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2010-10598 I (Plans) GENERAL NOTES ENGINEER'S SPECIAL NOTES IMPROVEMENT PLANS FOR: OWNER'S CERTIFICATE WORK TO BE DONE 1 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 1. NEITHER THE OWNER , NOR THE ENGINEER OF WORK WILL ENFORCE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, SEASIDE RIDGE ACCOR DING TO THE SPECIAL PROVISIONS AND THE FOLLOWING STREET RIGHT-OF-WAY. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: 2 . (PUBLIC) THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGISTERED CIVIL H ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR CITY OF ENCINITAS PUBLIC ROAD STANDARDS . R VALUE TESTS SHALL REGULATIONS. CITY ®F ENCINITAS, ADDITIpNS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS STANDARD SPECIFICATIONS BE REQUIRED PRIOR TO CONSTRUCTION. I v DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER 1 . "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS 2 . CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COUNTY V N T 1 O F SA N D I E(=O COMPLETION OF THE IMPROVEMENTS. CONSTRUCTION (2003 EDITION) . (PRIVATE) THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS V l.sl 2 . CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CITY OF ENCINITAS STANDARDS . R VALUE TESTS SHALL BE REQUIRED PROJECT . INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, " (1996 PRIOR TO CONTRUCTION. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO THESE PLANS WITHIN EXISTING PUBLIC RIGHT-OF-WAY WITHIN 60 DAYS EDITION) . NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND INDEMNIFY AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO THE PURSUE SUCH 3. WATER AGENCY STANDARDS 3 . APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN. DOES NOT AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED. CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE -BATIQUITOSLAGOO IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH STANDARD DRAWINGS BOUNDARY. - THIS PROJECT OR UNDER MY CO RO WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE � , ; 1 . COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS (S.D.R.S . D. ) SOLE NEGLIGENCE OF THE ENGINEER. ,' �� PGps-\PAVE. 2 . WATER AGENCY STANDARDS 4 . ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY ,' L _ SHALL BE CONSTRUCTED CONNECTED AND TESTED PRIOR TO 3 . THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, x SIGNED: CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. STREETS UTILITIES AND STORM DRAINS ARE BUILT IN 0 U ACCORDANCE WITH THESE PLANS . IF THERE IS ANY QUESTION REGARDING THESE < JAMES E PRESIDENT DATE 5 . THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES -o WARMI41, LLC, A DELAWARE LIMITED LIABILITY COMPANY PLANS OR FIELD STAKES THE CONTRACTOR SHALL REQUEST AN i o N SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER � I 3090 LEGEND: DWG. N O. SYMBOL RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER OF WORK AT (858) 558-4500 . , COSTA EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, \-5 OLYMPUS ST. (714) EX. RIGHT OF WAY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....._...... _.__...... THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO 4 . THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST SPARTA DR. PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS v� PROJECT BY: WARMINGTON 2011 POOL, LLC, A DELAWARE LIMITED LIABILITY PROJECT BOUNDARY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPROVED PLANS PRIOR TO TRENCHING OR FORMING AND SHALL BEAR n , y o SITE NOT OF RECORD OR NOT SHOWN ON THESE PLANS . n COMPANY ITS MEMBER THE COST OF ALL REWORK THAT RESULTS FROM PROCEEDING USING � \ v v A.C. PAVING ON BASE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INCORRECT STAKES THAT ARE NOT VALIDATED BY THE CONTRACTOR o , ` 'z z BY: WRG BUILDER I L.P. A CALIFORNIA LIMITED PARTNERSHIP 6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK PRIOR TO COMMENCING CONSTRUCTION. CONCRETE SIDEWALK/PAVING. . . . . . . . *G-7 *G-14 . . . . . . . . . . . . . . . . . ° ...