Loading...
1993-3475 I (Plans) GENERAL NOTES SEWER NOTES WATER NOTE WORK TO BE DONE L. A PERMIT SHALL BE OBTAINED "FROM THE CITY OF--ENCINITAS ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD 1• WATER MAINS, LATERALS AND APPURTENANCES SHALL BE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION) CONSTRUCTED ACCORDING TO THE STANDARD FPECIFICATIONS OF IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE STREET RIGHT-OF-WAY. THE SAN DIEGO SPECIAL PROVISIONS TO THE STANDARD THE SAN DIEGUZTO WATER DISTRICT. THE CONTRACTOR SHALL 3 ACCORDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE AND HEREr:t DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE SUBDIVISION BOUNDARY 3 �l DEPARTMENT OF PbkIC WORKS STANDARD SPECIFICATIONS, AND 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE) THE SAN DIEGO REGIONAL YEAR AFTER THE DATE OF ACCEPTANCE. ill SPECIAL IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY STANDARD DRAWINGS, (LATEST EDITION) AND THE FOLLOWING SPECIAL REFERENCE DRAWINGS. ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TC PROVISIONS: 2. UNLESS OTHERWISE NOTED, ALL CONNECTItNS TO EXISTING MAINS II SAN DIEGO COUNTY = CONSTRUCTION. 1. TRENCH WIDTH SHALL BE PEk SDR. "NO.. S-4 UNLESS OTHERWISE WILL BE MADE BY THE CONTWACTOR, UNDER 'IHE SUPERVISION OF S.D.C.C I S. D. .D = SAN DIEGUITO WATER DISTRICT NOTED. . SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE - - 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL S.D.P. = SAN DIEGO PRECAST CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 2. PIPE 'AND BEDDING CONDITIONS: COORDINATE WIHT DISTRICT ALL ARRANGEMENTS FOR HIGH- \ S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS 16 17 18 21 22 23 24 PROJECT BOUNDARY. LINING, TEMPORARY SERVICES, ETC. , PRIOR TO SHUTDOWN. 15 � \ (A) ALL PIPE SHALL HAVE A 4" MINIMUM OF 314 INCH 4, ALL UNDERGROUND UTILITIES • WITHIN THE STREET CRUSHED ROCK BENEATH THE, PIPE. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER RIGHT-OF-WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED MAIN PROFILE, TOP OF PIPE PROFILE "IS 48 INCHES BELOW S CONSTR.NO. ITEM & SDRSD NO. SYMBOL QUANTITY PRIOR TO CONSTRUCTION OF BERM,CURB, CROSS GUTTER AND (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM CENTER LINE FINISH GRADE OF STREET. ON "R" VALUE. (� PAVING. BOTTOM OF PIPE TO INCHES MINIMUM ABOVE T CONSTRUCT 4 AC PAVING OVER 61"-AB--OR NATIVE BASED 231LF \ � � �� 50 085 S F _ THE PIPE SHALL BE SAND, GRAVEL, CRUSHED 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14 J 2 CONSTRUCT TYPE "A" DIKE PER SDRSD G-5. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND AGGREGATE , NATIVE FREE-DRAINING GRANULAR c 20 /` Gpv� 3 CONSTRUCT 6" TYPE "G" CURB AND GUTTER PER SDRSD G-2 2,165LF FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A MATERIAL HAVING A SAND EQUIVALENT OF 30 OR 5. CONTRACTOR TO FURNISH COPPER WATER SERVICE AND MEIER BOX �S II _ (7 CONSTRUCT" 4" PCC SIDEWALK PER SDRSD G-7. j,a'„ l r 10,821 SF SEARCH OF THE AVAILABLE RECORDS . TO THE BEST OF OUR BETTER. FOR EACH RESIDENTIAL LOT. �`(/ lI ® CONSTRUCT AC DRIVEWAY PER SDRSD DS-7. mil\ 105SF KNOWLEDGE. THERE ARE NO OTHER EXISTING FACILITIES 19 EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM 6• CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE I 13 1 O9 CONSTRUCT 10' CROSS GUTTER PER SDRSD G-12. 