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2012-11294 I (Plans)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. (PUBLIC) THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. (PRIVATE) THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONTRUCTION. 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 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 ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION O PERMIT TI T C REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133 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: (619) 546 -3606 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 RELOCATION, IF NEEDED. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT COX CABLE TELEVISION COMPANY AT (800) 422 -4133 11. (PUBLIC) 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. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. 14. ALL LUMINARIES SHALL PROVIDE TRUE 90° CUTOFF AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL.(PUBLIC) 15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. TELEPHONE: 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 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMITTEE) , THE SAN DIEGO REGIONAL STANDARD DRAWINGS (MARCH 2000 EDITION), CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS ( JULY 1992 EDITION),AND THE SPECIAL PROVISIONS FOR THIS PROJECT. NOTES: 1. STATIONARY CONSTRUCTION EQUIPMENT SHALL BE SITED AS FAR AWAY AS POSSIBLE FROM THE PROJECT SITE BOUNDARIES. 2. DURING GRADING OPERATIONS, FACTORY STANDARD SILENCING EQUIPMENT SHALL BE INSTALLED ON ALL GRADING EQUIPMENT. UTILITY NOTE SAN ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM RECORD DATA AT THEIR APPROXIMATE LOCATIONS. UNDERGROUND FACILITIES MAY EXIST WHICH HAVE NOT BEEN REPORTED OR ARE NOT OF RECORD. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL PERTINENT UTILITIES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. &Y: Underground Service Alert COIL agi'oBB mil DD; CALL TOLL FREE 1 -800 422 -4V M � MYS BUM YOU DIG 5 -SLIfL PUBLIC WORKS REVIEWED BY: A3 ELIJO JOINT POWERS AVTH. ENGINEER'S SPECIAL NOTES 1. NEITHER THE OWNER , NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE. FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEP7e�NG.'LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES , THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (858) 558 -4500. 4. THE CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED PLANS, PRIOR TO TRENCHING OR FORMING AND SHALL BEAR THE COST OF ALL REWORK THAT RESULTS FROM PROCEEDING USING INCORRECT STAKES THAT ARE NOT VALIDATED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT RROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT R'LSULT FROM HIS OPERATIONS BY APPROPRIATE MEANS ( GRAVEL BAGS , HAY BALES , TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE , THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK , WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE IN AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE PROJECT , AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS -BUILT LOCATION OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN. 7. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL REPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE WHICH ARE DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 8. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES , A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE OWNER TO COMPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. 9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS S MAY DICTATFI ADDITIONAL 0 IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. 10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION , WHICHEVER OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK IN WRITING , WHENEVER THESE PLANS SEEM UNCLEAR. 11. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES . THE SURVEYOR SHALL OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK WITH, A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. 12. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE ENGINEER OF WORK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS -BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK.. 13. RETAINING WALLS THAT ARE NOT A PART OF THE BUILDING ARE PERMITTED BY THE ENGINEERING DEPARTMENT AS A PART OF THE GRADING PLAN. 14. THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE INCORPORATED INTO AND MADE A PART OF THIS PLAN . ALL CONSTRUCTION SHALL CONFORM WITH AND•BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT. 15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEES IN WATER SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. 16. CONTRACTOR SHALL SUBMIT AN AS -BUILT PLAN INDICATING ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVED STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, WHEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYSTEM, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. 18. ALL UTILITIES SHALL BE CONSTRUCTED FROM THE DOWNSTREAM POINTS OF CONNECTION OR OUTLET ?POINT . CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ALL ADDITIONAL COSTS OF RETTAKING OR RECONSTRUCTION OF ANY GRADING OR IMPROVEMENT WORK PUT IN PLACE WITHOUT FIRST COMPLETING WORK TO VALIDATE ALL POINTS OF Dom; CONNECTTnnT ENCINITAS FIRE DEPARTMENT REVIEWED BY: OFFSITEIMPROVEMENT PLANS FOR: IT IS AG EEDETHATFICA DE CONDITIONS MAY REQUIRE CHANGES TO THESE ALTAITAIS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR C IT 1 v ® F ENCINITAS, ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE COUNTYO F SAN DIEGO PROPER COMPLETION OF THE IMPROVEMENTS. A Z �■ G Urn vy 101 yL ti 0 o o C C� ° > U�l EP = EDGE OF PAVEMENT TC = J 0 VICINITY MAP NOT TO SCALE FIRE DEPARTMENT NOTES )NIA AVE, PASSIFLORA AVE. !SITE ALL ROADWAYS SHALL BE A MINIMUM OF 24' IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE UNIFORM FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT. INSTALL TWO -SIDED "BLUE -DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTERLINE ON HYDRANT SIDE PER CFC SECTION 901.4.3 PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AN APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. 2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. , 3. ALL FIRE HYDRANTS SHALL BE INSTALLED IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. ABBREVIATIONS AC - ASPHALT CONCRETE PCC - PORTLAND CEMENT CONCRETE EP = EDGE OF PAVEMENT TC = TOP OF CURB FL = FLOW LINE BC = BEGIN CURVE EC = END CURVE PCC = POINT OF COMPOUND CURVE PRO = POINT OF REVERSE CURVE PRO = POINT OF REVERSE CURVE BCR = BEGIN CURB RETURN ECR = END CURB RETURN PCR = POINT OF CURB RETURN ANG PT = ANGLE POINT ROW = RIGHT OF WAY FH = FIRE HYDRANT AV = AIR VAC BO = BLOW OFF MH = SEWER MANHOLE PVC = POLYVINYL CHLORIDE PIPE (XX.XX)= EXISTING ELEVATION VERT. = VERTICAL HORIZ. = HORIZONTAL EX. = EXISTING WAS = WATER AGENCY STANDARDS SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS OWNER SHEA HOMES,LIMI'rEn PARTMERSFIIP,A CALIFORNIA LIT41TED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 APN 256- 233 -16, 256- 172 -03 & 256- 172 -07 S. D.W.D. NO: W11 -140 PLANNING & BUILDING PARKS & RECREATION SAN DIEGUITO WATER DIST. ! z¢ ( IN I • $•Zo1� , / LIMITED ACCESS: YES 1, Date 7/ Z/.] PLANNING 9707 Waples Street DATE: BY: o� DATE: BY, N 0 REFERENCES Date CITY OF ENCINITAS BENC MARK SCALE 1GH GRADING PLAN 10900 -G PT. N0. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.= 175.189' (NAVD'88) Horizonte 31TE IMPROVEMENT PLAN 10900 -1 Vertical UL GARDENS 6514 -1, 5790 -1 ONY P -K4. R.S. 700 -I. FSD 6? 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 COMPACTION AND STABILITY OF THE SITE. eQ SIGNED: C� ' OfN VANCE SH A HOMES LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 SOILS ENGINEER CERTIFICATE I, TREVOR MYERS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANI NF CS HEREBY CONFIRM THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY LEIGHTON AND ASSOCIATES, INC. IN FEB. 2007. ONE COMPLETE COPY THE SOILS REPORT COMPILED FROM THIS STUDY "GEOTECHNICAL INVESTIAGTION, PROPOSED RESIDENTIAL DEVELOPMENT, BAHLMANN PROPERTY , ENCINITAS CALIFORNIA" AND AN UPDATED LETTER DATED MAY 25,2011 BY GEOCON INC., HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE , I HAVE REVIEWED THESE GRADING PLANS & UPDATE LETTER AND CERTIFY THAT THE RECOMMENDATIONS INCLDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND S C FFICATT IONS. / SIGNED: AND PERMITS: - - - 51441.!"