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2003-7422 I (Plans)i OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTI AND ILITYf SITE. HARLEY L. DENK, T USTEE DATE T 2-y -6 3 HARLEY L. DENK, TRLSTEE DATE NAME: HARLEY L. DENK, TRUSTEE OF THE MARITAL TRUST OF THE HARLEY DENK AND ROSE DENK FAMILY TRUST DATED JUL 12, 1990, AN UNDIVIDED 20% INTEREST AND HARLEY L. DENK, STRUSTEE OF THE RESIDUARY TRUST OF HARLEY DENK AND ROSE DENK FAMILY TRUST DATED JULY 12, 1990 AN UNDIVIDED 20% INTEREST AND HARLEY L. DENK, TRUSTEE OF THE RESIDUARY TRUST OF THE HARLEY DENK AND ROASE DENK FAMILY TRUST DATED JULY 12, 1990, AN UNDIVIDED 80% INTEREST. ADDRESS: 4329 MANCHESTER AVENUE, ENCINITAS, CA 92024 PHONE: (760) 753 -3708 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THI RO ECT OR UNDER MY CONTROL. / -zy -C3 HALE DA L. DENT TRUSTEE T �r E HARLEY L. DENkjRusTEE DATE NAME: HARLEY L. DENK, TRUSTEE OF THE MARITAL TRUST OF THE HARLEY DENK AND ROSE DENK FAMILY TRUST AT D ED JUL 12, 1990, AN UNDIVIDED 20% INTEREST AND RAREFY L. DENK, STRUSTEE OF THE RESIDUARY TRUST OF HARLEY DENK AND ROSE DENK FAMILY TRUST DATED JULY 12, 1990 AN UNDIVIDED 20% INTEREST AND HARLEY L. DENK, TRUSTEE OF THE RESIDUARY TRUST OF THE HARLEY DENK AND ROASE DENK FAMILY TRUST DATED JULY 12, 1990, AN UNDIVIDED 80% INTEREST. ADDRESS: 4329 MANCHESTER AVENUE, ENCINITAS, CA 92024 PHONE: (760) 753 -3708 LEGAL DESCRIPTION PARCEL MAP OF THE SOUTHERLY 260.00 FEET OF LOT OR BLOCK 6, AND THE SOUTHERLY 260.00 FEET OF THE EASTERLY 150.00 FEET OF THE LOT OR BLOCK 96 IN THE COLONY OF OLIVENHAIN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 326, FILED IN THE OFFICE OF THE COUNTY OF RECORDER OF SAN DIEGO COUNTY, JULY 8, 1885. GENERAL NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. A "R" VALUE TEST SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 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 SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. REVISIONS I APPROVED REFERENCES U: \l DATA\ engineering \4649 \PLAN \46491MP \4649 -1- shtl.dwg, Date: 10 -23 -02 FOR 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 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 THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES. TELEPHONE: 1 -800- 422 -4133 (DIG ALERT.) 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 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 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 BE 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 RELOCATED OUTSIDE THE AREAS TO BE PAVED. 13. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90 DEGREES CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE HORIZONTAL. 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. 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 17. 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. 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. 19. 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) 20. 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. 21. 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. 80' EX. ROW r, 40' 1 40' 6' 1 4' 1 30' 1 9't 11'1 2% 1 2% PROPOSED -` DECOMPOSED GRANITE PATH PROPOSED CURB GUTTER f 4,IA A6 1(p $g. l ® 449f, L GllR6 V1UffV1 % /M1^ w I 19' f EXISTING AC PAVEI GRIND AS NECESSARY TO OBTAIN A SMOOTH JOINT PROPOSED 4" AC /6" CLASS II AB MIN STRUCTURAL SECTION TI =9 :CTION MANCHE NOT -TO -SCALE WATER NOTES OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL WATER SYSTEM NOTES 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, DATED MARCH 1997 WITH REVISION. CONTRACTOR SHALL HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRECONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. �I 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. 