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1993-153 ES (Plans) GENERAL NOTES SEWER NOTES WATER NOTE WORK TO BE DONE 1. 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 DIEGUITO WATER DISTRICT. THE CONTRACTOR SHALL 3 ACCORDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE SUBDIVISION BOUNDARY 3 DEPARTMENT OF PUB'I,IC 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. Il SPECIAL IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY STANDARD DRAWINGS, (LATEST EDITION) AND THE FOLLOWING SPECIAL REFEREN CE DRAWINGS. ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO PROVISIONS: 2. UNLESS OTHERWISE NOTED, ALL CONNECTItNg TO EXISTING MAINS II CONSTRUCTION. 1. TRENCH WIDTH SHALL BE PEk SDR.W WO. S-4 UNLESS OTHERWISE S.D.C. = SAN DIEGO COUNTY WILL BE MADE BY THE CONTWACTOR, UNDER THE SUPERVISION OF - NOTED. - SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE - - I ) S. D.W.D. = SAN DIEGUITO WATER DISTRICT 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ESTIM 'TED 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-' IGH 16 17 18 21 22 2 3 24 I ) S.D.R. S.D. = SAN DIEGO REGIONAL STANDARD' DRAWINGS PROJECT BOUNDARY. LINING, TEMPORARY SERVICES, ETC. , PRIOR TO SHUTDOWN. \ \ (A) ALL PIPE SHALL HAVE A 4" MINIMUM Of 314 15 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 X CONSTR.NO. ITEM & SDRSD NO. SYM BOL 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. CONSTRUCT T -4 AC -PAVING OVER 6 AB OR NATIVE BASED (� 50,085SF L--J i PAVING. BOTTOM OF PIPE TO (12)TWELVE INCHES MINIMUM ABOVE 2 „ „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. 231LF'. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND AGGREGATE , NATIVE FREE-DRAINING GRANULAR 20 Ov� �'J CONSTRUCT 6" TYPE "G" CURB AND GUTTER PER SDRSD G-2 2,165�p 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 METER BOX ! C � � I _ (7)CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-7. ;:..�; ! 10,821SF �J SEARCH OF THE AVAILABLE RECORDS . TO THE BEST OF OUR BETTER. FOR EACH RESIDENTIAL LOT. �`(/ I ® CONSTRUCT AC DRIVEWAY PER SDRSD DS-7. 105SF • J KNOWLEDGE. THERE ARE NO OTHER EXISTING FACILITIES 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 13 19 1 I O9 CONSTRUCT 10' CROSS GUTTER PER SDRSD G-12. 841SF CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES BOT"OM OF PIPE TO02)TWELVE INCHES MINIMUM ABOVE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. THE PIPE SHALL BE 3 4 " CRUSHED ROCK. A.B.5. 2 11 CONSTRUCT 16 ' WIDE CONCRETE DRIVEWAY PER SDRSD G-t4 TO PROTECT THE EXISTING FACILITY SHOWN HEREON AND ANY / ( O �p 50155E 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 s't� ��O II t CONSTRUCT TRENCH RESURFACING PER SDRSD G-24. 168 SF PLANS . INVERT GRADES ARE 1%, OR GREATER. SIDEWALK EXISTS, OR 7 FEET FROM FACE OF ,CURB WHERE 12 (E�� stn 14 CONSTRUCT TYPE "A" PEDESTRIAN RAMP PER SDRSD G-27 . e .. SIDEWALK WILL BE CONSTRUCTED. I � II 6 CONSTRUCT TYPE "B-1" CURB INLET (LENGTH SHOWN ON E 4EA 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY 3-AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, 3 EA � � W. Vy 3 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 I 11 �j 6 s 1 CONSTRUCT TYPE"C" CURBINLET.