRACK - CONTROL FABRIC RCE 41022 EXP 313112007 ' A A (OR APPROVED EQUAL) CENTERED OVER SAWCUT 1 " WATER SERVICE (3/4" METER LS) P -2 1 EA 2525 PIO PICO DRIVE, SUITE 102, CARLSB D, C 92008 ( 760 ) 753 -1453 I r . f 07 SAWCUT EXISTING AC 2" WATER SERVICE (1 -112" METER - DOM) . j P - j 1 EA R F 4" WATER SERVICE (FIRE) P -7 1 EA 30' -- - -- - -- REDUCED PRESSURE BACKFLOW PREVENTER P -3A 2 EA DCV EACMEER /�� a�/ � --- - ��FDC W/ FIRE DEPARTMENT VALVE . f P -7 � 1 EA Vr WOrll� NOTES W N 12.1' 17.9' J PRIOR O USING THESE PLANS FOR ANY CONTRACTURAL OR WORK PURPOSE, THE ENGINEER OF WORK SHALL BE CONTACTED iN WRITING FOR HiS CURRENT WORK 'AND SAFETY REQUIREMENTS AND GENERAL J WORK NOTES WHICH MAY BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON, AFFECT THE WORK, W 2 AFFECT THE COST OF THE WORK. Cq a� � o � 2 5.5 � 3 MIN 1 O I _ DENOTES SAN DIEGUIO WATER DISTRICT (SOWD) STANDARD DRA WING E OVI/NER'S ST ATEIIiIENT ' • ' - DET 112 DENOTES GRADING PLAN CONSTRUCTION DETAIL REFERENCE (DET NO./SHEET No.) ' � o IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. 3 NQTF-- QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR SEE PLANS FOR CONTRACT OR FINANCIAL PURPOSES IT iS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SIDEWALK LIMITS SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF IMPROVEMENTS 2 TYPICAL SECTION CHESTERFIELD N DRIVE 3a2 EXISTING GRADE FILL SLOPES (2:1 MAX►MtIM) FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS YWTHIN THE .5 _T_T_T__ EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO (LOOKING WEST ^� STA 1 +29.98 TO STA 1 +98.48) FINISH GRADE - - - - CUT SLOPES (2 a PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTiL COMPLETED, IRRESPECTIVE AND .1 MAXIMUM) INDEPENDENT OF ANY OTHER WORK ASSOCIA TED r. .2 WITH THE PROJECT OR UNDER MY CONTROL 1Q PROTECT IN PLACE EXISTING PCC CURB / CURB & GUTTER SCALE: - "�L_ EXISTING CONTOUR PROPERTY LfNE 2 ' � H 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED REMOVE EXISTING PCC SIDEWALK HORIZONTAL 1" VERTICAL 1" = 1 5' FINISH GRADE CONTOUR CENTER LINE TO SUPERVISE ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE O3 CONSTRUCT SIDEWALK PER SDRSD G -7 (CONTIGUOUS) DAYLIGHT LINE DIRECTION OF FLOW v SIGNATURE: /1:7- BOUNDARY DATA SITE T OPOOFMPW SHEET INDEX R O BE RT MANCE Y N BLAKE SHEET SHEET OWNER: FORD MANCE CONSTRUCTION CO., ATTN. O8E THE PROPERTY BOUNDARY DATA SITE TOPOGRAPHY WAS PREPARED B JO SHOWN HEREON IS RECORD PER L.S. 4368 ON 1115198 (PROJECT SITE) BY FIELD No. T ITLE No. T ITLE 0 ADDRESS: P.O. BOX 910, ENCINI CA 92024 RECORD OF SURVEY MAP 15549 SKETCH METHODS AND AMENDED BY DAN HOOPER, 1 TITLE SHEET 4 STREET iMPROV - SHORING 1 11 TELEPHONE: (760) 436 -8088 L.S. 7249 ON 4/11/02, 6111102 & 7112102 2 GENERAL NOTES 5 STREET IMPROV - SHORING 1 (OFFSITE AREAS) BY FIELD SURVEY METHODS 3 STREET IMPROVEMENT PLAN \���, �`�' -► �� o ASSESSOR'S PARCEL NO. 261 - 041 -17 REFERENCE DRA WINGS O -o �� p . EGAL DE`sC.iP770N " AS BUILT " Under round Service Alert IMPROVEMENT PLAN 3 CSD 2538, 1018R, TIN 3918 -1 2 'Q�� �� �0 Q � ESS/ �L K. AN41 U C Ln L 9 UTILITY PLANS: 3 ( ) c� \\ �� G � -lA% �i A PORTION OF LOTS 18 AND 19, BLOCK 20 OF AMENDED N SUBDIVISION OF BLOCKS 19, 20 AND 32 -112 OF CARDIFF, IN ° Call: TOLL FREE SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT �, �, Na 41022 A THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF R.C.E. 41022 EXP. 3/31/2007 DATE \� CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1662 EXCEPTING ���� <' THOS EROS d DtRRES 3-31 -2007 +� 1 -800 THEREFROM THE EASTERLY 10 FEET OF LOT 18, AND THE �\�� PG 1167, D -3 �`J, '� • G 0 REVIEWED BY: NORTHEASTERLY HALF OF NEWPORT AVENUE ADJOINING LOT 19, 422 -4133 '° r'l� CfvIL p��` o BLOCK 20, ( p �_ �1�5 03 VICINITY MAP of CA1.