841 SF CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES BOT'^OM OF PIPE TO(12)TWELVE INCHES MINIMUM ABOVE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. THE PIPE SHALL BE 3 4 " CRUSHED ROCK. A.B.S. 1 2 11 CONSTRUCT 16 ' WIDE CONCRETE DRIVEWAY PER SDRSD 6-14 5015SF TO PROTECT THE EXISTING FACILITY SHOWN HEREON AND ANY / � _. OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE SOLID WALL PIPE MAY , BE USED ONLY WHERE PIPE 7. INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO c��' 31 tiO �Z I 1 CONSTRUCT TRENCH RESURFACING PER SDRSD G-24 . 168 SF PLANS . INVERT GRADES ARE 1k OR GREATER. SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE I 12 6��f s�\ II 14 CONSTRUCT TYPE "A" PEDESTRIAN RAM( PER SDRSD G-27 . 4EA SIDEWALK WILL BE CONSTRUCTED. I II 6 CONSTRUCT TYPE "B-1" CURB INLET LENGTH SHOWN ON _ 3EA 6• LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY 3-AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, W, VZ I. PLANS) PER SDRSD D-2 . WORK TO BE DONE SHALL BE CONFIRMED BY FIELD SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN �N• 6 t't 3 1 CONSTRUCT TYPE"C" CURBINLET(LENGTH SHOWN ON PLANS) PER SDRSD D-3• O 1EA MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TESTISHALL WATER MAIN. 11 / II ' CONSTRUCT STANDARD STREET SIGN PER SDRSD DS-13 . r 2EA _ CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. FINAL I CONSTRUCT STOP SIGN PER CALTRANS STANDARD R-1. 2EA EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF ACCEPTANCE OF SEVER LINES WILL BE SUBJECT TO INTERNAL 9• CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE 24 , CONSTRUCT TYPE CORRUGATED STEEL PIPE INLET PER SDRSD D-16• ® TEA CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS TELEVISION INSPECTION. IT WILL BE THE PERMITTEE'S COUNTY DEPARTMENT OF TRANSPORTATION FOR ANY EXCAVATION �\ ARE NECESSARY BECAUSE' OF ACTUAL LOCATION OF EXISTING RESPONSIBILITY TO PAY FOR THE COST OF THIS WORK. WITHIN EXISTING COUNTY RIGHTS-OF-WAY. I \ CONSTRUCT TYPE 'A",CURB OUTLET PER SDRSD D-25• ® 1EA FACILITIES . 10 9 8 7 CONSTRUCT TYPE "$" STRAIGHT HEADWALL PER SDRSD D-32. 1EA 10. THE DISTRICT REQUIRES THAT 'COMPACTION TESTS BE TAKEN 5 4 I CONSTRUCT RIP RAP PER D-40, LIGHT CLASS, 2TON 6'WIDEx10'LENGTH 15CY 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & 4. THE CONS-rIUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY 1II x2' THICK TYPE D-40 UNLESS SPECIFIED DIFFERENTLY. ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY S-17. POUREa1 IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC RIGHTS-OF-WAY, CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE _ __ ---. r ® CONSTRUCT TYPE "B" DRAINAGE DITCH"'PER 'SDRSD D-75. 835LF FACILITIES AND SHALL COORDINATE ,HIS WORK WITH COMPANY POUR FINISHED COMPLETE AT THE TIME OF POUR. PRECAST EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ®COn/STil /e-, mr s7bAwoew1v -� 33LF 41 CONSTRUCT * INCH -PCP"STORM-DRAIN PIPE. �D f"LFM1 REPRESENTATIVES . MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 INCH ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY S U B DIVISION BOUNDARY ' * - '"SEE STORM DRAIN DATA TABLE FOR SIZE. MZ-rl8' NOTICE: ALL ELECTRIC AND GAS SERVICES COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. LEGE N D 5 CONSTRUCT STREET SURVEY MONUMENT PER SDRSD M-10 � 6EA . / WITHIN THIS PROJECT ARE 5- THE CONSTRUCTION OF 4 INCH SEWER LATERALS PER SDRSD NO. