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2001-7254 I (Plans) GENERAL NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS WORK TO BE DONE ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS THE STREET RIGHT -OF -WAY. FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY FOR SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). ENGINEER. A "R" VALUE TEST SHALL BE REQUIRED PRIOR TO ENCINITAS BLVD CURB, GUTTER AND SIDEWALK CONSTRUCTION. IMPROVEMENTS SDRSD No. SYMBOLS QUANT 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. PROPERTY LINE 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY 58 SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO EXISTING CONTOURS FL. CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING GENERAL NOTES CONTINUED PROPOSED FLOWLINE ELEVATION _ 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND PROPOSED TOP OF CURB TC_S4 7g FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH 22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. SPECIFICATION FOR THE PUBLIC WORKS CONSTRUCTION (LATEST CONSTRUCT CURB do GUTTER G -2 208 LF THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON EDITION). THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CONSTRUCT 4" THICK PCC SIDEWALK G -7 - 800 SF TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND FACILITIES SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) PROPOSED C AC URB REPLACEMENT & UTTER ALONG G -24 440 SF 6. LOCATION do ELEVATION OF IMPROVEMENTS TO BE MET BY WORK CONSTRUCT CONCRETE APRON G -17 = 333 SF TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR f ~� TO CONSTRUCTION OF NE WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 51' CONSTRUCT CONCRETE RAMP, TYPE A -1 G -28 2 EA REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 41' lo 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO - GAS do ELECTRIC > COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND a m DUANTITES NOTE: 3 N NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY. SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 5' 1.5' 20 Q THE ENGINEER IS NOT RESPONSIBLE FOR QUANTITIES USED BY VARIOUS SUBCONTRACTORS " O W IN ESTABLISHING THE SCOPE OF WORK TO BE PERFORMED TO COMPLETE THE CONSTRUCTION PROJECT BOUNDARY ARE UNDERGROUND ? Z z INSTALLATIONS ". FOR LOCATION OF = Z ON THESE PLANS. ELECTRICAL CABLES AND GAS PIPING AND w APPURTENANCES. 3 a TELEPHONE: 1- 800 - 422 -4133 (DIG ALERT.) NOTE: FOR PROPOSED GRADING ON THIS CURB do GUTTER PER J ELEVATION 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY LOT, SEE GRADING PLANS 7254 -G. SDRSD G -7ER SD G -2 TC ELEV. EXISTING v SHOWN ON PLANS LEGAL DESCRIPTION PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 2% MIN PER PROFILE A.C. ROAD PORTION OF LOT 28, RANCHO LAS ENCINITAS COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. SURFACE OF P.M. N0. 7474. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS �:. �.:. ;, �' _t' PROJECT BOUNDARY ARE "UNDERGROUND . / > - A.P.N. 259 - 190 -63 INSTALLATIONS. FOR LOCATION OF RETAINING WALL 1 ,` ` -;= !► CABLES AND APPURTENANCES CONTACT THE z PER 7254 -G `L' • • - _ OWNER /PERMITTEE EXISTING TELEPHONE: 1- 800 - 422 -4133 (DIG ALERT) o ASPHALT RANDY WASTAL / MARINO CONSTRUCTION DIKE __�. 4405 MANCHESTER AVE., SUITE 105 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT m '` j �" - .,�'"' ENCINITAS, CA 92024 THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED r, IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. TEL: (760) 436 -1454 L_ Lj NATIVE Ln 10. ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND Q SECTION BASE PREPARED BYE tV INSTALLATIONS FOR LOCATION OF CABLES AND APPURTENANCES ?