�l O ON THE SOUTHWEST, VACATED BY CITY OF ENCINITAS RESOLUTION NO. 97 -80. FOR A COMPLETE LEGAL DESCRIPTION, SEE TITLE REPORT ON FILE WITH THE CITY. INSPECTOR DATE TWO WORKING DAYS BEFORE YOU DIG BY DATE _ w WI SIGNA EXPIRES 2 YEARS FROM DATE SIGNED BY DATE NO SCALE 0 z a1 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. QA3 �1 DESCRIPTION: 112" I.P. SET IN CONC. MON. MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO IMPROVEMENT PLAN FOR. OF — 00 -227 DR S TL FENCE POST LOCAWN. CARDIFF, APPROX. 29 W10 HORIZONTAL: N/A 7604 -1 a �, BY: nn , n � � 8Y - CHESTERFIELD MIXED USE BUILDING V • /V`�G� N CL SAN EUJO AVE. E/0 R.R. 1!E gJARO POST ON VERTICAL: N IA ti p,q TF; `j O��e 3 3 PROLONGATION S CURB UNE OF LIVERPOOL DR., / i q �D D BASED LOCALLY ON Ht PT OF CURB ON NEWPORT AVE °'~~ j ENGINEER OF WORK R.C.E. 41022 DATE: C( j 241 O DATE: /— �� 3 123 dt 125 CHESTERFIELD DRIVE, CARDIFF o Lj EL 78.19 B.M. ELEV. 54.154' DATUM: USC&GS BY DATE MICHAEL K. PASKO EXP. 313112007 APN 261 - 041 -17 TITLE SHEET SHEET 1 OF 5 � C> Jun 24, 2003 - 13 :10155 00 -006 Mance \Dwgs \000061P1.DWG PLOT ® 1"=5' 0 0 0 i GENERAL IMPROVEMENT NOTES GRADING NOTES GRADING NOTES (CONTINUED) SAN DIEGUITO WATER DISTRICT NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING DEPARTMENT FOR A. GENERAL (CONTINUED) D. EROSION CONTROL 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO ANY WORK WITHIN THE STREET RIGHT -OF -WAY, 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK W 41CH 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT MANCE AT ( 760 ) 436 -8088. THE STANDARD SPECIFICATIONS OF THE SAN DIEGUiTO WATER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS iS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED DATE OF ACCEPTANCE STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TiMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 2. UNLESS OTHERWISE NOTED ALL, CONNECTIONS TO EXISTING MAINS WILL BE MADE BY 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUiTO WATER DISTRICT, AFTER OF ANY CONSTRUCTION OUTSIDE THE PROTECT BOUNDARY. INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE DEVICES WHEN RAIN IS IMMINENT. PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA VONS. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MiLE OF A STRUCTURE OF THE ENGINEERING INSPECTOR. OF PIPE PROFILE IS 43 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. CROSS - GUTTER AND PAVING. FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR 9• NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADJNG MEETING HAS BEEN 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE HELD ONS11E WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR; CIVIL ENGINEER; EACH RESIDENTIAL LOT. PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO SOILS ENGINEER; GRADING CONTRACTOR AND PERMITTEE. THE PREGRADING MEETING SHALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF BE SCHEDULED WiTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING OPERATION OR UNFORESEEN 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF RECORD OR NOT SHOWN ON THESE PLANS. 633 -2770. CIRCUMSTANCES WHICH MAY ARiSE. SAFETY FOR ALL TRENCH WORK. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL 10. PRIOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS Z INSTALL FIRE HYDRANTS 2 FEET FROM BACK OF CURB IF NO SIDEWALK EXISTS, OR 7 BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER HAZARDOUS CONDITION. FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF SHALL COMPLY WiTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. WITH REGARDS TO THE HAULING OPERATION. BE INCORPORATED HEREON. 