(LENGTH SHOWN ON PLANS) PER SDRSD D-3. ❑ 1EA MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TESTiSHALL WATER MAIN. LI' CONSTRUCT STANDARD STREET SIGN PER SDRSD DS-13 . t 2EA CONTRACTOR WILL MAKE EXPLORATORY:-EXCAVATIONS AND LOCATE BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. FINAL CONSTRUCT STOP SIGN PER CALTRANS STANDARD R-1. « 2EA EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF ACCEPTANCE OF SEWER LINES WILL BE SUBJECT TO INTERNAL 9• CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE I 2 CONSTRUCT TYPE CORRUGATED STEEL PIPE INLET PER SDRSD D-16• ® TEA CONSTRUCTION TO PERMIT REVI3ION3 TO PLANS IF REVISIONS TELEVISION INSPECTION. IT WELL BE THE PERMITTEE 8 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 �� a1 CONSTRUCT TYPE PA" CURB OUTLET PER SDRSD D-25• ® 1EA FACILITIES . . 10 9 8 7 CONSTRUCT TYPE TYPE '$" STRAIGHT HEADWALL PER SDRSD D-32. ` fT 1EA 10. THE DISTRICT REQUIRES THAT 'COMPACTION TESTS BE TAKEN 5 4 CONSTRUCT RIP RAP PER D-40, LIGHT CLASS, 2TON G'WIDEXIO'LENGTH c 15CY 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & . 4. THE OONS•c x2' THICK TYPE D-40 UNLESS SPECIFIED DIFFERENTLY.-tUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY. ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY 517. POUREi: IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC RIGHTS-OF-WAY, CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE _ __ --- r�I CONSTRUCT TYPE "B" DRAINAGE DITCH �PER �SDRSD D-75. b 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 I CON5rP4, r Iro,0V6' STOPMOPA/N -- 33 L I 41 CONSTRUCT * INCH -R'CP STORM' DRAIN PIPE. �D e 4rm REPRESENTATIVES . MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 INCH ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY S U B DIVISION BOUN DARY * - 'SEE STORM DRAIN DATA TABLE FOR SIZE. �240(F/B" COLLECTOR SYSTEMS WITH INSPECTORS APPROVAL. SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. LEGEND ® CONSTRUCT STREET SURVEY MONUMENT PER SDRSD M-10 SEA NOTICE: ALL ELECTRIC AND GAS SERVICES / 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 M-16. 0 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 1 KEY M A P INSTALL FIRE HYDRANT MARKER- - 'PER-SDRSD M 19. ■ 2EA LOCATION OF ELECTRICAL CABLES AND MANHOLE. DIEGUITO ,WATER DISTRICT'S SPECIFICATIONS. LOT NUMBER �� GAS PIPING AND APPURTENANCES . EXISTING STORM DRAIN -- -SO--- 1 X100 INSTALL STREET LIGHT PER SDRSD E-1. 6EA - 6• THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. 77 INSTALL 8" TAPPING VALVE G 1 EA 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION PROPOSED STORM DRAIN SD O TELEPHONE: 1 800 422- 4133 (DIG S-101 TYPE A. PROPOSED SD. INLET TYPE"A' m / INSTALL 8" PVC WATERLINE (CL 150) . - W- 956LF DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ALERT) PROPOSED SD INLET TYPE"B" a 3 / j 33 INSTALL 8" GATE VALVE. 0 6EA ARRANGE FOR INSPECTION OF PRQJECT. PROPOSED SO INLET TYPE IC ° S y� K/ 76 INSTALL 1 MANUAL AIR RELEASE PER SDWD P-6 • 1EA TALL MAINS'AND-LATERALS SHALL BE CONSTRUCTED WITH 42 INCH � �� MINIMUM COVER. EXISTING WATERLINE - -W-- �O ���(/ O INSTALL DOMESTIC 1" WATER SERVICE PER SDWD P-2 . WQ 24EA B. 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. (COM(COMMERCIAL). ooa 2EA PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL INSTALLATION. EXISTING SEWER LINE - -S-- 6 INSTALL 2" BLOW OFF ASSEMBLY CLASS-200 PER SDWD P-4 . �_ 1EA 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS 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 '� 7 INSTALL 22 1/2° BEND. 2EA NOTICE ALL TELEPHONE SERVICES WITHIN THIS CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE PROP. SEWER MANHOLE 0 INSTALL 45° BEND. -''� 2EA PROJECT BOUNDARY ARE "UNDERGROUND 9- ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY PROP.FIRE HYDRANT bm o 1EA 1N3PALLATIONS". FOR LOCATION OF UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS Yf- INSTALL 90 BEND. THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR ' PROP.STREET LIGHT I� INSTALL 8" X 8" X 8" TEE. '}` tEA CABLES AND APPURTENANCES CONTACT THE PUBLIC USE. OF THIS PROJECT. PACIFIC TELEPHONE COMPANY. I 74 CONNECT TO EXISTING 16" WATERMAIN. 