-1 W0Erz.-J CwC Z'714 EXP. DATE: PROJECT NO.: G1362 -32 -01 GEOCON INCORPORATED 6960 FLANDERS DRIVE SAN DIEGO, CA 92121 (858) 558 -6900 STATEMENT OF ENGINEER OF WORK DATE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMD BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES F 0 THE ENGINEER'S TRADE OR ENGINEER PROFESSION. THE EN 0 G FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. LYIEfwabl i ALISA S. VIALPANIVO R.C.E. NO. 47945 EXP. DATE: 12/31/2013 HUNSAKER & ASSOCIATES SAN DIEGO, INC. 9707 WAPLES ST. SAN DIEGO, CA. 92121 (858) 558 -4500 WDID /NOI CERTIFICATE DATE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER,A COPY OF THE COMPLETED NOI FROM SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. WDID # SIGNED: -/A JO N VANCE [ dDATE SH A HOMES LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 DR /CDP PERMIT NO. 11 -115 TENTATIVE MAP NO. 11 -115 09 -eat rpm DATE: BY: DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED cnrn,e, n,crn,nT WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS , AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. WATER AGENCY STANDARDS STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS (S.D.R.S.D.) 2. WATER AGENCY STANDARDS LEGEND: DWG. NO. SYMBOL EX. RIGHT OF WAY ............. ............................... PROJECT BOUNDARY ............. ............................... A.C. PAVING ON BASE OR TRENCH RESURFACING .................... ENCINITAS DESIGN MANUAL PG. 2 -13 APP. 2.4 & DETAIL SHEET 02 ----- - - - - -- CONCRETE SIDEWALK /PAVING ......... G -7, *G- 14 .................a .:. 4 6" CURB & GUTTER TYPE G.... ... *G- 2 ........................ 0" CURB ....................... ..............................� MODIFIED 6" CURB & GUTTER WITH WEEP HOLES ...................�- 6" MONOLITHIC CURB & GUTTER ..... * G- 3 ........................° 4 PEDESTRIAN RAMP ................. *G -27 TYPE 'A'.............. W/ PRESTRESSED CONCRETE TRUNCATED DOMES STREET NAME /STOP SIGN ........... *SDM - 102 .................... + "NO PARKING FIRE LANE" SIGN . ............................... WATER MAIN ( POTABLE) ......... ............................... 1" WATER SERVICE WITH METER ..... * *WS -09, * *WC- 17............ O FIRE HYDRANT ASSEMBLY ........... * *WF -01, * *WF- 04 ............ T� (WITH (1) 2.5" OUTLET & (1) 4" OUTLET) 2" WATER SERVICE WITH METER ..... * *WS -02, * *WS- 03............ GATE VALVE ...................... * *WV -01, * *WV -02, * *WV -03... AIR VACUUM VALVE (A.V.) ......... * *WA -01 & WA- 07 ............._� BLOW -OFF (B.O.) ................. * *WB -01 & WB- 06............. CONCRETE THRUST BLOCK ........... * *WT- 01 .....................� SEWER MAIN - PUBLIC (SDR 35) .... * *SDS- 110 ................... SEWER STATIONING ............. ............................... 20i -00.00 EXISTING ELEVATION ........... ............................... (XXX.XX) 5' SEWER MANHOLE ................ *SDS -106, M- 3 ............... --- 4" SEWER LATERAL ................ *SDS- 105 ..................... O EX. SEWER STUB .............. ............................... STORM DRAIN PIPE ................ D -60 * D -61. - - - - * EX. STORM DRAIN PIPE ............ *D -60, *D- 61 ................ - - -- CURB INLET, TYPE B ............... *D- 2........................ Fol CURB INLET, TYPE B- 1 ............. D- 2 ........................ STORM DRAIN CLEANOUT (TYPE A) ... *D- 9 ........................ HEADWALL MODIFIED U- TYPE ........ *D -34, *D- 35 ................ 12 "X12" CATCH BASIN .......... ............................... (BROOKS BOX' OR APPROVED EQUAL) CATCH BASIN TYPE ' F ............. *D- 7 ........................ RETAINING WALL ............... ............................... (PER ROUGH GRADING PLAN 10598 -G) CROSS GUTTER .................... *G- 12 ................... ... EXIST. DRY UTILITY POLE ...... ............................... ROADSIDE TREATMENT FLOW- THROUGH PLANTER (PER 10900- G) ....... CURB OUTLET ..................... D- 25........................ * SAN DIEGO REGIONAL STANDARD DRAWINGS ** WATER AGENCY STANDARD DRAWINGS LEGAL DESCRIPTION BEING A SUBDIVISION OF PARCEL 4 OF PARCEL MAP NO. 3320 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY DECEMBER -19, 1974 TOGETHER WITH THE WEST HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE SOUTH HALF OF THE EAST HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE NORTH HALF OF THE EAST HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 19, 1881, ALL IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. SHEET INDEX SHEET #1: NOTES, VICINITY MAP & LEGEND o 0 VIAL 9 S. SHEET #2: NOTES, STREET SECTIONS & DETAILS vyP 9a2 SHEET #3 -4: EX. SAXONY ROAD SHEET #5 -6: EX. PUEBLA STREET o Z � No. 47945 m w m SHEET #7: EX. QUAIL GARDENS Exp.12/31/13 a SHEET #9 -10: SIGNING RANCH D STRIPING PLAN UJI STORMWATER TREATMENT STATUS: HUNSAKER AS BUILT ► & ASSOCIATES s a N o i E G O, I N c PRIORITY PROJECT TYPE OF TREATMENT: BIO- RETENTION & MODULAR WETLANDS , / LIMITED ACCESS: YES 1, Date 7/ Z/.] PLANNING 9707 Waples Street MAINTENANCE RESPONSIBILITY: STREET (HOA) SIGNATURE ENGINEERING San Diego, Ca 92121 o� MAINTENANCE AGREEMENT: DATE:?I2_*"_, AS DOC. NOO1!?'!3! ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(856)556 -4500 1X(858)558 -1414 N 0 MAINTENANCE RESPONSIBILITY: LOTS (HOME OWNER) Printed Name MAINTENANCE AGREEMENT: DATE:-- - - - - -, AS DOC. NO ------- My Registration Expires Discipline CIVIL Desl ned B Drawn By Checked By REVIEW VD BYC rL CITY OF ENCjNjj[�S ENGINEERING SERVICES DEPARTMENT J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. 4z oz Plans P TITLE SHEET: r�Pared Under Supervision Of By: /V� By: TITLE SHEET Date /�� /'��Z MASIH RU3 MAKER &LCIVAI At I Alto R.C.E. No. 47945 Date: 2I Z. / ( 3 Date: 11 -11 R: \0530 \&Eng \Improvement Plan - Offsite \0530- IPO -01 Asf I Drawing No. °o 11294 -1 z SHEET 01 OF 10 s ,qr lDec -17 -2012: 13: 50 z % -. - .. . i''•''f'. ,,.n to �'Q �'� �{ EX. j�. r �I 111 Ii11 �i� } LEGEND: SYMBOL SHEET NUMBER F 17 SEWER MAIN BOUNDARY WATER MAIN - - - STORM DRAIN - PROPERTY BOUNDARY - FUTURE SEWER MAIN -- FUTURE WATER MAIN - - - FUTURE STORM DRAIN - - SEWER MANHOLE SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE FIRE HYDRANT ►N APN 254- 663 -07 ►N�IEX WATER WATER EX. WATER - - -� KEY MAP SCALE: 1 " =100' �I p� APN 254- 663 -01 it I � I 30 29 1 fXlS77NG OH LINES pp TO BE EXISTING OH LINES POR110N OF EXISTING I �' TO REMAIN RELOCATED TO REMAIN OH LINES TO BE PLACED PP - -- - -- - UNDERGROUND 31 74 - P __- - pp - li - EXISTING OH UNES ` f' 7 32 E TO BE REMOVED XISTING OH LINE 7z 3 TO BE REMAIN' - - - �I ..- ______ 33 .. _. '- - - - ---- t9 I PP TO BE - \ P_TO BE P _ REMOVED \ REMOVED EXISTING I EXISTING OH LINES} �\ _ TO BE REMOVED P P ±- EXISIT OH L E PP - O 43 - - - - -- - -- i TO BE RE) L -- - -- 9O s OR PLACE TO BE REMOVED 6s UNDERGR( 20 21 zs 24 p� L P ® -- -- 42 36 CP O i 51 �:I 41 40 39 ]8 i I O i'I 37 63 ^73 EXISTING OH LI S �'.