• °. TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO y �` NORMANDY MANAGING MEMBER ' CONSTRUCTION OF NEW WORK . THE CONTRACTOR SHALL MAKE 5 . THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT y `� RD. BY: WARMINGTON RESIDENTIAL CALIFORNIA, INC. , A CALIFORNIA ALL WEATHER ACCESS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND `� LEUCADIA CORPORATION, GENERAL PARTNER (STABILIZED DG OVER CLASS II BASE W/ H-20 LOADING) FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY BLVD. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF APPROPRIATE MEANS ( GRAVEL BAGS , HAY BALES , TEMPORARY �, SOILS ENGINEER CERTIFICATE 6" CURB & GUTTER TYPE G. . . . . . . . . *G-2 . . . . . . . . . . . . . . . . . . . . . . . . ACTUAL LOCATION OF EXISTING FACILITIES . DESILTING BASINS, DIKES, SHORING, ETC. ) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE VICINITY MAP I, TOM CANADY, A REGISTERED CIVIL ENGINEER IN THE STATE OF 0" CURB. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . =- 7 . THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC COMPANY OWNER. NOT TO SCALE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL MODIFIED 6.. CURB & GUTTER WITH WEEP HOLES . . . . . . . . . . . . . . . . . . . SOIL MECHANICS,HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. 6 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY 6" MONOLITHIC CURB & GUTTER. . . . . *G-3 . . . . . . . . . . . . . . . . . . . . . . . . ° ":"'' ' NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO GEOTECHNICS INC. IN MARCH, 2005 ONE COMPLETE COPY OF EACH OF THE ARE "UNDERGROUND INSTALLATIONS" . FOR LOCATION OF THE BEST OF OUR KNOWLEDGE , THERE ARE NO OTHER EXISTING SOILS REPORTS COMPILED FROM THIS STUDY AND AN UPDATED LETTER PEDESTRIAN RAMP. . . . . . . . . . . . . . . . . *G-27 TYPE 'A' . . . . . . . . . . . . . . ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES UTILITIES EXCEPT AS SHOWN ON THESE PLANS . BEFORE EXCAVATING DATED JULY 22, 2010, BY GEOTECHNICS INC. , HAS BEEN SUBMITTED TO W/ PRESTRESSED CONCRETE TRUNCATED DOMES FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY THE OFFICE OF THE CITY ENGINEER FURTHERMORE, I HAVE REVIEWED CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION THESE GRADING PLANS & UPDATE LETTER AND CERTIFY THAT THE STREET NAME/STOP SIGN. . . . . . . . . . . *SDM-102 . . . . . . . . . . . . . . . . . . . . TELEPHONE : (800) 422-4133 OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK , WHETHER FIRE DEPARTMENT NOTES RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT (W/ DG3 SHEETING) 8 . THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING SHOWN ON THE PLANS OR NOT . SPECIFIC ATTENTION SHALL BE MADE HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS "NO PARKING FIRE LANE" SIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. ALL ROADWAYS SHALL BE A MINIMUM OF 24 ' IN WIDTH DURING PER MY "CHANGE OF GEOTECHNTCAL CONSULTANT OF RECORD" LETTER DATED WORK WITH COMPANY REPRESENTATIVES. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OCTOBER 19, 2011. WATER MAIN (POTABLE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT , AND OF VEHICLES IN ACCORDANCE WITH THE UNIFORM FIRE CODE AND THE NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ENCINITAS FIRE DEPARTMENT. ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT ' 1" WATER SERVICE WITH METER. . . . . **WS-09, **WC-17 . . . . . . . . . . . . w LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. ARE "UNDERGROUND INSTALLATIONS" FOR LOCATION OF SIGNED: � �� � II - / r1 - II FIRE HYDRANT ASSEMBLY. . . . . . . . . . . **WF-01, **WF-04 . . . . . . . . . . . . gr� CABLES AND APPURTENANCES CONTACT PACIFIC BELL. 7 . CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE (WITH (1) 2 . 5" OUTLET & (1) 4" OUTLET) TELEPHONE: (619) 546-3606 PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED THOMAS B. CANADY DATE EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN TO THE SATISFACTION OF THE FIRE DEPARTMENT: P.E. NO. 50057 ' 2" WATER SERVICE WITH METER. . . . . **WS-02, **WS-03, **WC-17 . . . 