1C. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, (5 INSTALL 11° 1/4 BEND TELEPHONE: 1 800 422-4133 (DIG I.E. , LINE CROSSINGS LINE PARALLELING OR PROPOSED INDEX INSTALLATION. � � S INSTALL 4" PVC" SEWER LATERAL PER SDRSD S-13 . S 24 EA ALERT) CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR INSTALL CONCRETE ANCHOR PER SDRSD S-9. _ = 1EA 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED DESCRIPTION SHT NO. INSTALL SEWER MANHOLE (4' X 31 ) PER SDRSD S-17 . -4D--=S- 4 E 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING OF WORK TO WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. TITLE SHEET 1 INSTALL 8" PVC SEWER. -S 662LF CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS QUAIL GARDENS DRIVE 2 Q CONSTRUCT PIPE COLLAR PER SDRSD D-62 � 1 EA ARRANGE FOR INSPECTION OF PROJECT. IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. GIVEN WR'1TTEN PERMISSION BY WATER DISTRICT. KRISTEN COURT AND 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 10.ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT's STORM DRAIN DETAILS 4 THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT CITY RIGHTS-OF-WAY. APPURTENANC .INSTALLATIONS". FOR LOCATION OF CABLES AND SATISFACTION. BCITY OR DEVICES ARE TO BE INSTALLED STRIPING PLAN 5 PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR APPURTENANCES CONTACT: 13. "AS-BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL DIRECTLY OUTSIDE CITY OR COUNTY MAINTENANCE OR OUTSIDE QUANTITIES USED BY VARIOUS SUBCONTRACTORS IN ESTABLISHING WATER DISTRICT EASEMENT. REPAIR, MA NTENANGE AND ANNUAL ACCEPTANCE OF THE WORK. TO BE DEDICATED THE SCOPE OF WORK TO BE PERFORMED TO COMPLETE THE TELEPHONr : 1-800-422-4133 TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 37' 20' CONSTRUCTION SHOWN ON THESE PLANS. 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 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 - 27'MAX. /SAWCUT AND OVERLAY EXIST. SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT 4,F- ALL PAVEMENT @ AND OVERLAY ALL SUCH WORK TOGETHER WITH ANY OTHER WORK WHICH MAY BE I - EXISTIN RIGHT- OF-WAY WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ' 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN 5' 5' 11' t AS NECESSARY TO PROVIDE ENCINITAS. DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN PARALLELING WATER SERVICES. 1.5 WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD 2' 116 LEVEL LINE A SMOOTH TRANSITION. FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE W, 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 RELOCP!V3 ANY I 2'7,y "v 1.5'OVERLAY 1. RELOCATED OUTSIDE THE AREAS TO BE PAVED. ' EXISTING WATER FACILITY (FIRE HYDRANT METERS VA:' Y q� O VARIES NEGLECT. ' ' ES' EXIST. NATURAL GROUND VALVE BOXES, ETC. ) THAT ARE EFFECTED BY ITS PROJECT. 