4. WHERE ELEVATION AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE - LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER -W- SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSING. 6. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. ALL MANUAL AIR RELEASES AND BLOW OFFS SHALL BE PLACED WITHIN A METER BOX AND LOCATED BEHIND CURB, UNLESS OTHERWISE APPROVED BY THE DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS ESS/04, APPROVED BY THE DISTRICT'S REPRESENTATIVE. ET F. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE yc� DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS C, No, 397 2 m': SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE Ezp.Date3iSl rj �' NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. SOILS ENGINEER'S CERTIFICATE cF�recl",, o ! CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. NO MARK D. HETHERINGTON ��FCF L SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY. I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED 9. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 61/3101 AND 711I?'14,• 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, MEETING THE DISTRICT'S STANDARD SPECIFICATION, ARE TO BE INSTALLED AT WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF LOCATIONS SPECIFIED BY THE FIRE DISTRICT. THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL OSHA. PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED /SHALL SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS A I IONS. BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. P 12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, i.e., LINE CROSSING, SIGNED: r HETHER ENIDA ENGINEERING, INC LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. ALL 5205 BAD, CA 2008 -S, SUITE A EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF RICE No.: 8 EXP DATE: 37 c C760) 9 1 CA 92008 -4369 PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. (760) 931 -1917 PROJECT NO. 3920.1 13. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES AND dwEi /AIkL 1209a121 f7A4op: 07 -/9,01 COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW `.+JYPI�M6Ah1}� 2E?oer DAr 62 -9 0� PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE DECLARATION OF RESPONSIBLE CHARGE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE (CLOSED) AND APPURTENANCES. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS 15 CONTRACTOR TO TIE OFF A � 3 SITE ROSEMONT E� LN COLONY F� TER A C m VICINITY MAP i. NOT -TO -SCALE (2000 THOMAS BRO. PAGE NO. 1167, J -1) INDEX SHEET NOTES 1 PLAN AND PROFILE 2 SEWER PLAN 3 EROSION CONTROL 4 k -1? WORK TO BE DONE STANDARDS. IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, LAND SURVEYING THE CURRENT SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS, THE CURRENT EDITION OF DRAWING NO. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AND SPECIAL PROVISIONS FOR IMPROVEMENT OF PUBLIC.STREETS.