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2013-11536 I (Plans)UtIVtKAt Nu I tZ!) OWNER CERTIFICATE -1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS IT IS AGREE THAT FIELD CONDITIONS MAY REQUIRE CHANGES ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. TO THESE PLANS. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS P IT PUBLIC ROAD ST IS FURTHER AGREE STANDARDS. R VALUE D THAT THE OWNER E TEST SHALL (DEVELOPER) SHALL SHALL BE REQUIRED PRIOR TO CONSTRUCTION. HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE PROJECT BOUNDARY. FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 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. I FURTHER AGREE TO COMMENCE WORK ON ANY 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH RIGHT OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO ON VERY NORMAL WORKING DAY UNTIL COMPLETED, TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK FACILITIES SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. 6. LOCATION & 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 SIGNATURE: 10 4% 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE EXISTING AC 127 RELOCATED OUTSIDE THE AREAS TO BE PAVED. ]3. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE DRIVEWAY APPROACH CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. SECTION A -A 14. ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE NTS REFLECTIVE FACE OR EQUIVALENT. 15. CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) 16. ALL CUT AND FILL SLOPES OVER 3 FEET CREATED BY GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDRO SEEDED WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. HYDRO SEEDED SLOPED SHALL BE IRRIGATED BY WATER TRUCK UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. 17. ALL LUMINAIRES SHALL PROVIDE TRUE 90 DEGREES CUTOFF, AND - ALLOW NO ESCAPE OF LIGHT ABOVE HORIZONTAL. 18. CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. 19. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR 20. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. 21. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A VICINITY MAP MANNER AND LOCATION APPROVED BY THE INSPECTOR. 22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR THE PUBLIC WORKS CONSTRUCTION (LATEST EDITION). THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) 23. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF OLIVENAIN ANOSAN DIEGO/T® WATER DISTRICT'S INSIRTPECTOK CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS NSPARrIW N oF0 OURS TO THE BEGINNING Of WORK TO ARRANGE FAR GRAPHIC SCALE SAN DIEGUITO ENGINEERING, INC o a 10 20 4407 MANCHESTER, SUITE 105 ENCINITAS, CA 92024 ( IN FEET ) _- 75 --74 - _.. 73 ------- - 72 71 69 --- 68 c EXISIINGY AC �R1vEWA � . .a NO SCALE THOMAS GUIDE PAGE 1167, J -1 40 f. 1 o- o 0 zr, + CD rn w: Q N V) U n m � H 70 f ° _G Lo 6 + O - aC... -. -... N N � i TOP OF CURB PROPOSED GUTTER rz1 a� N r f� 10 +25 s z __ __.. a PROFILE uj SCALE: HORIZ. 1 "= 1 71 ,I I VERT. 1 "= a ='6 o � , z co w I�. O 00 J . -.. -co z C9 P J a - - O Z_ m Z - N H Q (9 jq��j�jJ Z �a DO m ~ c= w W F� 7 m cV ~ O C7 ¢O U PIO Q ao U O N U M ZJ ri O0 U <t a r cO + Pn x m O o co rl o ° -00- c°_1�_0 z.. 0- o ) -i -0 `r�_� fl- wU F X I- w I- aU < Q zn (Vl m H- W (n m � H !n P.f n W U MA I t 13 JT FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT DATE: - R §6 I REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF _ 5 C 00 A C3 r ACTUAL LOCATION OF EXISTING FACILITIES. JOHN N LL, GENE L MANAGER f{ � 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. ': " F NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS PROJECT ,73 a P ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: 1- 800 - 422 -4133 (DIG ALERT.) 