13.THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 15: CONTRACTOR SHALL FURNISH AND INSTALL PER SPECIFICATIONS �� CITY ENGINEER OF WORK PRIOR MAKING_ CHANGES IN THE ' 20 . CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY 4"PCC � MIN 4"AC. OVER 5"AB \ IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO FIELD. THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE SIDEWALK TH ESE PLANS. TAPE ABOVE ALL PUBLIC SEWER LINES AND PORTIONS OF SEWER 6 TYPE G CURB & GUTTER 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 9E ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE EASEMENTS. COUNTY WASTE DIVISION. STRUCTURAL SECTION PER 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 SECTTOONS NOT WITHIN THE RANGE LISTED ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE 15. CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE 16. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS DRY UTILITIES NOTE: TYPICAL S E C TI O N CITY ENGINEER DETERMINES ARE NECESSARY FOR AND REQUIRED PRIOR TO CONNECTION TO SYSTEM. DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. ARE RE A PRECONSTkUCTION MEETING AND SHALL PROVIDE AT LEAST 48 Q 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 u 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 NO SCALE WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT 16. ALL CUT AND FILL SLOPES OVER' THREE (3) FEET CREATED BY EXIST WHERE THIS CAN NOT BE ACCOMPLISHED. THEN THE < GRADING FOR STREETS AND DRIVEWAYS- SHALL BE HYDROSEEDED CONTRACTOR MUST NOTIFY THE SAN DIEGUZTO WATER DISTRICT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING WITH CITY OF RNCINITAS APPROVED HYDROSEED MIXTURE. IMMEDIATELY. ALSO, SEE WATER NOTE 17 ABOVE. ���►� 56' DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY Z W . HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK WATER EASEMENT: 10' 18' 18' 10' OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY � ( UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. CONTROL. Wtn DECLARATION OF RESPONSIBLE CHARGE 5' 5' 5' 5' ALL- FENCES CROSSING THE 10 FOOT WATER EASEMENT OVER LOTS TC =DEL+.04' UNLESS W 17. CONCENTRATED FLOWS ED. D DRIVEWAYS AND/OR :SIDEWALKS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK 10-15, WILL REQUIRE AN ACCESS GATE FOR INGRESS AND EGRESS 2:7 1'5' SHOWN OTHEIRWISE Z 0 < SHALL NOT BE PERMITTED. ' DRAINP7 SHALL BE TRANSMITTED FOR THIS PROJECT. THAT I HAVE EXERCISED Aj 2 �0 _ 1 99"1 U } UNDER SIDEWALK "' BY DISTRICT PERSONNEL AND VEHICLES. qk. -' 1 ' 7 , .HROUGH FACE OF CURB, TO GUTTER IN PUBLIC RESPONSIBLE CHARGE OVER THE OF 'THE PROJECT T.C. � 2°/° T.C. 2'I° IGNATURE DATE �- Z � � STREET. AS DEFINED IN SECTION 6703 OF THE BUSINESS AND 2/ 2*I° W I c PROFESSIONS CODE, AND THAT THE DESIGN IS` - .• • •• • ,' • . •­ 2.7 18-ALL LUMINARIES SHALL PROVIDE TRUE 90° CUTOFF, AND ALLOW CONSISTENT WITH CURRENT ' STANDARDS. y 21 ,A Mqk C Z Q l 4"PCC MIN.4"AC ON6"AB U NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. a <u APN 258-130=01 & 55 Uz v0 SIDEWALK 611 TYPE "G" CURB & 4° PCC I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS' �ZW w �Q� 8"PVC � GUTTER PER G-2 Q M o Qv 6"TYPE"G" CURB & SIDEWALK O_. LO L AND SPECIFICATIONS BY THE CITY' OF ENCINITAS IS \ a n �0 WATER 8" PVC SEWER SITE ADDRESS: QUAIL GARDENS DRIVE 19. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER CONFINED TO A REVIEW ONLY AND DOES NOT `RELIEVE ME v ~� GUTTER PER G-2 � ` vc, � Og� STRUCTURAL SECTION PER'GENERAL NOTE 2 ENCINITAS, CA. LATERAL AND WATER SERVICE BY CHISELING THE LETTERS AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR y W-