` IMPROVEMEOS STD. DWGS.T SYMBOLS %4 22 -1 PROPERTY LINE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS CENTERLINE - HYDROSEED EXISTING CONTOURS 5B - FILE PROPOSED CONTOURS 60 BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY NOT RELIEVE AC STRUCTURAL SECTION COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO WATER LINE 6" TYPE G CURB & GUTTER G -4 ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR EXISTING SEWER LINE - - ,- EXISTING WATER LINE W_ --W_ EXISTING GAS LINE -- ----G- -G- FILL SLOPE (2:1 MAX) CUT SLOPE (2:1 MAX) CUT /FILL LINE CUT WATER METER OMWD- I� FIL�- z DAYLIGHT LINE 17. EARTH SWALE (GRASS LINED) -y -► STREET NAME SIGN - SAN DIEGUITO ENGINEERING, INC. NO- PARKING "FIRE LANE" SIGN SECTION 15041 OF THE STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR GRAVEL BAGS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. LL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. LAND SURVEYING oo0C:o CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W z IMPROVEMENT PLANS FOR: � C MANCHESTER AVENUE TPM 00-191 %4 22 -1 W a I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT HYDROSEED W W W W y FILE Z - BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY NOT RELIEVE AND DOES COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO WATER LINE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR _w _w_ PROJECT DESIGN. BENDING (CURVING) OF PIPE SHALL BE PERMITTED. WATER METER OMWD- z 17. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH - SAN DIEGUITO ENGINEERING, INC. SECTION 15041 OF THE STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR FIRE HYDRANT OMWD- Q! 4407 MANCHESTER AVENUE, SUITE 105 BARRY L. MUNSON RICE 40980 CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST LiI ENCINITAS, CALIFORNIA 92024 RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN PARAGRAPH 3.06 OF SEWER LINE (8 "PVC SDR -35) S W PHONE: (760)753 -5525 I�' Z� 1 ' 07- THAT SPECIFICATION SECTION. Z 18. METER BOXES FOR 2 -INCH SERVICES OR SMALLER SHALL BE SEWER MANHOLE S -17 � � DATE UUVENHAIN MUNICIft WAVER Pr7ilzicr MIfty5D 41A 5 N0. 121 rlbN N E l patlL'� �Q VgVESS /pygI - jLk1lsFym W m Z r NO. 40980 J EXP. 3- 31 -0,�7 Q 9 CIV1� >F OF CAl \E�Q *REFER TO SHEET 2 OF 4 FOR SEWER NOTES DATE BENCH MARK SCALE FNCINITAC FIRE n17PARTAACIJT DESIGNED BY DESCRIPTION: STREET CENTERLINE MONUMENT AT STATION 166 +03.99 ON ROADSURVEY #418 ENCINITAS BOULEVARD HORIZONTAL N/A DATUM: USGS ELEV; 83.52 FEET VERTICAL N/A In WATER WORKS (O.M.W.D. W.O. 2 PLANS PREPARED UNDER THE SUPERVISION OF DATE: 02- R.C.E. NO. :40980 BARRY L. MUNSON EXP. 03 -31 -03 FIBERGLASS REINFORCED POLYMER CONCRETE (RPC) MANUFACTURED BY TRENCH RESURFACING C -24 Z ARMORCAST PRODUCTS COMPANY, CDR SYSTEMS CORPORATION, OR Ld APPROVED EQUAL. METER BOX SIZE SHALL BE 17" x 30 ". METER 4" SEWER LATERAL BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS O O WITHOUT THE DISTRICT'S PRIOR PRIOR WRITTEN CONSENT. H Ln 0 N wLn o Ln I Under round Service Alert M tt it Y SAN DIEGUITO ENGINEERING, INC Q AS BUILT" o < LO Call: TOLL FREE 4407 MANCHESTER, SUITE 105 �//�pyy�gg�� c ENCINITAS, CA 92024 BY: 3' ,tp_ 1-800 PHONE: (760) 753 -5525 ",1./ RCE: 4o9so EXPE 111 422 -4133 CIVIL ENGINEERING • PLANNING � APPROVALS RECOMMENDEDQ APPROVED BY: /)A. BY: DATE: 31t9 I o 3 DATE: TWO WORKING DAYS BEFORE YOU DIG LAND SURVEYING z � h CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W z IMPROVEMENT PLANS FOR: � C MANCHESTER AVENUE TPM 00-191 %4 22 -1 W a CS - x-90 WORK PROJECT NO. 4649 APN: 259 - 192 -14 SHEET 1 OF 4 FILE NO. SDE 4649 PROFILE 1 SCALE: HORIZ. 1 " =20' VERT. 1 " =8' 11+00 2 +00 3 +00 4 +00 5 +00 r-Iffo 30 45 El m 7 +00 PROFILE i;l�ll I ! 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Y+,�. m"v- ."b. ",..- z •. � .' w.,._ . s *. r *Y.*% �w _�. r_.. EX. 16 WATE W !' 