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. EXP. DATE: 06/30/2013 � „'tL r CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN THE UTILITY AGENCIES ADVISE THEM OF THE PROPOSED IMPROVEMENTS Q 1 . ALL WET AND DRY UTILITIES SHALL BE INSTALLED AN APPROVED BY * f - \ GATE VALVE. . . . . . . . . . . . . . . . . . . . . **WV-01 **WV-02 **WV-03. . IN PLACE WHICH ARE DAMAGED DURING THE COMPLETION OF THE WORK > AND BEAR THE COST OF RELOCATION, IF NEEDED. ' ' THE APPROPRIATE INSPECTION DEPARTMENT OR AGENCY. PROJECT NO. : 1029-001-00 k c, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. GROUP DELTA CONSULTANTS AIR VACUUM VALVE (A.V . ) . . . . . . . . . **WA-02, WA-07 . . . . . . . . . . . . . . .--------0;,-M 10 . ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 8 . WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES A 2 . AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN 9245 ACTIVITY ROAD SUITE 103 6 313 BLOW-OFF TYPE C (B.O. ) . . . . . . . . . . WB- , WE-06. . . . . . . . . . . . . . ^ Z INSTALLATIONS" . FOR LOCATION OF CABLES AND APPURTENANCES ' PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY SAN DIEGO, CA 92126 aR ** O1 06 v LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO CONTACT COX CABLE TELEVISION COMPANY AT (800) 422-4133 COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL VEHICLES. (858) 536-1000 r f+`ly� - CONCRETE THRUST BLOCK. . . . . . . . . . . **WT-Ol . . . . . . . . . . . . . . . . . . . . . "-r 1 11 . (PUBLIC) POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. 3 . ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED STATEMENT OF ENGINEER O F WORK SEWER MAIN - PUBLIC (SDR 35) . . . . ***S-11, ***S-12 . . . . . . . . . . . . 0 BE SHOWN ON THE "AS BUILT" IMPROVEMENT DRAWINGS . ALL SOURCES BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. 9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF-WAY OR WITHIN THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE SEWER STATIONING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20+00.00 -EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. ">o 4 . INSTALL TWO-SIDED BLUE-DOT REFLECTIVE FIRE HYDRANT MARKERS ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMENTS. THE 4" TO 6" FROM CENTERLINE ON HYDRANT SIDE PER CFC SECTION PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER EXISTING ELEVATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • (XXX.XX) 1r Z COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE 4 ' SEWER MANHOLE. . . . . . . . . . . . . . . . ***S-3 . . . . . . . . . . . . . . . . . . . . . . 12 . NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR 901. 4 . 3 FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN Ill uj RELOCATED OUTSIDE THE AREAS TO BE PAVED. OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION EXPENSE. ABBREVIATIONS ENCINITAS . THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW 4" SEWER LATERAL. . . . . . . . . . . . . . . . ***S-17, ***S-18, ***S-25. . . O Z ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE 10 ' WHICHEVER OCCURSINFIRSTTERTHES CONTRACTORNNSHALLCONOTIFY SUTIOHE, = PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EX. SEWER STUB. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Yi� APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR AC ASPHALT CONCRETE ANG PT = ANGLE POINT ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A IMPROVEMENTS. PCC = POTLAND CEMENT CONCRETE ROW = RIGHT OF WAY DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL ENGINEER OF WORK IN WRITING , WHENEVER THESE PLANS SEEM - STORM DRAIN PIPE. . . . . . . . . . . . . . . . D-60, D-61. . . . . . . . . . . . . . . . 14 . ESCAPEUMINARIES ASHALLTHEROVVIIDE TRUE 90° CUTOFF AND ALLOW NO UNCLEAR. EP = EDGE OF PAVEMENT FH = FIRE HYDRANT SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE �n a CONSTRUCTION OF THESE PRIVATE _ -ZONTAL. (PUBLIC) TC = TOP OF CURB AV = AIR VAC DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR EX. STORM DRAIN PIPE. . . . . . . . . . . . *D-60, *D-61. . . . . . . . . . . . . . . 