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS." FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL. TELEPHONE: 1- 800 - 422 -4133 (DIG ALERT) 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 10. ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT: TELEPHONE 1- 800 - 422 -4133 (DIG ALERT) 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL 1.0" BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS 10 4% 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE EXISTING AC 127 RELOCATED OUTSIDE THE AREAS TO BE PAVED. ]3. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE DRIVEWAY APPROACH CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. SECTION A -A 14. ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE NTS REFLECTIVE FACE OR EQUIVALENT. 15. CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) 16. ALL CUT AND FILL SLOPES OVER 3 FEET CREATED BY GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDRO SEEDED WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. HYDRO SEEDED SLOPED SHALL BE IRRIGATED BY WATER TRUCK UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. 17. ALL LUMINAIRES SHALL PROVIDE TRUE 90 DEGREES CUTOFF, AND - ALLOW NO ESCAPE OF LIGHT ABOVE HORIZONTAL. 18. CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. 19. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR 20. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. 21. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A VICINITY MAP MANNER AND LOCATION APPROVED BY THE INSPECTOR. 22. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR THE PUBLIC WORKS CONSTRUCTION (LATEST EDITION). THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) 23. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF OLIVENAIN ANOSAN DIEGO/T® WATER DISTRICT'S INSIRTPECTOK CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS NSPARrIW N oF0 OURS TO THE BEGINNING Of WORK TO ARRANGE FAR GRAPHIC SCALE SAN DIEGUITO ENGINEERING, INC o a 10 20 4407 MANCHESTER, SUITE 105 ENCINITAS, CA 92024 ( IN FEET ) _- 75 --74 - _.. 73 ------- - 72 71 69 --- 68 c EXISIINGY AC �R1vEWA � . .a NO SCALE THOMAS GUIDE PAGE 1167, J -1 40 f. 1 o- o 0 zr, + CD rn w: Q N V) U n m � H 70 f ° _G Lo 6 + O - aC... -. -... N N � i TOP OF CURB PROPOSED GUTTER rz1 a� N r f� 10 +25 s z __ __.. a PROFILE uj SCALE: HORIZ. 1 "= 1 71 ,I I VERT. 1 "= a ='6 o � , z co w I�. O 00 J . -.. -co z C9 P J a - - O Z_ m Z - N H Q (9 jq��j�jJ Z �a DO m ~ c= w W F� 7 m cV ~ O C7 ¢O U PIO Q ao U O N U M ZJ ri O0 U <t a r cO + Pn x m O o co rl o ° -00- c°_1�_0 z.. 0- o ) -i -0 `r�_� fl- wU F X I- w I- aU < Q zn (Vl m H- W (n m � H !n P.f n W U MA I t 13 JT OF 24" - R §6 I 10.88 _ 5 C 00 A C3 r r 10.00 TOP OF CURB PROPOSED GUTTER rz1 a� N r f� 10 +25 s z __ __.. a PROFILE uj SCALE: HORIZ. 