� Lf) CONTACT: TELEPHONE 1- 800 - 422 -4133 (DIG ALERT) �� �� SAN DIEGUITO ENGINEERING, INC. L0 4407 MANCHESTER AVENUE, SUITE 105 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ENCINITAS, CA 92024 ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL OVERCUT AT LEAST 1' -0" TEL: (760) 753 -5525 M BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY OR WITHIN ON EXISTING AC PAVEMENT EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. CONCRETE SWALE TO FORM GUTTER LIP AND OWNER'S CERTIFICATE r� PER 7254 -G REPLACE PAVEMENT. 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE (MIN. 5" AC / 6" CL II BASE) I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST RELOCATED OUTSIDE THE AREAS TO BE PAVED. HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY 0) 13. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. V _ CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. 14. ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE SECTION A -A SIGNATURE DATE: G - 3 - 0 Z _ REFLECTIVE FACE OR EQUIVALENT. OWNER: /NDY WASTAL / MARINO CONSTRUCTION PROPOSED CURB, GUTTER AND SIDEWALK 15. CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE ADDRESS: 4405 MANCHESTER AVE., SUITE 105 A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 ENCINTAS BLVD ENCINITAS, CA 92024 W HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) NOT TO SCALE PHONE: TEL' (760) 436 -1454 16. ALL CUT AND FILL SLOPES OVER 3 FEET CREATED BY GRADING FOR IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE STREETS AND DRIVEWAYS SHALL BE HYDRO SEEDED WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. PLANS. 0 UNTIL GERMINATES AND IRRIGATED BY S E SHED `L000 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A Z �� REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR -' 17. ALL LUMINAIRES SHALL PROVIDE TRUE 90 DEGREES CUTOFF, AND ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING ALLOW NO ESCAPE OF LIGHT ABOVE HORIZONTAL. /tip O DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. Z 18. CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN SHALL NOT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER � ,�P ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 SIDEWALK, THOUGHT FACE OF CURB, TO GUTTER IN PUBLIC STREET. HUMMINGBIRD LANE tiQ' DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO LV 19. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR �- DECLARATION OF RESPONSIBLE CHARGE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL La BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE J� P ? COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK Z RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR P <v� I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. ASSOCIATED WITH THIS PROJE T OR UNDER MY CONTROL. 0 A LICENSED LAND SURVEYOR THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 20. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL SITE W CODE, AND THAT DEF THE DESIGN S CONS ST WITH NDA DSSIONS SIGNATUR E DATE: G 3 -d �"- W AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W ", - Q 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. OWNER: RANDY WASTAL / MARINO CONSTRUCTION 0 >- BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES W NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR ADDRESS: 4405 MANCHESTER AVE., SUITE 105 �... 21. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A Q N PROJECT DESIGN ENCINITAS, CA 92024 MANNER AND LOCATION APPROVED BY THE INSPECTOR. v ESSI C . �� �� L yU PHONE: TEL: (760) 436 -1454 0 Q SAN DIEGUITO ENGINEERING, INC. y !� ` UJI 4407 MANCHESTER AVENUE, SUITE 105 BARRY L. MUNSON RICE 40980 m s VICINITY MA ENCINITAS, CALIFORNIA 92024 PHONE: (760)753 -5525 p� � SAN DIEGUITO ENGINEERING, INC NOT - -SCALE DAT �_ 40 UP. � "AS BUILT" Z (THOMAS BRO. COORD. 