� , - - I - -: - TO BE REMOVED ® s0 XIS77NG OH LINES lO O 2 3 O O ss ® ® ®may 6z TO BE REMOVED ,,, I O .I I i - - -- - _ I _ P - - - -- - - STING POWER POLE (PP) TO REMAIN .................... EXISTING POWER POLE (PP) TO BE EX. POWER LINE EXHIBIT REMOVED OR RELOCATED ............. ............................... �. = mm (12 EA) SCALE: I'_-150' CALL TOLL FREE EXISTING OVERHEAD (OH) UTILITIES TO REMAIN......... NOTE: REFERENCE ONLY, REFER TO 1 -800 422 -4133 EXISTING OVERHEAD (OH) UTILITIES TO BE APPROVED SDG &E PLANS FOR DESIGN REMOVED OR PLACED UNDERGROUND .......... _........... - - - -- °0 (-2.305 L.F. ng I[Ak 'FLOW LINE ELEV. PER 10900 -G CONCRETE LUG PER SDRSD D -63 SUBDRAIN CONNECTION TO STORM DRAIN SYSTEM N.T.S. PROPOSED 18" NEW SECTION 2" GRIND TO EXIST. EXIST. SECTION VEDES VD TRENCH RE SURFACING DETAIL N.T.S. REVISIONS Date Ap d REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DI 2 AS - �F3ulz r 7• OUGH GRADING PLAN 10900 -G PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal ONSITE IMPROVEMENT PLAN 10900 -I DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1" =100' QUAIL GARDENS 6514 -1, 5790 -1 IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical CAVnhIV D -VA- C - Inn -I rcn F7 cexne civ -17K 1Ra, /uelm'RR\ u• a D.G. TRAIL 4" MINIMUM D.G. 114" MAX. AGGREGATE SIZE NINE EN Rll I I �- SUBGRADE COMPACTED 95% DECOMPOSED GRANITE (D.G.) TRAIL N.T.S. SUBDIVISION BOUNDARY BOUNDARY 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SAN DIEGUITO WATER DISTRICT NOTES 23. ALL SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK 6" MOD. TYPE 'G -2' 12 x12" C.B. 5' SIDEWALK SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE CURB & GUTTER W/ ATRIUM GRATE WITH WC -17 OR WC -18. CURB CUTS (GRATE ELEV. EXIST. C1L II T PER 10900 -G ACCORDING TO THE STANDARD SPECIFICATION OF THE CURRENT WATER R.O.W. VARIES (25' -42) 30' *SEE NOTE BELOW EASEMENT z� ' IMPERMEABLE LINER 2" OF 318" CRUSHED ROCK �5P -III III ICI I I I I I1 -III III III= [[[ -81 � 30 MIL VISCUEEN LINER HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER hQ o- VARIES (11' -22) OR EQUIVALENT 18' -22' 8' -12' r 1 0.0 -2.0 THE DATE OF ACCEPTANCE. 6" PERFORATED PVC SOIL" LAYER SHALL 1 UNDERDRAIN TO BE BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX _ _ ECKE RANCH ROAD CONNECTED TO STORM WITH NO MORE THAN 5% CLAY CONTENT. THE r PER 6286 -I DRAIN SYSTEM 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS �' 6" HDPE PIPE 0.5' 18" RCP- S' it I � I 30 29 1 fXlS77NG OH LINES pp TO BE EXISTING OH LINES POR110N OF EXISTING I �' TO REMAIN RELOCATED TO REMAIN OH LINES TO BE PLACED PP - -- - -- - UNDERGROUND 31 74 - P __- - pp - li - EXISTING OH UNES ` f' 7 32 E TO BE REMOVED XISTING OH LINE 7z 3 TO BE REMAIN' - - - �I ..- ______ 33 .. _. '- - - - ---- t9 I PP TO BE - \ P_TO BE P _ REMOVED \ REMOVED EXISTING I EXISTING OH LINES} �\ _ TO BE REMOVED P P ±- EXISIT OH L E PP - O 43 - - - - -- - -- i TO BE RE) L -- - -- 9O s OR PLACE TO BE REMOVED 6s UNDERGR( 20 21 zs 24 p� L P ® -- -- 42 36 CP O i 51 �:I 41 40 39 ]8 i I O i'I 37 63 ^73 EXISTING OH LI S �'.� , - - I - -: - TO BE REMOVED ® s0 XIS77NG OH LINES lO O 2 3 O O ss ® ® ®may 6z TO BE REMOVED ,,, I O .I I i - - -- - _ I _ P - - - -- - - STING POWER POLE (PP) TO REMAIN .................... EXISTING POWER POLE (PP) TO BE EX. POWER LINE EXHIBIT REMOVED OR RELOCATED ............. ............................... �. = mm (12 EA) SCALE: I'_-150' CALL TOLL FREE EXISTING OVERHEAD (OH) UTILITIES TO REMAIN......... NOTE: REFERENCE ONLY, REFER TO 1 -800 422 -4133 EXISTING OVERHEAD (OH) UTILITIES TO BE APPROVED SDG &E PLANS FOR DESIGN REMOVED OR PLACED UNDERGROUND .......... _........... - - - -- °0 (-2.305 L.F. ng I[Ak 'FLOW LINE ELEV. PER 10900 -G CONCRETE LUG PER SDRSD D -63 SUBDRAIN CONNECTION TO STORM DRAIN SYSTEM N.T.S. PROPOSED 18" NEW SECTION 2" GRIND TO EXIST. EXIST. SECTION VEDES VD TRENCH RE SURFACING DETAIL N.T.S. REVISIONS Date Ap d REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DI 2 AS - �F3ulz r 7• OUGH GRADING PLAN 10900 -G PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal ONSITE IMPROVEMENT PLAN 10900 -I DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1" =100' QUAIL GARDENS 6514 -1, 5790 -1 IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical CAVnhIV D -VA- C - Inn -I rcn F7 cexne civ -17K 1Ra, /uelm'RR\ u• a D.G. TRAIL 4" MINIMUM D.G. 114" MAX. AGGREGATE SIZE NINE EN Rll I I �- SUBGRADE COMPACTED 95% DECOMPOSED GRANITE (D.G.) TRAIL N.T.S. SUBDIVISION N.T.S. SUBDIVISION BOUNDARY BOUNDARY 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SAN DIEGUITO WATER DISTRICT NOTES 23. ALL SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK PUBLIC 10" 16' 6' CfL 6' 16' 6' 5' SIDEWALK SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE PEDESTRIAN q• Y 1.. WITH WC -17 OR WC -18. jACCESS & 1. WATER MAINS , LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED EXIST. C1L II T GENERAL I ACCORDING TO THE STANDARD SPECIFICATION OF THE CURRENT WATER R.O.W. VARIES (25' -42) 30' *SEE NOTE BELOW EASEMENT AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND 2" OF 318" CRUSHED ROCK �5P -III III ICI I I I I I1 -III III III= [[[ -81 � MAIN. HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER hQ o- VARIES (11' -22) VARIES (14' -20') 18' -22' 8' -12' r 1 0.0 -2.0 THE DATE OF ACCEPTANCE. EX. CURB & I SOIL" LAYER SHALL 1 IMPERMEABLE LINER BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX 1.0 30 -MIL PVC 30 -MIL PVC WITH NO MORE THAN 5% CLAY CONTENT. THE r VARIES 0 " -4' 10' 1 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS �' 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY 0.5' S' WILL BE MADE BY CONTRACTOR , UNDER THE SUPERVISION OF SAN 27 3 t 1 DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY RIGHTS -OF -WAY. EX. CURB & 6" CURB & EX. CURB & N41 4' S' �. THE DEVELOPER. CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE W U RESULTS THE CITY OF TDIEGUI RWATERTEDISTRICT ?% ARE AY COPY SENT TO THEC SAN TO N.T.S. OFFICE. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE ESMT R/W R1W ESMT. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER 10' 73.6' 1 10' 1 PROFILE, THE TOP OF PIPE IS 48 INCHES BELOW CENTERLINE FINISH EX. BERM /CURB 71 �-y GRADE OF THE STREET. 6" MOD. TYPE 'G -2' JoeMiscA CURB & GUTTER WICURB eLEVATrb 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. CUTS 1O'OC AT 45 ANGLE 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTION ROADSIDE TREATMENT SWALE 5' D.G. TRAIL PER 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER DETAIL THIS SHEET BOX FOR EACH RESIDENTIAL LOT. ?j SAXONY ROAD DEEP CONCRETE CURB 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE SUBDIVISION N.T.S. CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. BOUNDARY BRASS PARTS. EXIST. EXIST. 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO R.O.W. 60' R.O.W. 23. ALL SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK r 03' -5, 10" 16' 6' CfL 6' 16' 6' 5' SIDEWALK SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE EXISTS OR WILL BE CONSTRUCTED. q• Y 1.. WITH WC -17 OR WC -18. - II T 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER r I PED. /BIKE *SEE NOTE BELOW 5 • V 1 q 9y 2' 10' 2" OF 318" CRUSHED ROCK �5P -III III ICI I I I I I1 -III III III= [[[ -81 � MAIN. 10" OF 314" CRUSHED ROCK hQ o- PATH - - - -III - III- III-11 III 1= *BIORETENTION "ENGINEERED 7 No. 4 945 � 13 W Ex p• 12 31 / / TURN LANE EX. CURB & I SOIL" LAYER SHALL 1 IMPERMEABLE LINER BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX ' 30 -MIL PVC 30 -MIL PVC WITH NO MORE THAN 5% CLAY CONTENT. THE r GUTTER B -2 �' 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY 27 27 OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY t RIGHTS -OF -WAY. EX. CURB & 6" CURB & EX. CURB & N41 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE GUTTER GUTTER B -2 GUTTER WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE QUAIL GARDENS DRIVE RESULTS THE CITY OF TDIEGUI RWATERTEDISTRICT ARE AY COPY SENT TO THEC SAN TO N.T.S. OFFICE. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE ESMT R/W R1W ESMT. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER 10' 73.6' 1 10' 1 AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 71 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTION 6" WIDE X 22'28" DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR ?j DEEP CONCRETE CURB INSPECTION OF PROJECT. (4" CURB FACE) T-9H- 7% _ 13. FILL AREAS MUST BE COMPACTED TO 900 , PRIOR TO PIPE ' 6" WIDE X 22 DEEP INSTALLATION. CONCRETE CURB (4" CURB FACE) 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT 1 0•' i CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION 6" PERVIOUS CONCRETE* OF, OR THE EXISTENCE OR NON - EXISTENCE OF , ANY UNDERGROUND EMBED CURB 6° 4" PERFORATED PIPE 12" CRUSHED ROCK (314" ANGULAR GRAVEL) UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. LOCATED ®TOP OF INTO NATIVE ON CRUSHED ROCK (CONNECT SUBGRADE THE LOW SIDE TO DRAINAGE SYSTEM) 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE EUGENIE AVENUE CUL FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN SUBDIVISION -DE -SAC 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT BOUNDARY N.T.S. PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. ESMT. RfW R/W ESMT. EWALK j 10' 71.4' 1 10' I 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENT S SHALL HAVE AN 69' APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. 