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE SUBDIVISION BOUNDARY / © INSTALL DEMOUNTABLE POST PER SDRSD 1 ° 2EA "UNDERGROUND INSTALLATIONS" . FOR S-13 AND S-14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN LOT LINE KEY MAP INSTALL FIRE HYDRANT -MARKER-PER--SDRSD'-M-19 . ■ 2EA LOCATION OF ELECTRICAL CABLES AND MANHOLE. DIEGUITO WATER DISTRICT'S SPECIFICATIONS. LOT GAS PIPING AND APPURTENANCES . EXISTING STORM DRAIN -- -50--- 1"' 100' y C/' " 77INSTAALLeSTRPEPENGLIAGHT PER SDRSD E-1. � to 6- THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. 12• THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION PROPOSED STORM DRAIN Sp ® INSTALL 8" PVC WATERLINE (CL 150) . W 956LF TELEPHQN�,: 1 800 422- 4133 (DIG S-10, TYPE A. PROPOSED W. INLET TYPE A m ALERT] DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO PROPOSED SD INLET TYPE"B" 3 FOR INSPECTION OF PRQJECT a 3 / /„ 33 INSTALL 8" GATE VALVE. 0 6EA . PROPOSED SD INLET TYPE_" " K/C 7. ALL MAINS'AND-LATERALS SHALL BE CONSTRUCTED WITH 42 INCH ? 3 76 INSTALL 1" MANUAL.AIR RELEASE PER SDWD P-6 • PEA MINIMUM COVER. EXISTING WATERLINE - -W-- �o �/ O INSTALL DOMESTIC 1" WATER SERVICE PER SDWD P-2 . 24EA 8. THE CONTRACTOR' SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 13. FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE PROPOSED WATERLINE W 66 INSTALL FIRE HYDRANT ASSEMBLY PER SDWD P-1. (COMMERCIAL). ocii 2EA PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS INSTALLATION. EXISTING SEWER LINE _ _S__ (� 6 INSTALL 2" BLOW OFF ASSEMBLY CLASS-200 PER SDWD P-4 . -J- 1EA COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. AND LATERALS SHALL BE SHOWN ON ORIGINAL AS BUILT PLANS, PROPOSED SEWER LINE S INSTALL CONCRETE THRUST BLOCKS PER SDWD P-11. ® TON PRIOR TO ACCEPTANCE OF WORK. 14. APPROVAL OF THIS BY SAN DIEGUITO WATER DISTRICT DOES NOT EXIST. SEWER MANHOLE t, INSTALL 22 1/2° BEND. -* 2EA NOTICE ALL TELEPHONE SERVICES WITHIN THIS CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE PROP. SEWER MANHOLE o INSTALL 45° BEND. -*'� 2EA PROJECT BOUNDARY ARE "UNDERGROUND LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY PROP.FIRE HYDRANT INSTALL 90° BEND. 1EA 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY 1 EA 1NbrALLATIONS". FOR LOCATION OF UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS PROP.STREET LIGHT INSTALL 8" X 8" X 8" TEE. THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR CABLES AND APPURTENANCES CONTACT THE PUBLIC USE. OF THIS PROJECT. PACIFIC TELEPHONE COMPANY. ® CONNECT TO EXISTING 16" WATERMAIN. 10. FILL AREAS MUST HE COMPACTED TO 90% PRIOR TO PIPE 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, 5 INSTALL 11" 1/4 BEND INSTALLATION. TELEPHONE: 1 800 422-4133 (DIG I.E. , LINE CROSSINGS, LINE PARALLELING, OR PROPOSED INDEX S INSTALL 4" PVC SEWERLATERALPER SDRSD S-13 . --0 24 EA ALERT) CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR INSTALL CONCRETE ANCHOR PER SDRSD S-9. _ 4 = 1EA PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED DESCRIPTI.ON SHT NO. INSTALL SEWER MANHOLE (4' X 3' ) PER SDRSD 5-17 . ­0--S- 4 E 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48, HOURB IN ADVANCE OF BEGINNING OF WORK TO WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. TITLE SHEET 1 INSTALL 8" PVC SEWER. -5 662LF CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED ARRANGE FOR INSPECTION OF PROJECT. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS QUAIL GARDENS DRIVE 2 2 CONSTR CT PIPE COLLAR PER SDRSD D-62 �� 1EA IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. GIVEN WRITTEN PERMISSION BY WATER DISTRICT. KRISTEN COURT AND 60AINSTALL4"PVC WATERLIN 12.THE CONTRACTOR SHALL PURCHASE A PERMIT FROM THE CITY 3 -- " QUANTITIES NOTE ENGINEERING DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE LINDSEY LANE 1 10-.ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE L ' AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS CITY RIGHTS-OF-WAY. STORM DRAIN DETAILS 4 THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT "UNDERGROUNr .INSTALLATIONS". FOR LOCATION OF CABLES AND SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED STRIPING PLAN 5 PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR APPURTENANCES CONTACT: DIRECTLY OUTSIDE CITY OR COUNTY RIG -OF-WAY OR OUTSIDE 13. "AS-BUILT" DRAWINGS MUST HE SUBMITTED PRIOR TO FINAL QUANTITIES USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL ACCEPTANCE OF THE WORK. /T0 BE DEDICATED THE SCOPE OF WORK TO BE PERFORMED TO COMPLETE THE TELEPHONE: 1-800-422-4133 TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. ( CONSTRUCTION SHOWN ON THESE PLANS. 37' 20' 11 .POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE 14.THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK 17. MINIMUM HORIZONTAL SEPARATION OF 10 FLET REQUIRED BETWEEN 1 20' FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF SHOWN ON THE "AS-BUILT" IMPROVEMENT DRAWINGS. ALL THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 10' ARIES - 2T MAX. SAWCUT AND OVERLAY EXIST. SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT .:F PAVEMENT @ AND OVERLAY ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE - EXISTIN RIGHT- OF-WAY Y WAY . OR WITHIN EASEMENTS DEDICATED TO THE CITY OF 18• UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN 5' S' 1•gi l 11' 1 AS NECESSARY TO PROVIDE ENCINITAS. DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN LEVEL LINE A SMOOTH TRANSITION. PARALLELING WATER SERVICES. WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD 7 FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE EXIST. STREET SURFACE 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE OWNER EXCEPTING ORDINARY WEAR AND TEAR UNUSUAL ABUSE OR 19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCPTF ANY 2'7y� v 1.5'OVERLAY RELOCATED OUTSIDE THE AREAS TO BE PAVED. ' ' EXISTING WATER FACILITY (FIRE HYDRANT METERS VA) YES O VARIES NEGLECT. VALVE BOXES, ETC. ) THAT ARE EFFECTED BY ITS PROJECT. 2°I 20I0 -EXI ST. NATURAL GROUND 13.THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL pF THE 15. CONTRACTOR SHALL FURNISH AND INSTALL PER SPECIFICATIONS CITY ENGINEER OF WORK PRIGk C" 1171 CHANGES IN THE THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION 20:, CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY 4°PCC MIN "AC. OVER 6"AB IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO FIELD. ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE SIDEWALK 6" TYPE 'G' CURB & GUTTER THESE PLANS. TAPE ABOVE ALL PUBLIC SEWER LINES AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIIC RIGHT-OF-WAY OF DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO '' PER G-2 * *T.C.ELEV.= q ELEV.