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS Z THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE COMPANY REPRESENTATIVES. CER7iFlCAT70N SHALL BE PROVIDED STATING: " THE GRADING UNDER PERMIT NO, 7604 -G OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE NOTI ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE UNDERGROUND HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE MTH THE APPROVED GRADING PLAN INSTALLED W EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS- O E A SS EMENTS, THE RESULTS APPROVED BY THE CITY OF ENCINITAS BEFORE INSTALLATIONS. FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT SHALL BE 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF OR PRIVATE E THE APPURTENANCES CONTACT THE SAN DIEGO GAS do ELECTRIC COMPANY. FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SAID EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY WATER LINES ARE ACCEPTED, AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT TELEPHONE (800) 422 -4133 GRADING OPERATION. PERCENT (40X). SiLT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH OFFICE. RAINFALL. 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING - 11. PRiOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE CONTRACTORS TO OBTAIN AND RENEW CURRENT SAN DIEGUITO WATER DISTRICT'S REPRESENTATIVES. B. NOTIFICATIONS OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE SPECIFICATIONS. NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE UNDERGROUND STABILIZED WITH PUNCHED STRAW INSTALLED iN ACCORDANCE WITH SECTION 35.023 OF THE INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES AND STRUCTURES EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS IN TELEPHONE COMPANY. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE OF CONSERVATION. ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. TELEPHONE : (800) 422 -4133 BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 13. FILL AREAS MUST BE COMPACTED TO 90% RELATIVE COMPACTION PRIOR TO PIPE 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS INSTALLATION. AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES RELOCATIONS, IF NEEDED. OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTiL111ES 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A AND NOTIFICATION OF COMMENCEMENT OF WORK: REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS. FOR - NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF LOCA77ON OF CABLES AND APPURTENANCES CONTACT DANIELS CABLEVISION: A. SEWERS - ENCINITAS SANITARY DISTRICT - (760) 633 -2770 THIS PROJECT. TELELPHONE: (800) 422 -4133 B. GAS do ELECTRIC - SAN DIEGO GAS do ELECTRIC CO. - (800) 422 -4133 N DiG ALERT STANDARD ABBREVIATIONS 15. ALL EXIS FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E. LINE CROSSINGS, LINE 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SMALL BE SHOWN ON THE PARALLELING, OR PROPOSED CONNECT70N SHALL BE FIELD VERIFIED. ALL EXISTING OR WITHIN THE C. WATER - SAN DIEGUITO WATER DISTRICT - 619 633 -2709 AC ASPHALT CONCRETE MOD MODIFIED PROPOSED UTILITY CROSSINGS W11 T FEET N PROPOSED WATER MAINS SHALL B E "AS- BUILT IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED M ( ) SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS DEDICATED RIGHT OF WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. ACD ASPHALT CONCRETE DIKE NG NATURAL GROUND UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. D. TELEPHONE - PACIFIC BELL - (800) 489 -3441. AP ANGLE POINT OG ORIGINAL GROUND 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE ASSY ASSEMBLY PCR POINT OF COMPOUND CURVATURE 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED AREAS TO BE PAVED. E CABLE T. V. - 1 - 800 - 422 - 4133 DIG ALERT 1- 800 - 422 -4133 BC BEGIN CURVE PH PHASE BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES ARE TO 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY BEG BEGINNING PL PROPERTY LINE BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER OFFICIALS SIGNATURE HEREON DOES NOT CONST7TUTE APPROVAL OR RESPONSIBILITY OF 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BF BACKFLOW PREVENTER PRC POINT OF REVERSE CURVATURE DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ANY KIND FOR THE DESIGN OR CONSTRUCT70N OF THESE PRIVATE IMPROVEMENTS. ARE RESPONSIBILITY OF OWNER. BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. BO BLOW OFF PT POINT 14. ALL LUMINARIES SHALL PROVIDE TRUE 90' CUTOFF AND SHALL NOT ALLOW THE ESCAPE BOT BOTTOM PW POINT OF VERTICAL INTERSECTION 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE BVC BEGIN VERTICAL CURVE PVMT PAVEMENT AND SAN DIEGO GAS AND ELECTRIC VAULTS. OF LIGHT ABOVE THE HORIZONTAL. (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT C&G CURB do GUTTER PVT PRIVATE 15. THE CONTRACTOR SHALL REQUEST FROM THE CITY OF ENGINEER'S OFFICE A TO REJECTION AND REMOVAL. CAN CABLE TV R&R REMOVE & RECOMPACT / REPLACE 18. UTILITIES TO MAINTAIN A MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR CAV COMBINA710N AIR VALVE RD ROAD SERVICES. SUCH A MEETING. PHONE: (760) 633 -2770. CB CATCH BASIN REC'D RECORDED 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH C. GRADING CHNL CHANNEL REV REVISION FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY cq a , CQ IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CL CENIERLlNE RG ROUGH GRADE THEIR PROJECT. 1 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. UNDER THEIR DIRECTION. THEY SHALL INSPECT AND LEST THE EXCAVATION, PLACEMENT CLR CLEAR RP RADIUS POINT cm 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. THEY SHALL CO CLEAN OUT RT RIGHT REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN °D 17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL CONC CONCRETE RWD REDWOOD DIEGO COUNTY WASTE DIVISION SERVICE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY, 2 INCHES HiGH INTO THE MATERIAL. UPON COMPLETION OF GRADING OPERATIONS THEY SHALL STATE THAT THE DBL DOUBLE SD STORM DRAIN FACE OF CURB. OBSERVATIONS AND TESTS WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WiTH HIGH a DD DOWN DRAIN SEG SEGMENT IN THEIR OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN DEFLECTION COUPLINGS AND INTEGRAL BELL END PiPE FOR CURVED ALIGNMENTS IN BOTH 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND DET DETAIL SHT SHEET HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PiPE BETWEEN COUPLINGS SAW � w LOCATION APPROVED BY THE INSPECTOR. EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. DG DISINTEGRATED GRANITE SP SAMPLE POINT CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL ENDS FOR USE WiTH DEFLECTION fto DL DAYLIGHT SS SANITARY SEWER COUPLINGS. USE 9.5 -FOOT PLAIN END PiPE LENGTHS WITH DEFLECTION COUPLINGS FOR 19. ALL WORK DONE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE DOC DOCUMENT ST STREET ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE DWG DRAWING STA STATION DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN a PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE EGL ENERGY GRADE LINE STL STEEL INTEGRAL BELL END PIPE- LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD REGIONAL STANDARD DRAWINGS (LATEST EDITION). UNTiL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN EL ELEVATION SW SIDEWALK AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII INSTALLED. ELECT ELECTRIC TC TOP OF CURB BETWEEN 560 FEET TO 1,150 FEET. PiPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE a EP EDGE OF PAVEMENT THK THICK USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S REPRESENTATIVE q GRADING NOTES 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE ESMT EASEMENT TOG TOP OF GRATE o a PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND CURVE TRANS TRANSITION A. GENERAL OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE EVC ENO VERTICAL CU H UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE EX EXIS77NG U/G UNDERGROUND 1. ALL WORK SHALL BE DONE iN ACCORDANCE WITH THESE PLANS, THE STANDARD REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED FES FLARED END SECTION V VELOCITY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE FG FINISH GRADE VAP VERTICAL ANGLE POINT OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN FH FIRE HYDRANT VC VER77CAL CURVE ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER STRICT ACCORDANCE WITH SPECIFICATIONS. FL FLOWLINE W/ WITH a PRIOR TO ANY REQUEST FOR INSPECTION. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE fPs FEET /SECOND w- WATER LINE w 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION FOR PROPOSED MIXED USE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND FS FINISH SURFACE WM MATER METER U BUILDING, 125 CHESTERFIELD DRIVE; CARDIFF, CALIFORNIA" PREPARED BY GEOTFK iNSI TE, EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER GB GRADE BREAK WS MA TER SERVICE INC., DATED JANUARY 31, 2002 AND UPDATED PER LETTER DATED MARCH 5, 2003 OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER HAP HORIZONTAL ANGLE POINT (PROJECT NO. 2071SD3), SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO HGL HYDRAULIC GRADE LINE GRADING SHALL BE DONE IN ACCORDANCE WMTH THE RECOMMENDATIONS AND BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL HP HIGH POINT JOB SPECIFIC ABBREMA77ONS SPECIFICATIONS CONTAINED IN SAiD REPORT. SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. IE INVERT ELEVATION SDWD SAN DiEGUITO WATER DISTRICT 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, JT JOINT SDRSD SAN DIEGO REGIONAL STANDARD DRAWINGS TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN PUBLIC STREET RIGHT -OF- PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE L LENGTH Q�pF E S . U WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE LAT LATERAL ��`��•�E` K ' ' CONJUNCTION WITH IMPROVEMENT PLANS. FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED LL LAYING LENGTH FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH y �o 0 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. MATERIAL. LP LOW POINT _ LT LEFT �, No. 41022 m � .��. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT MAX MAXIMUM * EXPIRES 3-31 -2007 Cd ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED MH MANHOLE I' CI y W ` ��r UO c SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR TO GRADING. MIN MINIMUM MJ MECHANICAL JOINT F OF CAW. \ s REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. � DESCRIPRON: 112" I.P. SET iN CONC. MON. MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVEQ IMPROVEMENT PLAN FOR: 00 -227 DR S M FENCE POST LOCAAON. CARDIFF, APPROX. 29' W10 HORIZONTAL: N/A By; M. /(A BY: CHESTERFIELD MIXED -USE BUILDING 7fiO4 -1 `� a CL SAN ELIJO A VE E10 R.R. TIE GUARD POST ON 00 PROLONGATION OF S CURB LINE OF LIVERPOOL DR., VERTICAL: N/A DATE: `/ 3 2 123 & 125 CHESTERFIELD DRIVE, CARDIFF � BASED LOCALLY ON Hl PT OF CURB ON NEWPORT AVE ENGINEER OF W RK R.C.E. 41022 DATE: ` t / 4! 0 3 DATE: io /2.3 D� O L I d � EL 78.19 B.M. ELEV. 54.154 DATUM USC&GS NoText NoText NoText