6" WIDE X 22'%28 BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR ?j DEEP CONCRETE CURB COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, (4" CURB FACE) MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE VARIES RESPONSIBILITY OF OWNER. WIDE X 22" DEEP . NCRETE CURB 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN CURB FACE) FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. tiA . EMBED CURB 6" 4" PERFORATED PIPE 6" PERVIOUS CONCRETE* 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN INTO NATIVE ON LOCATED ® TOP OF 12" CRUSHED ROCK (314" ANGULAR GRAVEL) PARALLELING WATER SERVICES. THE LOW SIDE CRUSHED ROCK (CONNECT SUBGRADE TO DRAINAGE SYSTEM) 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT , METERS , VALVES , VALVE PASSIFLORA AVENUE CUL -DE -SAC BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. N.T.S. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF TN A MANNER ACCEPTABLE TO THE SAN DIEGUITO COUNTY WASTE DIVISION. A IVAIIUNAL t<LAUT MIA GUNUMLIL ASSUGIAIIUN (NHM(;A) PLHVIUU5 CUNGRLIL CLNIIFILD CONINACIUH 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE MUST INSTALL THE PERVIOUS CONCRETE. CONTRACTOR IS TO PROVIDE PROOF OF CERTIFICATION TO THE LENTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE ENGINEER FIELD INSPECTOR PRIOR TO START OF WORK. FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT USE BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END THE CITY ENGINEER MAY REQUIRE A CORE SAMPLE OF THE INSTALLED PERVIOUS CONCRETE TO ENSURE OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. THAT THERE IS A MINIMUM VOID CONTENT OF 20 %. IF A MINIMUM VOID CONTENT OF 207 IS NOT USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTIONS COUPLINGS SATISFIED, THE REMOVAL AND REPLACEMENT OF THE PERVIOUS CONCRETE WILL BE REQUIRED TO THE FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE SATISFACTION OF THE CITY ENGINEER. LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL END PIPE LENGTH JOINED TOGETHER WITH IgEN1S(AL CLEVAfSON A 19 -FOOT PLAIN END PIPE TO FORM A CHORD . USE DEFLECTION 6" MOD. TYPE 'G -2' COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION CURB & GUTTER 4 DEEP ROOTED, DENSE, DROUGHT THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO CONTINUE SLOPE TOLERANT PLANTING SUITABLE 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED OF GUTTER TO SWALE FOR WELL DRAINED SOIL UNLESS SPECIFICALLY AUTHORIZED BY THE DISTRICT'S REPRESENTATIVE. ONE LAYER OF COBBLE 6" OPENING IN CURB OR APPROVED GEOTEXTILE 22. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT ® 45' IN DIRECTION OF FOR EROSION CONTROL NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL FLOW, SPACED 10' O.C. POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH OR EQUIVALENT OR EQUIVALENT MIX SHALL CONTAIN 50 -60% SAND, 20 -30% HUNSAKER 6" PERFORATED PVC COMPOST OR HARDWOOD MULCH, AND 20 -301- UNDERDRAIN TO BE NOTE: TOPSOIL. & ASSOCIATES NO LINER AT BOTTOM AS BUILT CONNECTED T O STORM s A N o I e e o, I N C DRAIN SYSTEM SEE 0E1AiL rNSSROE�6SII�E�TT�EATMENTSWALE Dated /G�s PLANNING 9707 Waples Street ALISA SGVIAL ANDO P.E. No. 47945 ENGINEERING San Diego, Ca 92121 � N.T.S. SURVEYING PH(858)558 -4500 FX(858)558.1414 Designed By I Drawn By I Checked By I BY J.C.N. /J.S.R. I J.C.N. /J.S.R. I A.S.V. Plans Pep red Under Supervisiopn f B Date 3/4%/3 Y e MASIH M R By:� ALISA S. VIALPANDO R.C.E. No. 47945 Date: 3 -y -/3 Date: Printed Name My Registration Expires Discipline CIVIL c CITY OF BNCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. KEY MAP & DETAILS: < KEY MAP - NOTES - DETAILS 11294 -1 ALTA - OFFSITE CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 02 OF 10 R: \0530 \ &Eng \Improvement Plan - Offsite\ 0530- IPO- 02.dwg[]Mar -04- 2013:08:09 S BUILT LU a 11 Z LL W 02 LU J O ¢a 2 THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 23. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND 2� ` 5' SIDEWALK SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE q• Y 1.. WITH WC -17 OR WC -18. - II T 18" MIN. ENGINEERED SOIL III I1 =1 III 1= =1 1 =1 =1 L -1 III III II I� TI T =Ili C 1I... III- II II *SEE NOTE BELOW 5 • V 1 q 9y II ICII1 J11 1III III ll III= 1� -j[I 2" OF 318" CRUSHED ROCK �5P -III III ICI I I I I I1 -III III III= [[[ -81 � - 10" OF 314" CRUSHED ROCK hQ o- III -I I - 1 =1 111_111 „ - - - -= J1l -LI 1= 1�=11T - a =1 III F 1 I- - - - -III - III- III-11 III 1= *BIORETENTION "ENGINEERED 7 No. 4 945 � 13 W Ex p• 12 31 / / VOOD - - -III�I ll 111 HII I SOIL" LAYER SHALL IER IMPERMEABLE LINE - - IMPERMEABLE LINER BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX ' 30 -MIL PVC 30 -MIL PVC WITH NO MORE THAN 5% CLAY CONTENT. THE r OR EQUIVALENT OR EQUIVALENT MIX SHALL CONTAIN 50 -60% SAND, 20 -30% HUNSAKER 6" PERFORATED PVC COMPOST OR HARDWOOD MULCH, AND 20 -301- UNDERDRAIN TO BE NOTE: TOPSOIL. & ASSOCIATES NO LINER AT BOTTOM AS BUILT CONNECTED T O STORM s A N o I e e o, I N C DRAIN SYSTEM SEE 0E1AiL rNSSROE�6SII�E�TT�EATMENTSWALE Dated /G�s PLANNING 9707 Waples Street ALISA SGVIAL ANDO P.E. No. 47945 ENGINEERING San Diego, Ca 92121 � N.T.S. SURVEYING PH(858)558 -4500 FX(858)558.1414 Designed By I Drawn By I Checked By I BY J.C.N. /J.S.R. I J.C.N. /J.S.R. I A.S.V. Plans Pep red Under Supervisiopn f B Date 3/4%/3 Y e MASIH M R By:� ALISA S. VIALPANDO R.C.E. No. 47945 Date: 3 -y -/3 Date: Printed Name My Registration Expires Discipline CIVIL c CITY OF BNCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. KEY MAP & DETAILS: < KEY MAP - NOTES - DETAILS 11294 -1 ALTA - OFFSITE CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 02 OF 10 R: \0530 \ &Eng \Improvement Plan - Offsite\ 0530- IPO- 02.dwg[]Mar -04- 2013:08:09 S BUILT LU a 11 Z LL W 02 LU J O ¢a 2 -+ - - RADIUS LENGTH I - 1 N 20'11'47" E SPECIAL DISTRICT 5.75' 6" A.C. DIKE TYPE A' 2 ' 2'07'21" E 9L79' 6" TYPE 'G' C &G* 3 N 2'36'42" E 54.00' 6" A.C. 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WATER DATA (PUBLIC) *C900 DR -14 SEWER DATA (PUBLIC) Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 61752'39" Fr SPECIAL DISTRICT ' U" PVC CL 200* *C900 DR -14 SEWER DATA (PUBLIC) Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 8175239 " SPECIAL DISTRICT 15' $.0 " PC* U ✓ 2 IN 4 052,0 ' P'✓C* 3 IN 27 E 150.97' U" P.C* *SDR -35 STORM DRAIN DATA (PUBLIC) O BEARING /DELTA RADIUS LENGTH REMA 1 h' 61752'39" .: SPECIAL DISTRICT /Foo 12" DBL. 6ARREL*J1 2 IN' 2'05'21" E 1V4. 75' 1U" RCP 3 N 2'05'23" E 170 .92' 1S" RCP Underground Service Alert = 9Er"i8 TOIL 0M CALL TOLL FREE 1 -800 422 -41. WM" MUa®IC E&n i®IOai YOe = i _t�EX4 ROW rEX. SIDEWALK "W". 1V V. 1 V7VV -\I DWG. NO. 10900 -I TPA FF/r IUnTF- OOZ W4 CZ1 Q�??Ci 09L: KEVISIUNS Date I App'd I REFERENCES Date I CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DISTRICT Designed By Drawn By Checked By IFS- F3Vlt. --T ROUGH GRADING PLAN 10900 -G Pi. NO. 1026 (ENC -26) of CITY OF, ENCINITAS SURVEY CONTROL NETWORK PER R.Q.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 Fr W OF SAXONY ELV.= 175.189' (NAVD'88, J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. Horizontal ONSITE IMPROVEMENT PLAN 10900 -I Plans P epared nder Supery isioy� Of y Date al�Z� /3 5 47945 ALISA S. VIALP NDO R.C.E. No. 1"=20' Vertical QUAIL GARDENS 6514 -I, 5790 -1 SAXONY P -K4 R.S. 700 -I ESD 62 1 ^ -R' SAXONY ROAD AA • R /I/ ` ,EVIIEWED BY By: ,,�� V`MASIH HER By:_ Date: 242-40113 _ Date: U F-' W OW O CQ kn I AS BUILT I HUNSAKER & ASSOCIATES S A N D I S C O, I N C SIGNATU PLANNING 9707 Waples Street ALISA S. VIALPANDO P.E. No, 47945 ENGINEERING San Diego, Ca 92121 Printed Name SURVEYING PH(858)558.4500• FX(858)558 -1414 My Registration Expires Discipline CIVIL CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT IMPROVEMENT PLANS: SONY ROAD ALTA - OFFSITE CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA R: \0530 \ &Ena \Improvement Plan - Off site \0530- IPO -03.dw as S B�� U I Drawing No. 11294 -1 SHEET 03 OF 10 w 2 W O cr a. 2 ® �i a it R rill � ®® ®® ® ® ® ® ® ® ® ® ®®®®®® ®® ®®® ® ® ®® ® immmi �i ME ON IIIIIIIIENE 0 I'M MEN ®®®®®®®®®®®®® ® ®® q ® ° > Ih a �a3 iF i 'ar,+ 6 I •I� " s � e ® ® ® ® ®® \ MLLE ® EN IN INN Mm In SOME NONE 0 1 f NNE _ ®Oil a NI ® ®® ®®® —� ; ISM ®® �� ®® •�® � ®® MEM M � I MENEM _ ®® MEEEM ®® No 111M ® ® ® ® ® ® MEN MEMO g,,.r�� ®� ®�_r��I€ X19® ®M��1 MEN gum MAINE NONE al, G , C �E22 ®f�ENM EEEEEEEEi®� EIEE E ' to r -_ MEN E 'IM M iF" '� M I MEN O NNE' "SINE NNENEMEIEEO� � _ EEO N :\ =\ . 