11 . THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO FL = FLOW LINE BO = BLOW OFF DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO 15 . THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES BACKFILLING TRENCHES FOR ALL NEW UTILITIES THE SURVEYOR BC = BEGIN CURVE MH = SEWER MANHOLE INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS CURB INLET, TYPE R. . . . . . . . . . . . . . *D-2 . . . . . . . . . . . . . . . . . . . . . . . . Fnl DEPARTMENT A PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BCD1LY WORK WITH A LETTER OF CERTIFICATION STATING THAT ALL EC = END CURVE PVC = POLYVINYL CHLORIDE PIPE CURB INLET, TYPE B-1. . . . . . . . . . . . *D-2 . . LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR " " " " " " " " " • " ' IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH PCC = POINT OF COMPOUND CURVE (XX.XX) = EXISTING ELEVATION TELEPHONE: 633-2770 . THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL PRO = POINT OF REVERSE CURVE VERT = VERTICAL OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING STORM DRAIN CLEANOUT (TYPE A) . . . *D-9 . . . . . . . . . . . . . . . . . . . . . . . . WITHINTHE WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. PRC = POINT OF REVERSE CURVE HORIZ = HORIZONTAL ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. HEADWALL W/WARPED WINGWALL . . . . . *D-44 . . . . . . . . . . . . . . . . . . . . . . . MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED - BCR = BEGIN CURB RETURN EX = EXISTING AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED 12 . THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A LAND SURVEYOR SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ECR = END CURB RETURN EL = ELEVATION 12" x 12" CATCH BASIN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ENGINEER OF WORK SOILS ENGINEER AND THE CITY INSPECTOR. THE PCR = POINT OF CURB RETURN ANG = ANGLE (BROOKS BOX OR APPROVED EQUAL) 17 . THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE ID = IDENTIFICATION STD = STANDARD SIGNED: ,�,�„�, ��/�/!� CATCH BASIN TYPE ' F. . . . . . . . . . . . . *D- 1 . . . . . . . . . . . . . . . . . . . . . . . . AND WATER SERVICE BY CHISELING THE LETTERS S" AND ..W.., SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. UPS = UPSTREAM DE = DEAD END ALISA S. VIALPA DO DATE RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS DWN = DOWNSTREAM DRP = DROP R.C.E. NO. 47945 RETAINING WALL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND DIA = DIAMETER SMT = SUMMIT (PER ROUGH GRADING PLAN 10598-G) 18 . THE ADDRESS OF EACH LOT SHALL BE PANTED ON THE CURB IN A BECOME THE PROPERTY OF THE ENGINEER OF WORK. EXP. DATE: 12/31/2011 IN = INCHES WAS = WATER AGENCY STANDARDS CROSS GUTTER. . . . . . . . . . . . . . . . . . . . *G-12 . . . . . . . . . . . . . . . . . . . . . . . •" • ° ' MANNER AND LOCATION APPROVED BY THE INSPECTOR. ` 13 . RETAINING WALLS THAT ARE NOT A PART OF THE BUILDING ARE SDRSD = SAN DIEGO k�-?TONAL PERMITTED BY THE ENGINEERING DEPARTMENT AS A PART OF THE STANDARD DRAWla"q HUNSAKER & ASSOCIATES SAN DIEGO, INC. EXIST. DRY UTILITY POLE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD GRADING PLAN. 9707 WAPLES ST. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION) , OWNER SAN DIEGO, CA. 92121 TERMINATOR FOR REFERENCE (PER SDG&E DRAWING) . . . . . . . . . . . . . . . . THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD 14 . THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE (858) 558-4500 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE INCORPORATED INTO AND MADE A PART OF THIS PLAN ALL WARMINGTON ENCINITAS 41, LLC, A DELAWARE LIMITED LIABILITY COMPANY TRANSFORMER FOR REFERENCE (PER SDG&E DRAWING) . . . . . . . . . . . . . . . SAN DIEGO REGIONAL STANDARDS COMITTEE) , THE SAN DIEGO CONSTRUCTION SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING ATTN: JAMES W.