3 - • 6' DECOMPOSED GRANITE SIDEWALK UII(If nl �AfJ R%IA1-X -WAV 8" SS ✓ LIMITS OF NEW PAVEMENT o 14 00 _ f 0 4 +00 571'5840 E 5f 0 t 00 1'f NEW PAVING 7-1-00 X. 8" SS S- 1 " SS (N16'01'28 "E 108.58' yf __--_ _ _._ _ _ -. _ __- _ - _ _ V _ _ - W- _ _ -- W- EX. 12° WA _ TER-ti - - PER RSD G -24 ' ( a x - o- USE EXTREME CAUTION a a o r. ----- C'14 z +I --� o ° w+l EXISTING UTILITY �O o i° o ao ri o 1= w ° +m U + ���� +O�nw CO o +I co EXISTING FH Cl z Ni r o z N °� o N w w r Q J o m c-i x ° =NO � �� n WHEN RES u� n. + 00. 00 o i 3 -..... Z+ cD3 N M N + z ro N ALL EXISTING UTILITY ° = o C' '� ° 4 ° ° cO x Z ° EXISTING UTILITY M � w d POLE a z LOCATIONS ARE APPROX. a d� a a it J tO a ° �? Z a "' Cr I-X -4i F UUJ - <�nl -- r r� oz `� -_ � '�oowo CI- U N WD!_ In UW_ fn (n (nom N�NN �� ��� WHUZU NCO- (NiU�iF- SEWER NOTESm 2. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER 8. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE J12. WASTEWATE I CHARGE EP RMITS AND PLUMBING PERMITS ARE REQUIRED 17. NEW SEWER MAINS LESS THAN 36 INCHES IN DIAMETER SHALL BE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE DISTRICT ENGINEER IN WRITING PRIOR TO THE ACCEPTANCE FOR PUBLIC PRIOR TO CONNECTION TO SYSTEM. INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION) THE PRESENCE OF THE INSPECTOR. AIR PRESURE TEST SHALL BE USED USE. TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD UNLESS OTHERWISE DIRECTED BY INSPECTOR. 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY ENGINEERING OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN 9. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY PROVIDE FOR TELEVISION INSPECTION. (SEC. 306 - 1.4.8). 3. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER INSTALLATION. RIGHTS -OF -WAY. DIEGO REGIONAL STANDARDS COMMITTEE) AND THE SAN DIEGO REGIONAL SDRSD NO. S -17. POURED IN PLACE MANHOLE BASES SHALL BE A 18. CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS PROVISIONS. MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 INCH COLLECTOR 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE CALL WILL BE MADE AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE SYSTEMS WITH INSPECTOR'S APPROVAL. OF PROJECT. PHONE NO. (760) 633 -2770. ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS 1 -800- 422 -4133. SHOWN. LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR EASMENTS. 19. AT ALL MANHOLES, THE MINIMUM FALL ACROSS MANHOLE SHALL BE PIPE AND BEDDING CONDITIONS: 11. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD 0.1 FT, AT ANGLES LARGER THAN 45' ALLOW 0.2 FT 4. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER 15. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO FALL. " S -13 AND S -14 . LATERALS SHALL NOT DISCHARGE DIRECTLY INTO AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND (A) ALL PIPE SHALL HAVE 4 MINIMUM OF 3/4 INCH CRUSHED ROCK A MANHOLE. OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE BENEATH THE PIPE. REQUIRED 5. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD MAINTAIN THE DEDICATE ADDITIONAL ACCESS EASEMENTS TO PUBLIC SEWERS. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE S -10 TYPE "A ". FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, TO (12) INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. GRAVEL, CRUSHED AGGREGATE, OR NATIVE FREE - DRAINING 6. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR MINIMUM COVER. BETTER. 7. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO 02, ACCEPTANCE OF THE WORK. Q4�ESSt cc Underground Service Alert SAN DIEGUITO ENGINEERING, INC o " pRe PIPE TO (12) INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ` �� L M/j,I'4 AS BUILT Y ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT mQ� sow' o Call: TOLL FREE 4407 MANCHESTER, SUITE toy ND 4(��� BY' J^ I ` - �� 1 -$00 PHONE: (760) 75325525 GRADES ARE 1% OR GREATER. o to 20 4o EF.3 -3t-o DATE tttt 422 -4133 19re CIVO. oQ�\ RCE: 4t,9900 EXP: %4- 9,/ -O'/ CIVIL ENGINEERING +PLANNING SCALE: 1" = 20' OF CA\.\F TWO WORKING DAYS BEFORE YOU DIG LAND SURVEYING REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT DESIGNED BY DR N Y CHECKED BY APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. VIhC F DESCRIPTION: STREET CENTERLINE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: N ITh O ?VtAT. MONUMENT AT STATION 166 +03.99 ON ROADSURVEY #418 ENCINITAS BOULEVARD HORIZONTAL 20 DATE: 7� 1 �'a 3 5 0(64- ' � 5• � R.C.E. N0. :40980 BY: ten. BY: MANCHESTER AVENUE e TRM 00191 7422-1 DATUM: USGS O s BARRY L. MUNSON CS -'q-9O ELEV; 83.52 FEET VERTICAL 8 BY _ _ DATE EXP. 03 -31 -03 DATE: 3 1lg / 0.3 DATE: / O WORK PROJECT NO. 4649 APN: 259- 192 -14 SHEET 2 OF 4 FILE NO. SIDE 4649 :o VFIJ .0 50 40 30 PROFILE SCALE: HORIZ. 1 " =30' VERT. 1 " =8' 10 +00 6j I LLJ 11+00 mm :i 70 Me 50 CU7 W 12 +00 13 +00 14 +00 15 +00 15 +00 III I : d ` ca m; E MOUNTABLE 131-9kA �I� 6 It UV (0`i 21/2 " comp „ 2t� "xZ" mylaN '� 6 -Nc 4-111 WY7 ti ®EI S, I <�0 121 � STi=�L S1-A. t5+66- 06 m I=t-Ri✓ NYPRAhIt f WWA115R 5EKVICE D &TAIL- Nrr.7`o 5 AcE w OR] ROAD EA A� '� ERLIN SDGE EM !' 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DATE +ni1N� 422 -4133 SS= SANITARY SEWER 'l1 RCE: 4000 EXP: 3 - / -lYf CIVIL ENGINEERING • PLANNING TWO WORKING DAYS BEFORE YOU DIG LAND SURVEYING REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT DESIGNED BY DRAWN BY CHECKED Y APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Q) VE DESCRIPTION: STREET CENTERLINE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: © P11N MONUMENT AT STATION 166 +03.99 ON ROADSURVEY #418 ENCINITAS BOULEVARD HORIZONTAL 30 DATE: 10 -Z9'6-L D 5 °ilo R.C.E. NO, :40980 BY:.� "1.a�.� BY: MANCHESTER AVENUE - TRM 00 -191 7422 ®1 DATUM: USGS 8 BARRY L. MUNSON 3/19/o3 �^ 4 ELEV; 83.52 FEET VERTICAL g ;J DATES EXP, 03 -31 -03 DATE: DATE: D WORK PROJECT N0. 4649 APN: 259 - 192 -14 SHEET _J QO 4 ,iumm \engineering \4Dv- \rrxry woµyuwrrc wo4y– i– snt�.owg, Ugie: iU –m –uz FILE N0, SDE 4649 Zoo C1 g r 6 It UV (0`i 21/2 " comp „ 2t� "xZ" mylaN '� 6 -Nc 4-111 WY7 ti ®EI S, I <�0 121 � STi=�L S1-A. t5+66- 06 m I=t-Ri✓ NYPRAhIt f WWA115R 5EKVICE D &TAIL- Nrr.7`o 5 AcE w OR] ROAD EA A� '� ERLIN SDGE EM !' ND E .�✓1-' 1 3.5 cnv>� __ j P_ 77 1056 j I i I _' _-- TO SS 15' EASEM _ N �I • _ { -- - - -- - - -- ou.,•�16E .,' : - - - - - -- -_ = - - ; ,..3 N7 '58'4 8.72' I r -«� .� _�- .,r— r- �Q-BIKE Ne _ N7 58 4 "W 304.37 I �SS {i OPENING STA 11+ 4it� ? , 1 I I - --- 4 - - -- - - -- -� -- 1 (} — J iej rvs rJ ; TION - tr5' EWE EAI e E T CITY CENTERLINE 8 E NCI ITAS PE EAR P EASEMENT PER . � s � I 77- 491056 f t 0. I �( t w 1 � t t1 i Lj El TO 7 22 G 0 G ING u € I9 ! !l '�i I LAN + J :< I I S[9 � t ( I ff r n t I n i �, � fin't' l I � ! + f ri 1 i ij ¢ u ;r.i f v :` - i .n -•,I 7 � - ,i � 1 1 z 3 ,t j jfj# s I U') Q — }[I 0 15 30 60 „X SCALE: 1" 30' 111 I i€ Underground Service Alert ,I f tit 9 SAN DIEGUITO ENGINEERING, INC r' AS BUILT °� r NOTE �- Call: TOLL FREE 4407 MANCHESTER, SUITE 105 REFER TO 7422 -G FOR PRIVATE ROAD IMPROVEMENT GRADING PLAN BY- 3- /�j_d5 � ENCINITAS, CA 753– 1 —$00 PHONE: (760) 753 -5525 THESE PLANS FOR CONSTRUCTION OF SEWER ONLY. DATE +ni1N� 422 -4133 SS= SANITARY SEWER 'l1 RCE: 4000 EXP: 3 - / -lYf CIVIL ENGINEERING • PLANNING TWO WORKING DAYS BEFORE YOU DIG LAND SURVEYING REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT DESIGNED BY DRAWN BY CHECKED Y APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Q) VE DESCRIPTION: STREET CENTERLINE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: © P11N MONUMENT AT STATION 166 +03.99 ON ROADSURVEY #418 ENCINITAS BOULEVARD HORIZONTAL 30 DATE: 10 -Z9'6-L D 5 °ilo R.C.E. NO, :40980 BY:.� "1.a�.� BY: MANCHESTER AVENUE - TRM 00 -191 7422 ®1 DATUM: USGS 8 BARRY L. MUNSON 3/19/o3 �^ 4 ELEV; 83.52 FEET VERTICAL g ;J DATES EXP, 03 -31 -03 DATE: DATE: D WORK PROJECT N0. 4649 APN: 259 - 192 -14 SHEET _J QO 4 ,iumm \engineering \4Dv- \rrxry woµyuwrrc wo4y– i– snt�.owg, Ugie: iU –m –uz FILE N0, SDE 4649 EROSION CONTROL NOTES F. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT HARLEY DENK @ 760 - 753 -3708. 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 SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE 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 CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN SAN DIEGUITO ENGINEERING, INC. 4407 MANCHESTER AVENUE, SUITE 105 BARRY MUNSON RCE 40980 ENCINITAS, CALIFORNIA 92024 PHONE: (760)753 -5525 3, Z�'a3 DATE (EROSION CONTROL NOTES CONTINUED FROM SHEET 1) HYDROSEED 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT OPTIMUM LEVEL FOR GROWTH OF THE HYDROSEEDED GROWTH. SILTATION AND SEDIMENT CONTROL MEASURES: 1. THE SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER END OF EVERY DRAINAGE AREA PRODUCING SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER EVERY RUNOFF PRODUCING STORM. THE BASINS SHOULD BE SEMI - PERMANENT STRUCTURES THAT WOULD REMAIN UNTIL SOIL STABILIZING VEGETATION HAS BECOME WELL ESTABLISHED ON ALL ERODIBLE SLOPES. 2, SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE COUNTY ENGINEER. 3. ALL EROSION CONTROL DEVICES WITHIN THE DEVELOPMENT SHOULD BE MAINTAINED DURING AND AFTER EVERY RUNOFF PRODUCING STORM, IF POSSIBLE, MAINTENANCE CREWS WOULD BE REQUIRED TO HAVE ACCESS TO ALL AREAS. ADDITIONAL NOTES 1) DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY THE PROPERTY OWNER IN THE EVENT OF A RAINSTORM. 125% OF ALL SUPPLIES NEEDED FOR BMP(BEST MANAGEMENT PRACTICES) MEASURES SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE INSTALLATION IN 48 HOURS OR LESS OF A FORECAST RAIN. 2) NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY GIVEN TIME WITHOUT DEMONSTRATING TO THE SAN DIEGO COUNTY DPW DIRECTOR'S SATISFACTION THAT ADEQUATE EROSION AND SEDIMENT CONTROL CAN BE MAINTAINED. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED FOR 15 DAYS MUST BE FULLY PROTECTED FROM EROSION, UNTIL ADEQUATE LONG -TERM PROTECTIONS ARE INSTALLED, THE DISTURBED AREA SHALL BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA. ALL EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING ANY INACTIVE PERIOD. 3) THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMPS THAT HAVE BEEN INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORMWATER QUALITY. THE MAINTENANCE OF THE BMPS IS THE PERMITEE'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMPS MAY RESULT IN ENFORCEMENT ACTION BY THE COUNTY OF SAN DIEGO OR OTHERS. IF INSTALLED BMP'S FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO. EXISTING GROUNI PUBLIC TRAVELLED WAY WAY FLOW Iv I wu/j, -A l III, Ap 1 ;111 =11 11= III =111 I 4" VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE - FLOW _ " Y WIRE OR NYLOI BOUND BALES PLACED ON THE CONTOUR 2 RE- BARS,STEEL PICKETS,OR 2 "X 2" STAKES 1 112' TO - 2' IN GROUND ANCHORING DETAIL DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE DETAIL NOT -TO -SCALE 1 Op O O 14'MIN. O ^q PROVIDE APPROPRIATE TRANSITION o BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC TRAVELLED PLAN WAY STABILIZED CONSTRUCTION ENTRANCE NOT -TO -SCALE TEMPORARY GRAVEL BAG CHECK DAM GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAG CHECK DAM DETAIL NOT -TO -SCALE 1. SET POSTS AND EXCAVATE A 4BY4IN(10BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS, 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 2' -3' HIGH GRAVEL BAGS NOTES 1.) GRAVEL BAGS SHALL BE PLACED ALONG ALL STREET AND DRIVEWAYS BASED UPON THE FOLLOWING FORMULA OR AS REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS: GRAVELBAGS SPACING (FEET)= 1.5' STREET SLOPE EXAMPLE: 12.00% STREET 1.5' - 12.5' SPACING Il A 2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE ANY ADDITIONAL GRAVEL BAGS AS NECESSARY TO PREVENT SITE EROSION. GRAVEL BAGS AND FILL MATERIAL SHALL BE STOCKPILED AT INTERVALS, READY FOR USE WHEN REQUIRED. 3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, ADJUSTING /REPLACING SAND BAGS AND ONGOING MATERIAL CLEANUP. 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 SAND BAGS, STRAW BALE BARRIER OR SILT FENCE PER DETAILS ON THIS SHEET. SLOPE STABILIZATION CONTRACTOR SHALL USE EITHER BONDED FIBER MATRIX OR GEOTEXTILES AND MATS FOR SLOPE STABILIZATION. BONDED FIBER MATRIX: BONDED FIBER MATRIX SHALL BE APPLIED TO ALL FINISHED SLOPES IMMEDIATELY UPON COMPLETION PER TIME FOLLOWING: 1.) APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2 :1. 2.) BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. 3.) THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT THE TOP OF SLOPES TO DIVERT FLOW FROM FACE OF THE SLOPE, 4.) BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (LE. APPLICATION FROM MULTIPLE ANGLES), 5.) FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN CONJUNCTION WITH SEED EROSION CONTROL VEGETATION. 6.) A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL. GEOTEXTILES AND MATS: SEE DETAIL BELOW. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. trrr 9111' I�I� II�� F SILT FENCE NOT -TO- SCALE L 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. Service Alert Call: TOLL FREE 1 -800 422 -4133 SAN DIEGUITO ENGINEERING, INC 4407 MANCHESTER, SUITE 105 ENCINITAS, CA 92024 PHONE: (760) 753 -5525 'F Q`� "Ear �� CIVIL ENGINEERING • PLANNING TWO WORKING DAYS BEFORE YOU DIG LAND SURVEYING REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. DESCRIPTION: STREET CENTERLINE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: MONUMENT AT STATION 166 +03.99 ON 1"=50' DATE: 10'L9-G ROADSURVEY #418 ENCINITAS BOULEVARD HORIZONTAL EE C EET ` \ 40980 BY: M. M 1- BY: �� MANCHESTER AVENUE ®T R M 00-191 7 4 2 2° 1 DATUM: USGS R.C.E. N0. ELEV; 83.52 FEET VERTICAL N/A BY ATE 3 BARRY L. MUNSON 03 DATE DATE: 3 Iq ( : ' /2! 03 EXP. 03 -31 -03 � �J � WORK PROJECT NO. 4649 APN: 259 - 192 -14 SHEET 4 OF 4 U: \1DATA \engineerin7\4649 \PLAN \46491MP \4649- 1- sht4.dwg, Date: 10 -23 -02 FILE N0. SIDE 4649 r `1 z I Ld LLJ z 0 z Ld O H O N w ,n I z M Q U-) V) r--. 11 W O Q (_0 h iC O W Z W W Z Z t7 0 W d