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SEWER DATA (PUBLIC) Q 1 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 2'05'23" E 42.00' 8" PVC* 2 N 88'00'00" W U 18.50' 8" PVC* 3 N 2'05'23" E 154.67' 8" PVC* 4 N 87'5437" W 164.00' 38.08' 8" PVC* 5 1'0p8'49" 800.00' 16.01' 8" PVC* 6 N 89'03'2V" 11 O 34,uu 8° PVC* *SDR -35 STORM DRAIN DATA (PUBLIC) CD BEARING /DELTA RADIUS LENGTH REMARKS 1 nl n- n c'no" c IN L V✓ LL C zn n ✓ u i .o" I u RCP 2 1 "d 88'00'07" W U n + cn• I V.✓✓ nAll nnn cT nl.r 3 IV' 2'05'20" E i 01.9T 24" nRCP 4 12'36'51 " 164.00' 1, 24" RCP S N 755-52'420- 11 I 41 1 9., 18" RCP Underground Service Alert CAW ffl 6 YOU VG CALL TOLL FREE 1-800422-41: YMO WMMG DAB fl P YOU OIO - BUIL-7- Date I App'd I REFERENCES ONSITE IMPROVEMENT PLAN 10900 -1 QUAIL GARDENS 6514 -I. 5790 -1 M U E� V1 O W O W O C/] �F I 0 2 _ U 1' 17 " a O J V U rW Q - fP _ 1crZcr:c.)w o 1 lNE'CY' EE SHEET 04 R; 0 o C o _ w �Q� wlJ^I 'a -d LLJ o PR F W czi 7 �a n ¢zooNl om O °m I opQoaNiroQ� O w L, O U � QW O wQ' W 2 ao _�� F lr. !: r I I i 11 +22.71 CONNECT TO EX. C.O. �� I 46 +26.98 CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES r. 33 �^ EXIST, OVERHEAD POWER xw LINES TO BE REMOVED W a W i 1 r O� I I O l�u) SEE SHEET 04 f orn � �' C i ' Xa L6 C. BERM \- EX. 2" H.P. GAS 1yCH RESl11F_ACING __.... MATCH EX. PVMT. 5 +00 2 ED.M. PG. 2 -13 EX. 10 P.V.C. RECYCLED WATER _ET 02 � EX. 16 A.C. WATER M - - -- -- - ---- - - - - -- -- 8" PVC SEWER " .-. o " 18" RCP STORM DRAIN' o M N 3 0 2 _ � 1' 17 " a O J rW W /✓ - fP _ 1crZcr:c.)w z � 1 lNE'CY' EE SHEET 04 R; 0 o C o _ w �Q� wlJ^I 'a -d J o PR F W czi 7 �a n ¢zooNl om O °m I opQoaNiroQ� O w L, O U � QW O wQ' ONO° ZZw0 to LO oNO Zrnao S m �Q ) : X16.6 4.8Y 11 +57..39. 0.14' 1 L. RC r. 33 �^ EXIST, OVERHEAD POWER xw LINES TO BE REMOVED W a W i 1 r O� I I O l�u) SEE SHEET 04 f orn � �' C i ' Xa L6 C. BERM \- EX. 2" H.P. GAS 1yCH RESl11F_ACING __.... MATCH EX. PVMT. 5 +00 2 ED.M. PG. 2 -13 EX. 10 P.V.C. RECYCLED WATER _ET 02 � EX. 16 A.C. WATER M - - -- -- - ---- - - - - -- -- 8" PVC SEWER " .-. o " 18" RCP STORM DRAIN' o M N 3 0 REFERENCE 10900 -G AND 10900 -I FOR ONSITE IMPROVEMENTS CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKIN( LOT ON S SIDE SAXONY PLACE 200 FT W OF I I I I 4 16 +00 XI-EX. C/L j I I I `I ----------- ---------- ISA EX. RCP 4 DROi ri n f ., ° 2 _ � 1' 17 " a O J rW W /✓ - fP _ 1crZcr:c.)w z � 1 lNE'CY' EE SHEET 04 R; 0 o C o _ w �Q� wlJ^I 'a -d J o PR F W czi 7 �a n ¢zooNl om O °m opQoaNiroQ� O w L, O U � QW O ONO° ZZw0 to LO �QWW¢ ¢W S m W �a- UUpl W Ld x z "' �W J to cz, a � h�L ¢??C rW °o a��z CL Lu REFERENCE 10900 -G AND 10900 -I FOR ONSITE IMPROVEMENTS CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKIN( LOT ON S SIDE SAXONY PLACE 200 FT W OF I I I I 4 16 +00 XI-EX. C/L j I I I `I ----------- ---------- ISA EX. RCP 4 DROi ri n f ., ° _� w z � 1' 17 " a O J W /✓ O C) 1 U u� GO J CQ QU Y Q N= t to •x� NOS " 101 M SAXONY ROAD A I O h N � N j N W Z 0 U W ¢I O 2 O U � z W O � UN W 11+ I- 18" 0.03' RT., EC M.H. N0. 4 ", SCALE SF'LCIAL UIS I KIC I Uesi ned by Urawn by I Checked t3y orizontal J.C.N. /J.S.R. J.C.N. /J.S.R. I A.S.V. 1 " =20' , • Plans Pr pared nder Supervision Of By:— Date /eta //3 y Vertical 1 " —R' ALISA S. VIALPA DO R.C.F. No. 47945 Date: EX. CURB & CROSS GUTTER 33 00 elf cr to y °W W W a0 D: a REVIEWED BY No. 47945 Exp. 12/31/13 HUNSAKER AS BUILT & ASSOCIATES SAN DIEGO, INC Dote G S PLANNING 9707 Waples Street SIGNATU E ;r ALISA S. VIALPANDO P.E. N4, 47945 ENGINEERING San Diego, 92121 Printed Name SURVEYING PH(858)558-44 0 W 50 FX(858)558 -14 My Registration Expires Discipline CIVIL -TiTY OF ENCINITAS /� �/ ENGINEERING SERVICES DEPARTMENT Drawing No. By. IMPROVEMENT PLANS: SAXONY R®. 11294 -1 GLCA141 P/10.rM ALTA - OFFSITE Date: :�,1S 13 CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA SHEET 04 OF 10 R: \0530 \ &Eng \Improvement Plan - Off site\ 0530- IPO- 04.dwg[] Feb- 19- 2013:11:2 ril h- ZW W O a 2 J W /✓ C) 1 GO f.l.l Y w a� SCALE SF'LCIAL UIS I KIC I Uesi ned by Urawn by I Checked t3y orizontal J.C.N. /J.S.R. J.C.N. /J.S.R. I A.S.V. 1 " =20' , • Plans Pr pared nder Supervision Of By:— Date /eta //3 y Vertical 1 " —R' ALISA S. VIALPA DO R.C.F. No. 47945 Date: EX. CURB & CROSS GUTTER 33 00 elf cr to y °W W W a0 D: a REVIEWED BY No. 47945 Exp. 12/31/13 HUNSAKER AS BUILT & ASSOCIATES SAN DIEGO, INC Dote G S PLANNING 9707 Waples Street SIGNATU E ;r ALISA S. VIALPANDO P.E. 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It I --I uxj I, a- oo Z3 �� X z 0 14 a- �� . Nr QI Z ��; 00 �� C; P- � �1 6 o6 �-) Ou � z ��: 11#y � _� � z ,C �2 Cq 6 00 .- CN j� � a. ,-,) -- "O 00 ,)0.7 o? 0--) ,1 10 � It 8 " PVC 8"x8"x8" FLG. TEE-I W/ T.B. (4'x4') PUBLIC WATER CONNECTION DETAIL N. T. S. 0 20 40 IIIIIIIIIIIIIII I - 20' AS BUILT !-E No. 47945 Exp. 12/31/13 -aw,�""""""I""""""""` HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street Uj 11_ rt, 117 L A. 0 I', I Z:)IUN/AILWL ENGINEERING San Diego, Ca 92121 ;� ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558-4500- FX(858)558-1414 I'd- Printed Name �� My Registration Expires- Discipline CIVIL I I �a Q) CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. C) IMPROVEMENT PLANS: 6 �. EUGENIE AVENUE 11294-1 z ALTA - OFFSITE . 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(a � � N 1 ed -i � i�� - _j 0 1 i,�s i.-: , (I � is I I. + + - ,2 - C)N �,;8 't ,4- cl:I \ "I Z , � L-1 - - Q) (:� i � - i� 0113E �� P I EUGENIE AVENUE . -_ -_ -_ REFERENCES _ Date CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DISTRICT Designed By I Drawn By I Checked By REVIEWED BY ROUGH GRADING PLAN 10900-G _� PT. NO. 1026 (ENC-26) OF CITY OF ENCINITAS J.C.N./J.S.R. I J.C.N./J.S.R. I A.S.V. i - I SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal - - ONSITE IMPROVEMENT PLAN 10900�1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC - Plan P paored U der Supervision Of . /x/1 -.I- - QUAIL GARDENS 6514-1, 5790-1 IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING 1"=20' ALI Ss Z, Date .;Z12 // 3 By: _AA MASIH MAHER By:,� LOT ON S SIDE SAXONY PLACE 200 FT W OF - Vertical At,=z SAXONY P-K4. R.S. 700-1. ESD 62 SAXOW ELV.=175.189' (NAVD'88) i 11=81 ALISA S. VIALPANIDO R.C.E. No. 47945 Date: 212411-3 Date: 20 CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES ____ __ - a- Q� Q lt�c � V C:I (0 LU z Q� . It I --I uxj I, a- oo Z3 �� X z 0 14 a- �� . Nr QI Z ��; 00 �� C; P- � �1 6 o6 �-) Ou � z ��: 11#y � _� � z ,C �2 Cq 6 00 .- CN j� � a. ,-,) -- "O 00 ,)0.7 o? 0--) ,1 10 � It 8 " PVC 8"x8"x8" FLG. TEE-I W/ T.B. (4'x4') PUBLIC WATER CONNECTION DETAIL N. T. S. 0 20 40 IIIIIIIIIIIIIII I - 20' AS BUILT !-E No. 47945 Exp. 12/31/13 -aw,�""""""I""""""""` HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street Uj 11_ rt, 117 L A. 0 I', I Z:)IUN/AILWL ENGINEERING San Diego, Ca 92121 ;� ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558-4500- FX(858)558-1414 I'd- Printed Name �� My Registration Expires- Discipline CIVIL I I �a Q) CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. C) IMPROVEMENT PLANS: 6 �. EUGENIE AVENUE 11294-1 z ALTA - OFFSITE . CASE NO. 11-115 TMDBMOD/BA/DR/CDP/EIA SHEET 05 OF 10 I ' � RA0530\&Enq\ImProvement Plan - Off sit,-�\0530-IPO-05.dwqrlFeb-21-2013:14:39 AS B" U I Lm"I'" TRAFFIC NOTE. CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256-234-12 I \ EXISTING RETAINING WALL TO REMAIN ' '�,,,� 1 O' MAINT & ACCESS ESMT. ,-, \ ,,�� PER DOC.2013-0112928 REC. 02-20-13 RELOCATE EXISTING FIRE HYDRANT EX. OVERHEAD POWER \ (BLIND FLANGE AND REMOVE VALVE) INES TO REMAIN EXISTING RETAINING WALL TO REMAIN L , " � \ 12 PUBLIC UTILITY ESMT I � RESERVATION ADOPTED ,� I � I I EX. ROW �, APPROVED PER CITY COUNCIL /�, I , I I / // RES. 2012-79 W 1____4 - , I ,�4", � - __ I li 14 _ - _I__�____(,H---- �,- -----, _____ 01�__ _,,,��,____________ ------- ------ 0 1,-4 le" , �0 11 Q 4 , � - k - , 1- - --- - _____ - - - - - - - - - ( ) t� 4 � I - ___1*_1zj_18vF)A,1ATCH ER�tWEWAY p W �, , � �" L . - � 1 4, 1 I - 1 5 � I � * EX 8" ACP WATER TO REMAIN Un . 