1146 J -6) F of � � C Q 4407 MANCHESTER, SUITE 105 Undo round Service Alert ENCINITAS, CA 92024 PHONE: (760) 753 -5525 Call TOLL FREE BY: DATE •• 1 —d00 CIVL ENGINEERING* PLANNING 422 -41 RIC EXP: s LAND SURVEYRVG I L ^� ! . APPROVALS CITY O F ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESI KI � AS sL L - fs o. T.B.M. PLANS PREPARED UNDER THE SUPERVISION OF ECOMMENDED APPROV IMPROVEMENT PLANS FOR: " TOP CURB 0 EAST END COUNTY OF SAN DATE: s b6- CZ- �: BY: DIEGO PLAN CG -1266 ENCINITAS BLVD HORIZONTAL ENCINITAS BLVD. CURB AND GUTTER ' 1254` 1 I BASED UPON COUNTY OF SAN E D GO 4 71 R.C.E. N0. 40980 DATE: G/ 27/0 2 ��: TTzOZ AND SIDEWALK BM OC - 0039 VERTICAL BARRY L MUNSON EXP. 3 - 31 - 03 R.C.E. R.C.E. WORK PROJECT NO. PC 01 SHEET 1 OF ELEV =77.69 USC & GS 2 U:\lDATA\ENGINEERING\4508\ENCINITAS BLVD IMP 45081MPOl .dw 9 5 -2 -02 FILE N0. 4601 N 00 ____ _ _.._ _.- ... ... __._._.. _ _ . _ ._ _ .__ -.. _ . _ __ __ _ __ _ _ __ _ __ _ ..- .. -. . . ._ - - ----------- _- .._. .... 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EAST'LY CURB RETURN PROFILE - - - - - - -- .. - ... -- - -- - - - ... -- - - - -- - -- - - -. - - __ HORIZ.: 1"=5'; VERT.: 1"=l' HORIZ.. 1"=5'; VERT.: 1"=l' 161+00 162 +00 163 +00 164 +00 EXIST. FLOWLI N E U APPROXIMATE LOCATION OF APPROXIMATE LOCATION �I 0) EXISTING 30 w " WATERLINE OF EXISTING 36" PIPELINE �_.____ -- ` o N APPROXIMATE LOCATION OF o _ - -' + EXISTING 12 WATERLINE - \ .�� W co N - W V) M tK ( ° ENCINITAS °� a a BOULEVARD z 166 ul - _ - 162 163 N662 5 ' 30 ' ' W c �` 165 - R 200' ; a i \� 7 � N U °° EXIS G 8" '° cD v, i w \ cD SEWE AIN +I w L ri / \ ,�o�' ''; wok °o . ��; �.'� �,• v !� F- EXIST�i�G CURB, �� U ` 2' SAWCUT LINE ` v 4 ��� U 1 �! x EXISING ER URB, AND G OTTER Q > w 1 ►•- 6 ► g5 AND)GU GR _ — O H a se • to ao 4e EXISTING FO SEC -A. _ - - 100 _ J ` 3 \I - � CONSTRUCTION NOTES � - _- _ - -- � ,yw ��) SIDEWALK , _- -- - -- L= 13.66' E ETING �1 ADJUST EXISTING GATE VALVE _ IN 1 inch = 20 R= 8.00 TO NEW GRADE L= 16.59' CONSTRUCT 5' WI % a ` ✓ �x D= 9T51'29" Z P CONSTRUCT CURB AND GUTTER, TYPE 'G' R SIDEWALK 124 1. 00 4 D= 00'45'57" i SDRSD T , ' 6 '� S15*43 , 01 "W PER SDRSD No. G -2 r + � J J I r 1 0 > REM AC DIKE OVE E IST. L_ 15. R- 1 .50 e r 0.40 W � JJ - " � p�'Op' " Q REMOVE APPROXIMATELY, 26 LF OF EXISTING 1 W $1 CURB, GUTTER, AND EXISTING SIDEWALK. sE�s7o S15'43 ' 01 11� Gor Z 40 f EXISTING PRIVATE ROAD EASEMENT 0�N ® CONSTRUCT CONC APRON PER SDRSD NO. G -17 r • jj� ,j ?5 G' C , < 0.88 FOR ROAD AND PUBLIC UTILITY G 12-22-76 RELOCATE EXISTTNG CABLE VAULT. lip) PURPOSES Dd . REC © '��I � I J Ir .� . �,,, F/P N0. 76- 428390 I ..�I Yi 3 � © RELOCATE ROAD SIGN PER CITY REQUIREMENTS. W 1 CONSTRUCT CURB RAMP PER SDRSD No. G -28, TYPE A -1 r • r r / �. �' pfESS /p o \ 3 W L UU � o PAR W SAN DIE GUITO ENGINEERING, INC �, � x-13 110. 4= Z EW. -31-0 4407 MANCHESTER, SUITE 105 I ENCINITAS, CA 92 Q 1 024 Y � ',' P ✓�} �F CAI��O PHONE: (760) 753 -5525 « b CIVL ENGINEERING • PLANNING LAND SURVEYING REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED K APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. In AS viL`1S 4c) T.B.M. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR IMPROVEMENT PLANS FOR TOP CURB 0 EAST END COUNTY OF SAN DATE: 5'I -O'- BY: BY: DIEGO PLAN "CG -1266 ENCINITAS BLVD HORIZONTAL ENCINITAS BLVD. CURB AND GUTTER 7254 STA 166 +08 LT. 41' ELEV =84.71 R.C.E. NO. 40980 DATE: 4 /27102- DATE: o . � BASED UPON COUNTY OF SAN DIEGO AND SIDEWALK BM OC -0039 VERTICAL BARRY L MUNSON D(P• 3 -31 -03 R.C.E. R.C.E. WORK PROJECT NO. PC-01 -066 I SHEET 2 OF 2 EL.EV =77.69 USC do GS U:\lDATA\ENGINEERING\4508\ENCINrTAS BLVD IMP \45081MP02.DWG, 5 -2 -02 FILE NO. 4608