-0.14' UNLESS THE STATION IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL 14. ALL SIGNS TO hE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE EASEMENTS. COUNTY WASTE DIVISION. STRUCTURAL SECTION PER K IS NOT WITHIN THE RANGE LISTED. SEE PROFILE HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, REFLECTIVE FACE OR EQUIVALENT. GENERAL NOTE NO. 2 FOR SECTIONS NOT WITHIN TIE RANGE LISTED ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND 15. CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE 16. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS DRY UTILITIES NOTE: TYPICAL SECTION DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. HOURS OF NOTICE FOR SUCH A MEETING. ALL DRY UTILITIES CROSSING KRISTEN COURT OR LINDSEY LANE QUAIL GARDENS DRIVE I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS ARE TO CROSS, BENEATH THE PROPOSED WATERLINE. IF A SITUATION STA. 20+94.64 TO STA.21+96.94 SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY EXIST WHERE THIS CAN NOT BE ACCOMPLISHED. THEN THE NO SCALE Q GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED CONTRACTOR MUST NOTIFY THE SAN DIEGUITO WATER DISTRICT 16. ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY Q WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING 0 W WITH CITY OF rNCINITAS APPROVED HYDROSEED MIXTURE. IMMEDIATELY. ALSO, SEE WATER NOTE 17 ABOVE. 56' AU WATER METERS TO DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY ZI- BE M,13TAC.LED BETWEE N - - HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK 10' 18' 18' 10' CU2B Fy8106 WALK OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY D UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. WATER EASEMENT: u.d �-11 ' CONTROL. W N -- DECLARATION OF RESPONSIBLE CHARGE 5' 5 ALL- FENCES CROSSING THE 10 FOOT WATER EASEMENT OVER LOTS TC=q EL+.04' UNLESS 17.CONCENTRATED FLOWS ACROSS DRIVEWAYS AND/OR :SIDEWALKS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK 1S' 1 1 Z O 10-15, WILL REQUIRE AN ACCESS GATE FOR INGRESS AND EGRESS 2q 2n' SHOWN OTHE RWISE Z 1 _ SHALL NOT BE PERMITTED. DRAINA7E SHALL BE TRANSMITTED FOR THIS PROJECT. THAT I HAVE EXERCISED BY DISTRICT PERSONNEL AND VEHICLES. Mqk 2' UNDER SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC RESPONSIBLE CHARGE OVER THE' DESIGN OF -THE PROJECT T.C. T.C. ® r � 2°) IGNATURE DATE Z� STREET. AS DEFINED IN SECTION 6703 OF THE BUSINESS AND 2,°I° % W= PROFESSIONS CODE, AND THAT THE DESIGN IS Q Z 18-ALL LUMINARIES SHALL PROVIDE TRUE 90° CUTOFF, AND ALLOW CONSISTENT WITH CURRENT STANDARDS . Q _� 2 4"PCC MINA"AC ON 6"AB k IJ NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. rn <u APN 258-130=01 & 55 Uz Z v0 SIDEWALK 0 6"TYPE 'G" CURB & 4p PCG I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS' w Z �2ti• 8"PVC { GUTTER PER G-2 SIDEWALK � ENCINITAS FIRE DEPARTMENT :ZO w Q6 6"TYPE'G" CURB & CC " AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS \ Q O (� WATER 8 PVC SEWER SITE ADDRESS: QUAIL GARDENS DRIVE Q�� GUTTER PER G-2 19. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER CONFINED TO A REVIEW ONLY AND DOES NOT 'RELIEVE ME, y y it d$� � STRUCTURAL SECTION PER•GENERALNOTE 2 ENCINITAS, CA. LATERAL AND WATER SERVICE BY CHISELING THE LETTERS AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR O >- I �- -_ f OWNER/PERMITTEE: MR. & MRS. MIYURI ITC W "S" AND "W", RESPECTIVELY, 2 INCHES HIGH INTO THE PROJECT DESIGN. - �'• "Z T " J ' TYPI CAL SECTION FACE OF THE CURB. O --- t � i o; A o �m O , +1 3002 GOPHER CANYON ROAD y ° _ p $ KRISTEN COURT ti� -\� qs � VISTAS CA 92084 Q