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(a � � N 1 ed -i � i�� - _j 0 1 i,�s i.-: , (I � is I I. + + - ,2 - C)N �,;8 't ,4- cl:I \ "I Z , � L-1 - - Q) (:� i � - i� 0113E �� P I EUGENIE AVENUE . -_ -_ -_ REFERENCES _ Date CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DISTRICT Designed By I Drawn By I Checked By REVIEWED BY ROUGH GRADING PLAN 10900-G _� PT. NO. 1026 (ENC-26) OF CITY OF ENCINITAS J.C.N./J.S.R. I J.C.N./J.S.R. I A.S.V. i - I SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal - - ONSITE IMPROVEMENT PLAN 10900�1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC - Plan P paored U der Supervision Of . /x/1 -.I- - QUAIL GARDENS 6514-1, 5790-1 IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING 1"=20' ALI Ss Z, Date .;Z12 // 3 By: _AA MASIH MAHER By:,� LOT ON S SIDE SAXONY PLACE 200 FT W OF - Vertical At,=z SAXONY P-K4. R.S. 700-1. ESD 62 SAXOW ELV.=175.189' (NAVD'88) i 11=81 ALISA S. VIALPANIDO R.C.E. No. 47945 Date: 212411-3 Date: 20 CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES ____ __ - a- Q� Q lt�c � V C:I (0 LU z Q� . It I --I uxj I, a- oo Z3 �� X z 0 14 a- �� . Nr QI Z ��; 00 �� C; P- � �1 6 o6 �-) Ou � z ��: 11#y � _� � z ,C �2 Cq 6 00 .- CN j� � a. ,-,) -- "O 00 ,)0.7 o? 0--) ,1 10 � It 8 " PVC 8"x8"x8" FLG. TEE-I W/ T.B. (4'x4') PUBLIC WATER CONNECTION DETAIL N. T. S. 0 20 40 IIIIIIIIIIIIIII I - 20' AS BUILT !-E No. 47945 Exp. 12/31/13 -aw,�""""""I""""""""` HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street Uj 11_ rt, 117 L A. 0 I', I Z:)IUN/AILWL ENGINEERING San Diego, Ca 92121 ;� ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558-4500- FX(858)558-1414 I'd- Printed Name �� My Registration Expires- Discipline CIVIL I I �a Q) CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. C) IMPROVEMENT PLANS: 6 �. EUGENIE AVENUE 11294-1 z ALTA - OFFSITE . CASE NO. 11-115 TMDBMOD/BA/DR/CDP/EIA SHEET 05 OF 10 I ' � RA0530\&Enq\ImProvement Plan - Off sit,-�\0530-IPO-05.dwqrlFeb-21-2013:14:39 AS B" U I Lm"I'" I EUGENIE AVENUE . -_ -_ -_ REFERENCES _ Date CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DISTRICT Designed By I Drawn By I Checked By REVIEWED BY ROUGH GRADING PLAN 10900-G _� PT. NO. 1026 (ENC-26) OF CITY OF ENCINITAS J.C.N./J.S.R. I J.C.N./J.S.R. I A.S.V. i - I SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal - - ONSITE IMPROVEMENT PLAN 10900�1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC - Plan P paored U der Supervision Of . /x/1 -.I- - QUAIL GARDENS 6514-1, 5790-1 IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING 1"=20' ALI Ss Z, Date .;Z12 // 3 By: _AA MASIH MAHER By:,� LOT ON S SIDE SAXONY PLACE 200 FT W OF - Vertical At,=z SAXONY P-K4. R.S. 700-1. ESD 62 SAXOW ELV.=175.189' (NAVD'88) i 11=81 ALISA S. VIALPANIDO R.C.E. No. 47945 Date: 212411-3 Date: 20 CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES ____ __ - a- Q� Q lt�c � V C:I (0 LU z Q� . It I --I uxj I, a- oo Z3 �� X z 0 14 a- �� . Nr QI Z ��; 00 �� C; P- � �1 6 o6 �-) Ou � z ��: 11#y � _� � z ,C �2 Cq 6 00 .- CN j� � a. ,-,) -- "O 00 ,)0.7 o? 0--) ,1 10 � It 8 " PVC 8"x8"x8" FLG. TEE-I W/ T.B. (4'x4') PUBLIC WATER CONNECTION DETAIL N. T. S. 0 20 40 IIIIIIIIIIIIIII I - 20' AS BUILT !-E No. 47945 Exp. 12/31/13 -aw,�""""""I""""""""` HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street Uj 11_ rt, 117 L A. 0 I', I Z:)IUN/AILWL ENGINEERING San Diego, Ca 92121 ;� ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558-4500- FX(858)558-1414 I'd- Printed Name �� My Registration Expires- Discipline CIVIL I I �a Q) CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. C) IMPROVEMENT PLANS: 6 �. EUGENIE AVENUE 11294-1 z ALTA - OFFSITE . CASE NO. 11-115 TMDBMOD/BA/DR/CDP/EIA SHEET 05 OF 10 I ' � RA0530\&Enq\ImProvement Plan - Off sit,-�\0530-IPO-05.dwqrlFeb-21-2013:14:39 AS B" U I Lm"I'" 20 CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES ____ __ - a- Q� Q lt�c � V C:I (0 LU z Q� . It I --I uxj I, a- oo Z3 �� X z 0 14 a- �� . Nr QI Z ��; 00 �� C; P- � �1 6 o6 �-) Ou � z ��: 11#y � _� � z ,C �2 Cq 6 00 .- CN j� � a. ,-,) -- "O 00 ,)0.7 o? 0--) ,1 10 � It 8 " PVC 8"x8"x8" FLG. TEE-I W/ T.B. (4'x4') PUBLIC WATER CONNECTION DETAIL N. T. S. 0 20 40 IIIIIIIIIIIIIII I - 20' AS BUILT !-E No. 47945 Exp. 12/31/13 -aw,�""""""I""""""""` HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 9707 Waples Street Uj 11_ rt, 117 L A. 0 I', I Z:)IUN/AILWL ENGINEERING San Diego, Ca 92121 ;� ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558-4500- FX(858)558-1414 I'd- Printed Name �� My Registration Expires- Discipline CIVIL I I �a Q) CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. C) IMPROVEMENT PLANS: 6 �. EUGENIE AVENUE 11294-1 z ALTA - OFFSITE . CASE NO. 11-115 TMDBMOD/BA/DR/CDP/EIA SHEET 05 OF 10 I ' � RA0530\&Enq\ImProvement Plan - Off sit,-�\0530-IPO-05.dwqrlFeb-21-2013:14:39 AS B" U I Lm"I'" AS B" U I Lm"I'" ®® ® ®®® NOON OEM ®® ® ® ®® 1 � N®® NONE ,, - ®�-© NNN ®IAN : • NONENN 0 • . ' •�• N , p e e O GI 'ai Elie °r Eaan!! / "Ia °'.E s w • ® •I ® EEC: N =�® EM pp JIMEMMOMMMEN NONE NNN No i No ME 1 0 E NNE ® MEN OMEN MEIN 0 No SOMEONE I IMEM 1 NN NN NNNNN N N 0 ® NMI MEN ON O ®NN 01 EE ®® EEE ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N ^.'52'1;" E ti� 6.24' TYPE 'G -1' CURB* 2 Y/ Y "'" 2 S7 �^ ^ ^' Mvv ^" LY.JU TYPE 'G -1' CURB* 3 nc^•nc c." 269 45 ,.� 34.50 .cn n "� IVL.LY TYPE 'G -1' CURB ** 4 8'18'13" 34.50' 5.00' TYPE 'G -1' CURB * ** 5 50'02'07" 30.00' 26.2C' TYPE 'G -1' CURB * ** 6 N 0'52'17" E 4.52' TYPE 'G -1' CURB * ** 7 �' 89'0,43" rr 24.83' TYPE 'G -1' CURB * ** *6" WIDE X 28" DEEP * *6" WIDE X 22" DEEP * * *6" WIDE X 18" DEEP WATER DATA (PUBLIC) *C900 DR -14 BEARING /DELTA RADIUS LENGTH REMARKS 1 S 88'12'30" E ti� 78.78' 8" PVC* 2 N C'S2'35" E 200 00' 4.00' 8" PVC* *C900 DR -14 N mCL(ry �WD;� N N*SDR -35 N + oo t�� 03\ N U m M N2o'�2 .� + OUP , WrM V)U o N t~n NF�m �omLn o I ? APN 256 -233 -0 APN 256- 234 -13 z �� 7 — "o (n m m421 mm o 2 3 5 _j �1 cr f TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256- 233 -19 Q__ �o 20 +19.72 28' LT. 4 SEWER LATERAL a- ( ta i \ o M , PVC SERVING APN 256 - 233 -19 LO 2 i�0 4 1 \ to 303.00 FS, 298,00 I.E. p5 10' MAIN, & ACCESS ESMT. o o 303. S v= PER DOC.20 13- 0 1 12925 ° + � 0 s F : R °, ° REC. 02 -20 -13 °j N EX. POWER POLE TO BE REMOVED 6.0' ° PEA SLw 5 is ° e ROW a� G9 AErE w H r'1 EX. OVERHEAD POWER LINES TO REMAIN I SE SNL d EX. ROW OVERHEAD POWER INES TO BEEUNDERGROUNDED i PRIVATE WATER LINE SERVING f' — RELOCATE EX. . _.._._._ -- - -- -- APN 256 - 233 -19 LOT LIN / - {. - _.. ! 1 " WATER METE ° a 21 +58.48 CB STA RELOCATE EX. GAS TO REMAIN PRIVATE WATER LINE SERVING °, - - - - -- - - - -- - - - - -- - - - - -�- 4" SLED IN _. - - - - - - - - - - - 3 a FIRE HYDRANT, 268.8 FLG ® BERM % LOT 72 t 1R+ P 10 0 -G - - - -- - - - -- 4 I 16 +00 -- - -�- - -- b - -- _ -- - - - - -- U F4 - - -- - -- - - -- F _ V .a£t a a u %' a �i4 _. .mr_ m,-- „o- .,.. P_ .`�,• E LW ( EX. 8" ACP WATER T EMAIN CB STA 20 +78.57 . -- 9 Q p( °$ ASP WATER TO BE REMOVE o C L 16 DWY PER G-19 EXi 12 ACP WATER » a b " _ q ° _._. - 2 5, " PVC SEWER' x.59 �I _ . 7..._ o _.._. a 3� � �..__._ � - -_a - O� BE REMOVED � i ° � �� ° a eo O W BDIVISION BOUNDARY .. i �.. « ^ ° _- O W EX. ACP WATER° .��. .,. yr a, 1 .I. a e to c p, 3 J? B°p a + 8 RY UBDIVISION -EX �8 ACP WATER * NDA - W _ \ / \ TO BE REMOVED U Z2 22 U VACATED PER U� V 1 I 2 W? w" IW� b\ A W U N 5. 