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2000-6470 I (Plans) CITY OF ENCINITAS IMPROVEMENT PLAN ENCINITAS BOULEVARD WIDENING R _ _ WORK TO BE DONE SOILS ENGINEER CERTIFICATE 65' ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC NbRKS PER DOC ULTIMATE R O - W LINE CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 1, STEVEN NORRIS, A REGISTERED CURL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY 2000- 14' 51' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC7ION (ADOPTED BY THE SAN DIEGO REGIONAL DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A RECD nn 1nn 100 DEDICATION PREVIOUS R -O -W LINE SL � 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 11/1/99 AND 11131199. ONE 2 41' 49' WORK TO BE DONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY i SYMBOL DESCRIPTION STD DWG QUAN77TY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 10' 5' 12' 12' 12' 3 1 HAVE REVIEWED THESE IMPROVEMENT PLANS AND CER77FY THAT THE BIKE LANE ~ LANE F LANE I FURTHERMORE, � RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN W INCORPORATED IN THE IMPROVEMENT PLANS AND SPECIFICATIONS 130 T4' -3» y 3 e _ _ _ 130 — 5" AC 16" AGGREGATE BASE (MIN) . . . . . — 2,370 SF CL 1 80 0 I ! (SEE TYPICAL SECTION NOTE 5) SIGNED: 3 5.5 CL EIS77NG AC fVMT U SA w�c UT, REMOVE & REPLACE AC PVMT . .CITY STD 1,500 SF STEVEN NORRIS DATE. 11 -12 SEE PLAN FOR SA Wcut 4 LLZ S S� AC PVMT TRENCH REPAIR. .CITY STD 84 LF RCE 47672 EXP 1213112003 128 - LINE . LOCA770M ,128 ct 3 EXISTING MEDIAN �`� I CURB & GUTTER - TYPE G. G -2 148 LF 1 1 MIN 1 I # SIDEWALK . . . . . . . . . . . . G -7 810 SF l E 6 7 # { j 126 _ _ , .. .._ _.. ... _ _,. _ _¢ t_. _ 126 DRIVE ENTRANCE. . . . . . . . . . G -14 299 SF EXISTING a S p GRADE _ 18 18" RCP STORM DRAIN . . . . . . . . . D -60 208 LF 1 VARIES _ p 24 24" RCP STORM DRAIN . . . . . . . . . D -60 9 LF M1 { NOTE !TYPICAL ?TONS AT , 124 y._... 20+00 # AND 23+x00 ON CITY 124 TYPE C -1 INLET (L -12 ) . . . . . . . . 0 -3 1 EA ENGINEER OF WORK DECLARATION = 4 5 1 " _ _ _ f _ DRA w�N I 0011 -S1 ARE F ' AS BLJVLT ' MISLABELED "CL" ON - - — A -4 CLEAN . . D -9 2 EA I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE i 8 STATIONING LINE (SL ABOVE) - — EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION E _ € WHICH IS UNLABELED IN ALL _ TYPE B INLET L -5' . . . . . . . . . D -2 1 EA 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN 1S i I PLAN VIEWS OF DWG 0011 -S1 # _ CONSISTENT WTH CURRENT STANDARDS R.C.E. 41022 EXP. 313112003 DATE 122 _.._. _ _ ... _ L ... _ . _ _ .__ . _ .122 6 . . . . . . . I � � � � " TYPE A AC DIKE. . G -5 20 LF I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE REVIEWED BY: { » - OF SIGN - "NO PARKING". . . . . . . .rR -26] 2 EA CITY OF ENCINITAS IS CONFINED TO A RENEW ONLY AND DOES NOT RELIEVE ME, AS = i 8 C900 WATERLINE ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. � � � I # SIGN _ STOP » . . . . . . . . . . [R -1] 1 EA INSPECTOR DATE 120 .....,._ -60 -40 -20 0 20 S SEWER LATERAL . . . . . . . . . . S -14 1 EA BY DATE; TYPICAL SECTION ^' ENCINITAS BOULEVARD MICHAEL K. PASKO MR RCE 41022 EXP 313112003 Q REMOVE EXIS77NG AC DIKE SHOWN AT STA 22 +00 WA 135 LIVERPOOL DRIVE SUITE D. CARDIFF, CA 92007 (760) 753 -1453 SCALE. 8" PVC WATER 2O CONSTRUCT CURB & GUTTER PER SDRSD G -2, TYPE G 8" PVC WATER MAIN /CL 150 . . . . . . . - 184 LF HORIZONTAL I" - 10' Q CONSTRUCT SIDEWALK PER SDRSD G -7 (CONTIGUOUS) VERTICAL 1" - 2' END CAP ASSEMBLY . . . . . . . . . - 1 EA 4O CONSTRUCT 5" ASPHALT CONCRETE (TYPE III B- AR4000)- 1" WATER SERVICE (314" METER). P -2 I 1 EA _ OVER 6" CRUSHED AGGREGATE BASE 5 GRIND EXISTING AC PAVEMENT TO A DEPTH OF 1 -1/2" THEN PROVIDE ADEQUATE TRANSITION 2" WATER SERVICE (1 -112' METER) . . I P -3 I 1 EA O TO THE SA OF THE BO EAUINEER OF WORK NOTE CONSTRUCT VARIABLE DEPTH AC PAVEMENT OVERLAY. CITY ENGINEER 2" BLOW -OFF ASSEMBLY . . . . . . . € P -4 � t EA © 2:1 SLOPE MAX - SLOPE MAY VARY ALONG R -O -W BF_____ —� REDUCED