1 "= 1 71 ,I I VERT. 1 "= a ='6 o � , z co w I�. O 00 J . -.. -co z C9 P J a - - O Z_ m Z - N H Q (9 jq��j�jJ Z �a DO m ~ c= w W F� 7 m cV ~ O C7 ¢O U PIO Q ao U O N U M ZJ ri O0 U <t a r cO + Pn x m O o co rl o ° -00- c°_1�_0 z.. 0- o ) -i -0 `r�_� fl- wU F X I- w I- aU < Q zn (Vl m H- W (n m � H !n P.f n W U MA I t 13 JT OF 24" - R §6 I 10.88 _ 5 C 8" Cl PIPE FOR AIRVAC -• -_ 10 +50 10+75 4 1 0 ° ° LENGTH by 4 DELTA A 10.88 _ 5 C 00 A C3 r r 10.00 f{ � CONIC v , ': " F P.._.... - -v - ,73 a P P F zFQ A AS BUILT F?ANCHO SANTA FE PHONE: (760) 753 -5525 1 inch = 10 ft_ A CIVIL ENGINEERING • PLANNING / /L� LAND SURVEYING SIGN ATE IVAN R. FOX R.C.E. 38144 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DFSI MA t� EX gU1LDiNG F) WK C. `b � C TC 73.70 G 72.87 w w Al ° -- -- -70- 70 '- PUBLIC WORKS PLANNING AND B C STATEMENT OF ENGINEER OF WORK WORK TO BE DONE: THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE IMPROVEMENTS CONSIST of THE FOLLOWING WORK To BE DONE THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN STANDARD SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE CONSTRUCTION (CURRENT EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS. ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS. (WAS) ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE STANDARD DRAWINGS ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND 2. STATE OF CALIFORNIA STANDARD PLANS 3. OMWD STANDARD PLANS IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY 4. CITY OF SAN DIEGO STANDARD DRAWING (SDG) FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE LEGAL DESCRIPTION ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF O1i1VER NAME: ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY RIGA, LP DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, 4219 RUEDA DR. ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR SAN DIEGO, CA 92124 0 -756 EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY ! 6(441-9 AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE B� N NEILL, GENERAL MANAGER ATE ENGINEER. SITE ADDRESS: 2240 ENCINITAS BLVD ENCINITAS, CA 92024 APN- 259 231 b4- SIGNATURE: CONSTRUCTION NOTES DATE: ®3 IVAN FOX 01 FEATHER ASPHALT TO PROVIDE SMOOTH TRANSITION USING 4" AC W/ 6" CLASS 2 AGGREGATE REMOVE GRATED INLET AND CAP 4" DRAIN WITH CONCRETE. SAN DIEGUITO ENGINEERING INC. D DEPTH OF EXISTING AIRVAC TOP OF PIPE IS 68.2 4407 MANCHESTER AVE. STE 105 (5.8' BELOW SIDEWALK) ENCINITAS, CA 92024 ® MATCH EXISTING TELEPHONE NO. (760)- 753 -5525 0 EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE RCE NO.: 61158 EXP. DATE: 6 -30 -13 © EXISTING WATER METER TO BE PROTECTED IN PLACE Q CONTRACTOR TO CONSTRUCT JUNCTION INTO EXISTING STRUCTURE WITH CONCRETE LUGS AND "SONOTUBE" OR EQUIVALENT. ® CONTRACTOR TO REMOVE TOP OF EXISTING TYPE "B" CURB INLET AND CONSTRUCT TYPE "A" CLEANOUT TOP MODIFIED TO INCLUDE A G -31 PEDESTRIAN RAMP CONSTRUCT 6" PLANTER CURB 10 INSTALL SOUTHBAY FOUNDRY STEEL MANHOLE LID 1325 SMOOTH FINISH, WITH TRUNCATED DOME ATTACHED WITH ' STAINLESS STEEL FLAT HEAD MACHINE SCREWS OR FASTENED WITH NUTS AS APPROVED BY THE CITY WITH M►IH a S SC tWS, TRUNCATEO OOAP.3 ON THE MMdHOLE $MAUL BE. r3 UNIFORM WITH NO ABRUVT EMY47IYM CIIApI% WITN -f►j6 kESr OF TRUNCA -ft DCfAES. I s- - 6, /y /j DATE SIGN DATE F APPROVALS CURB RETURN DATA LENGTH RADIUS DELTA C2 10.88 8.00 77'57'05" C1 16.00 10.00 91'41'45" r� .a� G "r675 t PROPERTY LINE: G 72.87 r,��f STORM DRAIN DETAIL A �. -co IMPROVEMENTS DWG. LEGEND P ]NO CII, a>> Exp.03•a /S `- ": PEDESTRIAN RAMP SDG -30 peas qjF CIVIL' U _w TRUNCATED DOME G -30 ;ems Z A. Cb-z 24" RCP - ______ - -__- co j ri CURB INLET D -2 TYPE B __ ❑O Z _ - { STORM DRAIN CLEANOUT D -10 TYPE A O� - W W (MODIFIED TOP) Z EXISTING CONTOURS �5 ->.. 