1 O ¢O 3W A<o _ FINAL MAP ti oN �5 9tio 0 I m c� W �� -... j j �. * r J p ��t°a 32 , �a o ¢ o 00 46, k >2 - 00 ti0 f - -� 4i0 + o $ x O U O W 00 16 0 I No. 94 U In ti� ^! # a W O U WO �� W� Exp. 12/31/13 W W '° I __. stn h ¢W W N.' a h 0 5, °' sa ~j t `t 4i < 2 Ktik 38 W '� ,` W ti 0 m Q of 2 �" v1 t`t ` _ o� ' �u 2 m W o 30 �o o �4� _ i ? O �ajNO W OW OW I �tnW� �� - M �a -z y\ �W OU E ¢ti O JI,:1� ti� -W •� tp �J Ug O,�W 3"O T ti0 i2 2 ^U WWOU ,UO 00 �U 2W W W m'"7- ` =p tgi10 CIVIL d; O ,U IM + �. ° OU Lkk °,, 72 K2 NJ W2 OF CA1 ¢4 to m , L ¢tea ¢ M ^� N � o U O = _ _ 410 r 0 +19.72 52' RT. 2 S`i 0 3 U W o+ Z Z a M 2 a¢ Z W Q) O o N /� ,. 'N 3 O �� 3 >W PVC SEWER LATERAL �OpN mWW� t�W,hW¢W N ^O��o� JUOON¢NN uWj �� 3UW Om 303. NGFS, 29850 LE. HUNSAKEIZ a¢ to�W�UW 2 W" >ci Underground Service Alert 0 »N UJ Utn¢O' ¢ jW »o ON �o,I � ¢2> W W �O (n It '2 t>;I -NW I- X0;0 h�0 O ONE 00 4>>I _j 3W¢ �� NoIt V. ¢k�� m (n +W{�� +WI�� a� (L— +¢ W�� AS BUILT & ASSOCIATES N�¢� k2N ^ n0.� 1+1 W t~/1 t~/1� > SAN DIECO, INC rsu, a ma 20 0 20 40 60 t� �N�U k O cc t\ o 1\ , d-� W O_ W �r W W rn W W - - CALL TOLL FREE tl- S W I- U �- �U �U N W Ct; W_ Ow: N W O W O Date PLANNING 9707 Waples Street 1 -800 422 -4133 CALE 1 "= 20' SIGNATUR ENGINEERING San Diego, Ca 92121 SSIF RA AVENUE & PUEBLA STREET ALI S. VIAL P.E. No. 47945 <r Prin Name me SURVEYING PH(858)558.4500 FX(858)558 -1414 PA 0 r*o �c oars eMaa YOU we My Registration xpireS Discipline CIVIL I O REVISIONS Date Ap 'd REFERENCES Date CITY OF ENCINITAS BENCH MARK SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o i VOW T HE i' EPA W ROUGH GRADING PLAN 10900 -G PT. No. 1026 ENC -26 OF CITY OF ENCINITAS SCALE ( ) J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal IMPROVEMENT PLANS: O ONSITE IMPROVEMENT PLAN 10900 -1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1 " =20• Plans Pr pa ed Under Supervisioq Of By: By: PASSIFL ®RA AVENUE &PUEBLA STREET 11294 -I Z IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING QUAIL GARDENS 6514 -I 5790 -I LOT oN, s SIDE SAXONY PLACE zoo Fr w of Vertical Date e7 �3 /3 MASIH MAHER GLC*vA/ AUSA4`i ALTA - OFFSITE 47945 Date: O SAXONY P -K4 R.S. 700 -I ESD 62 SAXONY ELV.= 175.189' (NAVD'88) 1 '= ALISA S. VIALPA DO R.C.E. No. 2�2�� (3 Date: - �3 CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06 OF 10 R: \0530 \ &Eng \Improvement Plan - Offsite\ 0530- IPO- 06.dwg[]Feb -21- 2013:14:50 r BEARING /DELTA RADIUS LENGTH REMARKS 1 N 0'52'17 ° E ti� 78.78' 8" PVC* 2 1759'44" 200 00' 5282' 8° PVC* 3 N 89'04'47 " h' 105.04' 8" PVC* N mCL(ry �WD;� N N*SDR -35 N + oo t�� 03\ N U m M N2o'�2 .� + OUP , WrM V)U o N t~n NF�m �omLn o I ? APN 256 -233 -0 APN 256- 234 -13 z �� 7 — "o (n m m421 mm o 2 3 5 _j �1 cr f TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256- 233 -19 Q__ �o 20 +19.72 28' LT. 4 SEWER LATERAL a- ( ta i \ o M , PVC SERVING APN 256 - 233 -19 LO 2 i�0 4 1 \ to 303.00 FS, 298,00 I.E. p5 10' MAIN, & ACCESS ESMT. o o 303. S v= PER DOC.20 13- 0 1 12925 ° + � 0 s F : R °, ° REC. 02 -20 -13 °j N EX. POWER POLE TO BE REMOVED 6.0' ° PEA SLw 5 is ° e ROW a� G9 AErE w H r'1 EX. OVERHEAD POWER LINES TO REMAIN I SE SNL d EX. ROW OVERHEAD POWER INES TO BEEUNDERGROUNDED i PRIVATE WATER LINE SERVING f' — RELOCATE EX. . _.._._._ -- - -- -- APN 256 - 233 -19 LOT LIN / - {. - _.. ! 1 " WATER METE ° a 21 +58.48 CB STA RELOCATE EX. GAS TO REMAIN PRIVATE WATER LINE SERVING °, - - - - -- - - - -- - - - - -- - - - - -�- 4" SLED IN _. - - - - - - - - - - - 3 a FIRE HYDRANT, 268.8 FLG ® BERM % LOT 72 t 1R+ P 10 0 -G - - - -- - - - -- 4 I 16 +00 -- - -�- - -- b - -- _ -- - - - - -- U F4 - - -- - -- - - -- F _ V .a£t a a u %' a �i4 _. .mr_ m,-- „o- .,.. P_ .`�,• E LW ( EX. 8" ACP WATER T EMAIN CB STA 20 +78.57 . -- 9 Q p( °$ ASP WATER TO BE REMOVE o C L 16 DWY PER G-19 EXi 12 ACP WATER » a b " _ q ° _._. - 2 5, " PVC SEWER' x.59 �I _ . 7..._ o _.._. a 3� � �..__._ � - -_a - O� BE REMOVED � i ° � �� ° a eo O W BDIVISION BOUNDARY .. i �.. « ^ ° _- O W EX. ACP WATER° .��. .,. yr a, 1 .I. a e to c p, 3 J? B°p a + 8 RY UBDIVISION -EX �8 ACP WATER * NDA - W _ \ / \ TO BE REMOVED U Z2 22 U VACATED PER U� V 1 I 2 W? w" IW� b\ A W U N 5. 1 O ¢O 3W A<o _ FINAL MAP ti oN �5 9tio 0 I m c� W �� -... j j �. * r J p ��t°a 32 , �a o ¢ o 00 46, k >2 - 00 ti0 f - -� 4i0 + o $ x O U O W 00 16 0 I No. 94 U In ti� ^! # a W O U WO �� W� Exp. 12/31/13 W W '° I __. stn h ¢W W N.' a h 0 5, °' sa ~j t `t 4i < 2 Ktik 38 W '� ,` W ti 0 m Q of 2 �" v1 t`t ` _ o� ' �u 2 m W o 30 �o o �4� _ i ? O �ajNO W OW OW I �tnW� �� - M �a -z y\ �W OU E ¢ti O JI,:1� ti� -W •� tp �J Ug O,�W 3"O T ti0 i2 2 ^U WWOU ,UO 00 �U 2W W W m'"7- ` =p tgi10 CIVIL d; O ,U IM + �. ° OU Lkk °,, 72 K2 NJ W2 OF CA1 ¢4 to m , L ¢tea ¢ M ^� N � o U O = _ _ 410 r 0 +19.72 52' RT. 2 S`i 0 3 U W o+ Z Z a M 2 a¢ Z W Q) O o N /� ,. 'N 3 O �� 3 >W PVC SEWER LATERAL �OpN mWW� t�W,hW¢W N ^O��o� JUOON¢NN uWj �� 3UW Om 303. NGFS, 29850 LE. HUNSAKEIZ a¢ to�W�UW 2 W" >ci Underground Service Alert 0 »N UJ Utn¢O' ¢ jW »o ON �o,I � ¢2> W W �O (n It '2 t>;I -NW I- X0;0 h�0 O ONE 00 4>>I _j 3W¢ �� NoIt V. ¢k�� m (n +W{�� +WI�� a� (L— +¢ W�� AS BUILT & ASSOCIATES N�¢� k2N ^ n0.� 1+1 W t~/1 t~/1� > SAN DIECO, INC rsu, a ma 20 0 20 40 60 t� �N�U k O cc t\ o 1\ , d-� W O_ W �r W W rn W W - - CALL TOLL FREE tl- S W I- U �- �U �U N W Ct; W_ Ow: N W O W O Date PLANNING 9707 Waples Street 1 -800 422 -4133 CALE 1 "= 20' SIGNATUR ENGINEERING San Diego, Ca 92121 SSIF RA AVENUE & PUEBLA STREET ALI S. VIAL P.E. No. 47945 <r Prin Name me SURVEYING PH(858)558.4500 FX(858)558 -1414 PA 0 r*o �c oars eMaa YOU we My Registration xpireS Discipline CIVIL I O REVISIONS Date Ap 'd REFERENCES Date CITY OF ENCINITAS BENCH MARK SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o i VOW T HE i' EPA W ROUGH GRADING PLAN 10900 -G PT. No. 1026 ENC -26 OF CITY OF ENCINITAS SCALE ( ) J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal IMPROVEMENT PLANS: O ONSITE IMPROVEMENT PLAN 10900 -1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1 " =20• Plans Pr pa ed Under Supervisioq Of By: By: PASSIFL ®RA AVENUE &PUEBLA STREET 11294 -I Z IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING QUAIL GARDENS 6514 -I 5790 -I LOT oN, s SIDE SAXONY PLACE zoo Fr w of Vertical Date e7 �3 /3 MASIH MAHER GLC*vA/ AUSA4`i ALTA - OFFSITE 47945 Date: O SAXONY P -K4 R.S. 700 -I ESD 62 SAXONY ELV.= 175.189' (NAVD'88) 1 '= ALISA S. VIALPA DO R.C.E. No. 2�2�� (3 Date: - �3 CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06 OF 10 R: \0530 \ &Eng \Improvement Plan - Offsite\ 0530- IPO- 06.dwg[]Feb -21- 2013:14:50 r O I ti 2 g �o W ti� J mC Z3 'Coco Z3 JO 0 2a W U W ITV J I R N O� m is J >O N mCL(ry �WD;� N N*SDR -35 N + oo t�� 03\ N U m M N2o'�2 .� + OUP , WrM V)U o N t~n NF�m �omLn o I ? APN 256 -233 -0 APN 256- 234 -13 z �� 7 — "o (n m m421 mm o 2 3 5 _j �1 cr f TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256- 233 -19 Q__ �o 20 +19.72 28' LT. 4 SEWER LATERAL a- ( ta i \ o M , PVC SERVING APN 256 - 233 -19 LO 2 i�0 4 1 \ to 303.00 FS, 298,00 I.E. p5 10' MAIN, & ACCESS ESMT. o o 303. S v= PER DOC.20 13- 0 1 12925 ° + � 0 s F : R °, ° REC. 02 -20 -13 °j N EX. POWER POLE TO BE REMOVED 6.0' ° PEA SLw 5 is ° e ROW a� G9 AErE w H r'1 EX. OVERHEAD POWER LINES TO REMAIN I SE SNL d EX. ROW OVERHEAD POWER INES TO BEEUNDERGROUNDED i PRIVATE WATER LINE SERVING f' — RELOCATE EX. . _.._._._ -- - -- -- APN 256 - 233 -19 LOT LIN / - {. - _.. ! 1 " WATER METE ° a 21 +58.48 CB STA RELOCATE EX. GAS TO REMAIN PRIVATE WATER LINE SERVING °, - - - - -- - - - -- - - - - -- - - - - -�- 4" SLED IN _. - - - - - - - - - - - 3 a FIRE HYDRANT, 268.8 FLG ® BERM % LOT 72 t 1R+ P 10 0 -G - - - -- - - - -- 4 I 16 +00 -- - -�- - -- b - -- _ -- - - - - -- U F4 - - -- - -- - - -- F _ V .a£t a a u %' a �i4 _. .mr_ m,-- „o- .,.. P_ .`�,• E LW ( EX. 8" ACP WATER T EMAIN CB STA 20 +78.57 . -- 9 Q p( °$ ASP WATER TO BE REMOVE o C L 16 DWY PER G-19 EXi 12 ACP WATER » a b " _ q ° _._. - 2 5, " PVC SEWER' x.59 �I _ . 7..._ o _.._. a 3� � �..__._ � - -_a - O� BE REMOVED � i ° � �� ° a eo O W BDIVISION BOUNDARY .. i �.. « ^ ° _- O W EX. ACP WATER° .��. .,. yr a, 1 .I. a e to c p, 3 J? B°p a + 8 RY UBDIVISION -EX �8 ACP WATER * NDA - W _ \ / \ TO BE REMOVED U Z2 22 U VACATED PER U� V 1 I 2 W? w" IW� b\ A W U N 5. 