PRESSURE BACKFLOW PREVENTER f P -5A 1 EA PRIOR TO USING THESE PLANS FOR ANY CONTRACTURAL OR WORK PURPOSE, THE ENGINEER OF WORK 7 SAWCUT EXISTING AC DCV SHALL BE CONTACTED IN WRITING FOR HIS CURRENT WORK AND SAFETY REQUIREMENTS AND GENERAL O 4" DETECTOR CHECK VALVE ASSEMBLY. —��C- . f P -7 � 1 EA WC3RK NOTES WHICH MAY- BE MORE RESTRICTIVE THAN THOSE SHOWN HEREON, AFFECT THE WORK; W/ FIRE DEPARTMENT CONNECTION AFFECT THE COST OF THE WORK. 8O TRENCH AND INSTALL 8 " WATERLINE PER SDWD STANDARDS MAR 1 MANUAL AIR RELEASE ASSEMBLY. P -10 1 EA { DENOTES SAN DIEGUITO WATER DISTRICT (SDWD) STANDARD DRAWING REFERENCE ` � O WNER ' S DENOTES STANDARD TRAFFIC SIGN DESIGNATION STATEMENT DET 112 DENOTES GRADING PLAN CONSTRUC77ON DETAIL REFERENCE (DET No./SHEET No.) U IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS - NO QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR CONTRACT OR FINANCIAL PURPOSES. IT FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE N A 1 =50' SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES KEY MAP SC LE. w ^ ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF IMPROVEMENTS SHEET INDEX 34 2.2 WI - - - - SLOPES ( 2 :1 MAXIMUM I FURTHER AGREE TO COMMENCE WIORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN THE Underground Service Alert SHEET P RE EXISTING GRADE ° r 34 p. 5 T T _ _T FILL ) EXISTING CITY RIGHT -OF -WAY THIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WO N EV��NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND o Call: TOLL FREE N 1 • 1171E SHEET _ FINISH GRADE _'_Y_�_ CUT SLOPES (2:1 MAXIMUM) INDEPENDENT OF O 2 GENERAL NOTES � _� -� � - ._ u WITH THE PROJECT OR UNDER MY CONTROL EXISTING CONTOUR PROPERTY LINE 1 800 3 STREET IMPROVEMENT PLAN —+�— I-, I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED 4 PUBLIC STORM DRAIN PLAN Q 1 FINISH GRADE CONTOUR 4j— CENTER LINE TO SUPERVISE ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE 422 -4133 5 DETAILS TWO WORKING DAYS BEFORE YOU DIG _ DAYLIGHT LINE •• -- DIRECTION OF FLOW SIGNATURE. �" OWNER HU ELLIOTT AND ANN REARDON ELLIOTT ENCINITAS BLVD. ADDRESS 285 NORTH EL CAMINO REAL 105 ENCINITAS, CA r r �.« Q TELEPHONE (760) 632 -1072 t 8 ASSESSOR'S PARCEL NO. 2 SHEET 3 � ------- 2 p� VS O ESS/0 V U o EL K• ,o ' / 0 L 0 LOCAL ARK NO A PORTION OF THE WEST HALF OF THE EAST HALF OF LO L �WCHMARK F COINTRACTOR'S CONVENIENCE SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT ENCINITAS ; ? ° C) rA C , Na 41022 rn THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER TOP OF CURB OF EXISTING STORM DRAIN INLET LOCATED W ^T Cd OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, O�iRES ��- ON EAST SIDE OF RAISED CONCRETE MEDIAN OF ♦c � [, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN ENCINITAS BOULEVARD, SOUTH OF INTERSECTION OF CI VII. DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED QUAIL ROAD AND ENCINITAS BOULEVARD, STA 20 +80. VA �k �/ /O 34 Oo � STA TES GOVERNMENT SURVEY APPROVED APRIL 19, 1881. TOP OF CURB ELEVATION - 125.52 I I OO VICINMY MAP OF O p'l \F V1 S FOR COMPLETE METES AND BOUNDS SEE TITLE REPORT BY: DATE BY: DATE NO SCALE ON FILE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT TEN MP TEN MP APPROVALS CITY OF ENCI NITAS ENGINEERING DEPARTMENT DRAWING NO. 3 S AM SAN DIEGO WELL MON STA 1 +95.39 PLANS PREPARED UND R SUPERVISION OF RECOMMENDED APPR VED STREET IMPROVEMENT PLANS / STORM DRAIN PLANS FOR: APN 258- 111 -15 DESCRIPTION: BRASS CAP IN WELL MON HORIZONTAL: N/A / , /� 6470 STAMPED "1968 LOCATION: INT SAXONY ,� L— DATE: ����� BY: /V I . BY: NORTH COUNTY VETERINARY CLINIC RD do ENCINITAS BLVD ON OLD CL OF RS VERTICAL: N/ A T Z 4 41 4 EN CINITAS BOULEVARD — 99 -270 MIN/bR/V /CDP 0 458 -66 ENGINEER OF WORK R. C. E 41022 DATE: t I /Z 7/ 0 0 D ATE. L a" BY: D TE MICHAEL K. PASKO EXP. 313112003 TITLE SHEET SHEET 1 OF 5 G ELEVATION: 107.668 MSL NAD 88 U Oct 27, 2000 - 11 =30 =28 \99 -106 Elliott \Dwgs \99106lP1.DWG PLOT O 1 " =10' NoText NoText NoText NoText