0 C PROPOSED CONTOURS �'� W I wC NOTE ___ __ _ _ TRAFFIC CONTROL PLAN SHALL BE DONE F" g -mow A.C.SFRM IN ACCORDANCE WITH SAN DIEGO = REGIONAL STANDARD DRAWING TC -7 PARKS AND RECREATION 'S-MIPIEGUITO WATER DIST ENCINITAS FIRE DEPARTMENT W As -BUILT 0• THE BENCH MARK USED FOR THIS SURVEY IS THE 2.5" CITY OF ENCINITAS BRASS DISC PLANS PREPARED UNDER SUPERVISION OF REVIEWED IQ, ENC -36 SET IN THE NORTHEAST CORNER OF ly BY: BY: ( ) HORIZONTAL 1:10 APPROVED BY: � DATE 'f _ IH MAHE . -` DRAINAGE INLET ON THE NORTH SIDE OF RANCH MASIH MAHER C42519 GLENN PRUIM C51274 SANTA FE ROAD, 200' WEST OF THE 1 ;2 DATE R.C.E. NO.: 8�0, EN INEERING /P BLIC WORKS INTERSECTION WITH LA BAJADA AND EL MIRLO VERTICAL IVAN R. FOX ij 2.41 I3 ` 1 /s ELEV. =35.16 (NGVD29) (37.309 NAVD88) EXP. 313/ /S DATE: DA E: U: \ldata \engineering \5459 \dwg \5459 BASE.dwg, 5/20/2013 12:11:53 PM Z 0 DATE SIG TE SIGN d� 6 DATE LLJ CITY OF= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. z STREET IMPROVEMENT PLANS FOR: SOUTH RANCHO SANTA FE ROAD cn DRIVEWAY IMPROVEMENT 11536 -I L�J APN: 259 n f+ z PLANING CASE N0: SHEET 1 OF 2 W FILE N0. 5459 mAw GRAVEL FILLED GRAVEL84GS ARE STACKED TIGHTLY INLET PROTECTION SAN DIEGUITO ENGINEERING, INC 4407 MANCHESTER, SUITE 105 ENCINITAS, CA 92024 PHONE: (760) 753 -5525 BMP LEGEND GRAVEL BAG NOTES GRAVEL BAG /SILT FENCE BARRIER PER SC -1, 0cxDc= 1.) GRAVEL BAGS SHALL BE PLACED ALONG ALL STREET SC-6 & SC -s. AND DRIVEWAYS BASED UPON THE FOLLOWING INLET PROTECTION PER SC -10. FORMULA: GRAVELBAGS SPACING (FEET)= 1.5' MATERIAL DELIVERY AND STORAGE AREA PER WM -1 F CURB STREET SLOPE EXAMPLE: 12.00% STREET 1.5' 12.5' SPACING SOLID WASTE MANAGEMENT PER WM -5 = 2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE HAZARDOUS WASTE MANAGEMENT PER WM -6 Q ANY ADDITIONAL GRAVEL BAGS AS NECESSARY TO PREVENT SITE EROSION. SANITARY WASTE MANAGMENT WM -9 WM-9 3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A CONCRETE WASTE MANAGEMENT PER WM -8 REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, ADJUSTING /REPLACING SAND BAGS AND ONGOING 4.) STABILIZATION OF SLOPES IS REQUIRED UPON COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEED PLANTING, PUNCHED STRAW, ETC.). 5.) CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE AT HIS OR HER DESCRETION GRAVEL BAGS, STRAW BALE DIKE OR SILT FENCE PER DETAILS ON THIS SHEET. 6.) ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. ' a t ?Y I O m 7C No. G 38144 Exo.p3.314'r NOTES INSTALLATION OF NEW INLET SHALL BE FIRST STAGE OF CONSTRUCTION ANY EXPOSED DIRT AREAS SHALL BE COVERED WITH 10 MIL THICK PLASTIC TARP BEFORE ANY RAIN EVENT CIVIL ENGINEERING • PLANNING LAND SURVEYING REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT MA AR APOROVALS CITY OF= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. S' U /L% �A ,( 0 I -I& THE BENCH MARK USED FOR THIS SURVEY IS PLANS PREPARED UNDER SUPERVISION OF REVIEWED STREET IMPROVEMENT PLANS FOR: THE 2.5" CITY OF ENCINITAS BRASS DISC (ENC -36) SET IN THE NORTHEAST CORNER OF HORIZONTAL 1:10 APPROVED BY: DATE l3 BY: /Vl' /V 1 BY: SOUTH RANCHO SANTA FE ROAD DRAINAGE INLET ON THE NORTH SIDE OF RANCH MASH MAHER C42519 GLENN PRUIM C51274 �B -I SANTA FE ROAD, 200' WEST OF THE 1 :2 DATE R.C.E. NO.: ENGINEERING /PUBLIC WORKS DRIVEWAY IMPROVEMENT INTERSECTION WITH LA BAJADA AND EL MIRLO VERTICAL IVAN R. FOX EROSION CONTROL ELEV. =35.16 (NGVD29) (37.309 NAVD88) EXP. �S DATE: G�?'4'�17 DATE: G 2- T3 PLANING CASE NO: {LPN: Z59 231/64- SHEET 2 OF 2 FILE N0. 5459 U: \ldata \engineering \5459 \dwg \5459 BASE.dwg, 5/20/2013 12:13:26 PM a w "0 Z uj W Z 3 U-1 O 0 Li E L