1 O ¢O 3W A<o _ FINAL MAP ti oN �5 9tio 0 I m c� W �� -... j j �. * r J p ��t°a 32 , �a o ¢ o 00 46, k >2 - 00 ti0 f - -� 4i0 + o $ x O U O W 00 16 0 I No. 94 U In ti� ^! # a W O U WO �� W� Exp. 12/31/13 W W '° I __. stn h ¢W W N.' a h 0 5, °' sa ~j t `t 4i < 2 Ktik 38 W '� ,` W ti 0 m Q of 2 �" v1 t`t ` _ o� ' �u 2 m W o 30 �o o �4� _ i ? O �ajNO W OW OW I �tnW� �� - M �a -z y\ �W OU E ¢ti O JI,:1� ti� -W •� tp �J Ug O,�W 3"O T ti0 i2 2 ^U WWOU ,UO 00 �U 2W W W m'"7- ` =p tgi10 CIVIL d; O ,U IM + �. ° OU Lkk °,, 72 K2 NJ W2 OF CA1 ¢4 to m , L ¢tea ¢ M ^� N � o U O = _ _ 410 r 0 +19.72 52' RT. 2 S`i 0 3 U W o+ Z Z a M 2 a¢ Z W Q) O o N /� ,. 'N 3 O �� 3 >W PVC SEWER LATERAL �OpN mWW� t�W,hW¢W N ^O��o� JUOON¢NN uWj �� 3UW Om 303. NGFS, 29850 LE. HUNSAKEIZ a¢ to�W�UW 2 W" >ci Underground Service Alert 0 »N UJ Utn¢O' ¢ jW »o ON �o,I � ¢2> W W �O (n It '2 t>;I -NW I- X0;0 h�0 O ONE 00 4>>I _j 3W¢ �� NoIt V. ¢k�� m (n +W{�� +WI�� a� (L— +¢ W�� AS BUILT & ASSOCIATES N�¢� k2N ^ n0.� 1+1 W t~/1 t~/1� > SAN DIECO, INC rsu, a ma 20 0 20 40 60 t� �N�U k O cc t\ o 1\ , d-� W O_ W �r W W rn W W - - CALL TOLL FREE tl- S W I- U �- �U �U N W Ct; W_ Ow: N W O W O Date PLANNING 9707 Waples Street 1 -800 422 -4133 CALE 1 "= 20' SIGNATUR ENGINEERING San Diego, Ca 92121 SSIF RA AVENUE & PUEBLA STREET ALI S. VIAL P.E. No. 47945 <r Prin Name me SURVEYING PH(858)558.4500 FX(858)558 -1414 PA 0 r*o �c oars eMaa YOU we My Registration xpireS Discipline CIVIL I O REVISIONS Date Ap 'd REFERENCES Date CITY OF ENCINITAS BENCH MARK SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o i VOW T HE i' EPA W ROUGH GRADING PLAN 10900 -G PT. No. 1026 ENC -26 OF CITY OF ENCINITAS SCALE ( ) J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontal IMPROVEMENT PLANS: O ONSITE IMPROVEMENT PLAN 10900 -1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1 " =20• Plans Pr pa ed Under Supervisioq Of By: By: PASSIFL ®RA AVENUE &PUEBLA STREET 11294 -I Z IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING QUAIL GARDENS 6514 -I 5790 -I LOT oN, s SIDE SAXONY PLACE zoo Fr w of Vertical Date e7 �3 /3 MASIH MAHER GLC*vA/ AUSA4`i ALTA - OFFSITE 47945 Date: O SAXONY P -K4 R.S. 700 -I ESD 62 SAXONY ELV.= 175.189' (NAVD'88) 1 '= ALISA S. VIALPA DO R.C.E. No. 2�2�� (3 Date: - �3 CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06 OF 10 R: \0530 \ &Eng \Improvement Plan - Offsite\ 0530- IPO- 06.dwg[]Feb -21- 2013:14:50 r mom 01 N �'p ®� ! '! !ill ." 'i !11 8 C. ® ®fl4i ! c •I;E; ® ® ®�r - III ' e ® I mill o 0 i e O � L fiTi7 G t MEMO _ oil ON -.041 EISEN! MI NOW MORE= on EMIN 10111110111 MINI •r Yr •n -ii . iu iu.. 1 I i i0 Ci. a \� � � • i e MEN MEE • OMB„ � IIII O MIME MEN ME MNN MM N ME 0=00000 NN E NINON NONE ON _. : g ;: g ri .i �i ! ii ■ OO � s` . � � � � I I it �� N Y • ` i e e p ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 &I V JL 1 / / G i' ^' a J ""' 0.LT TYPE 'G -1 ' CURB* 2 47 42'S7" 30CC' 24.98' TYPE 'G -1' CURB* 3 269'26'51 ° 34.50' 61.05 TYPE 'G -1 ' CURB* 4 269' '" 26 . I C 119 TYPE 'G -1 ' CURB ** ? 34.5C' 5.00' TYPE 'G -1 ' CURB * ** 6 50'02'C7" 3C.00' 26.20' IYPE 'G -1' CURB * ** 7 N 52' 17 " E 4.52' TYPE 'G -1 ' CURB * ** 8 Al 89'07'43" I!; 24.83' TYPE 'G -1' CURB * ** *6" WIDE X 28" DEEP (4" HIGH) * *6" WIDE X 22" DEEP (4" HIGH) * * *6" WIDE X 18" DEEP (0" HIGH) WATER DATA (PUBLIC) /,\ *C900 OR -14 BEARING /DELTA RADIUS N TH REMARKS 1 S 88 12'JO" Er J 47.81' 8" PVC* 21N 0'52'35" E I `41,89' 8" PVC* /,\ *C900 OR -14 *SDR -35 BEARING /DELTA RADIUS LENGTH REMARKS 1 .J 0'52'17" E J 78J8' 8" PVC* 2 1759'44" GVV.VV 52.82' 8" PVC* 3 N 89'04'47" �; ti 105.04' 8" PVC* *SDR -35 WATER VALVES AT INTERSECTION OF PASSIFLORA AVE. /PUEBLA ST. & EUGENIE AVE. /PUEBLA STREET MUST BE INSTALLED AT THE SAME TIME. �' i I NrovWO� Q�tiz APN 256-233-07 7- W =N L2UUm /NST.4LL 8 "G.V. W; 2- 3 6 10 MAINT. & ACCESS E.' LU 0.' PER DOC.2013- 0112925 - �a a� Q 17+51.15, 10,41' LT., d W 5 I INSTALL 8x8 x6" TEE W R & (1) 6" G.V. (W/RESTA Q ca �90 WATER c 3517' EX. OVERHEAD POWER LINES TO REMAIN r - - - - -- - - - - - - - 3 '4" SUBDRAIN ° - - -- -- ----- - - - - -- I 0 PER 10900 -G 16 +00 1 R +0 U [� PERVIOUS -1 Vt H EX. 8" ACP WATER TO REMAIN CB STA 20 +78.57 CONCRETE C L 16' DWY. PER G -14 SEE SHT. -02 ( i / d O W I SUBDIVISION BOUNDARY W 4 + - _ _ Z 0_ N j I ayk4W � ti �1l � I W) �o o ti q o� r , 4 o. W:QO f W T `i QmZ� N 2 W Q Q�CA m m U ,0 i Lj �1 Underground Service Alert ceu aeroas mu am 20 0 20 40 60 CALL TOLL FREE 1 -800 422 -4133 SCALE 1 "= 20' em aoamic UB areas ro0 ac REVISIONS Date I App'd REFERENCES 1 REVISE PUBLIC WATER (SDWD) •2$4 OUGH GRADING PLAN 1090 2- AS -.BU/L.T- A bL 'hK•1 IZIA I ONSITF IMPROVFMFNT PI AN .UCIVb DJ 14 —I, -u4 R C 7nn- U OW^ I J ICON , m „o N W�cc PASSIF Date I CITY OF ENCINITAS BENCH MARK SCALE PT. N0. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontf -I DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1"=20' IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical 12 SAXONY ELV.= 175.189' (NAVD'88) 1 " =8' U DLO rn �QQ N �, Q CN U 0 ' O n kZLL n n0 k LL 2 TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256- 233 -19 2Q±19 .72. 28' LT. 4 PVC SEWER LATERAL SERVING APN 256- 233 -19 303.00 FS, 298.00 LE EX. POWER POLE TO BE REMOVED 2 RELOCATE EX FIRE HYDRANT PORTION OF PUEBLA UsEO 5 GU POLE n ROW STREET TO BE VACATED //UST LL _ ....� .�, _ . _ . .._..._ . _.�. Sewell G.o• �EX. ROW EX. OVERHEAD POWER LINES LOT LINE PRIVATE WATER LINE SERVING TO 'BE UNDERGROUNDED __ -- - -_- ___ _____ ,,., _. _. APN 256-233-19 >v 21458.48 CB STA RELOCA77 EX. GAS TO REMAIN PRIVATE WATER LINE SERVING FIRE - HYDRANT B.O., 268.8 FLG 0 BERM LOT 72 _ 1 �/ - - - -- - - - ---/ - - - -- - o CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES /VISTA L L 'NO PARVNG' S/GA/S PER 0.0. 6. FIRE DEPT. RECOMMENQ4 d / — RELOCATE EX. ,_�s 1 " WATER ME - -- I - J - - - - - - - d. d., a EX 8" %iLP WATERa70 BE REMOVEI�y EX, 12 ACP WATER �..,. - 5' c. �,. PVC SEWER' �___, 13.5 _.. _._.- 0� BE EMOV � 5.030 a 3 d 2z 0'� 3 c G .EX' 8 ACP WA ER- SUBDIVISIO O ;' d J. --- BOUNDARY p r . v TO BE REMOVED 2 to a ESMT. TO BE W J IL nu b VACATED PER U2 U J / / / /// FINAL MAP � U -� Q $ W LZ^ a �m oJ� 0 N Q O 0O 3j 6,0 ° IOj -� O U OWW V 00 " ui oU rn W oxU wo 47 1'6 � 4i ` 2 � 2 co W o� 303' �o L o�nw - �w WWOV Wo vco QUQ` 3� O v � � N �Y p ' � (Y O V w`lw Ip �4 P � .l� � n . 9 n Cn• /JT er'"' LuU Q�CN M m p Z L.. tv i.,0 f %- r•r9:7z� ✓�rm- Q oWn LQ ON Ug mW )j0 pN D;O Q. U SON a Oo LU 0�-ICO F W � W �U NW �Q� N 0- N fL N N J J � QtZUQ 0.0 �? 2 0 NUE & PUEBLA STREET Designed By Drawn By Checked By REVIEWED BY J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. Plans Prepared Under Supervision Of By: B_ S. Date 3/20//3 MASIH MAHER y. ALISA S. VIALFFANDO R.C.E. No. 47945 Date: Date: SNE�� ..4 . ®. h U U Q ;N No. 47945 Exp. 12/31/13 HUNSAKER W�nz on r�nno cn�� 2 AS BUILT & ASSOCIATES (� SAN DIEDO, INC ,.CJ.•'S- �� Date PLANNING 9707 Waples Street SIGNATU ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500 FX(858)558-1414 0, Printed Name My Registration Expires Discipline CIVIL O CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o MPROVEMENT PLANS: PASSIFLORA AVENUE & PUEBLA STREET 11294 -1 z ALTA - OFFSITE ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06A F 1 R: \0530 \ &Eng \Im prove ment Plan - Off site \0530- IPO- 06.dwg[]Mar -2 - 3:09:19 Ua L 1 • i � o APN 256- 234 -13 a Q W J M Q LO � WW mU ti Qom^ LU O °o Z)2RI a �w ? U � gg �Z a a N WATER VALVES AT INTERSECTION OF PASSIFLORA AVE. /PUEBLA ST. & EUGENIE AVE. /PUEBLA STREET MUST BE INSTALLED AT THE SAME TIME. �' i I NrovWO� Q�tiz APN 256-233-07 7- W =N L2UUm /NST.4LL 8 "G.V. W; 2- 3 6 10 MAINT. & ACCESS E.' LU 0.' PER DOC.2013- 0112925 - �a a� Q 17+51.15, 10,41' LT., d W 5 I INSTALL 8x8 x6" TEE W R & (1) 6" G.V. (W/RESTA Q ca �90 WATER c 3517' EX. OVERHEAD POWER LINES TO REMAIN r - - - - -- - - - - - - - 3 '4" SUBDRAIN ° - - -- -- ----- - - - - -- I 0 PER 10900 -G 16 +00 1 R +0 U [� PERVIOUS -1 Vt H EX. 8" ACP WATER TO REMAIN CB STA 20 +78.57 CONCRETE C L 16' DWY. PER G -14 SEE SHT. -02 ( i / d O W I SUBDIVISION BOUNDARY W 4 + - _ _ Z 0_ N j I ayk4W � ti �1l � I W) �o o ti q o� r , 4 o. W:QO f W T `i QmZ� N 2 W Q Q�CA m m U ,0 i Lj �1 Underground Service Alert ceu aeroas mu am 20 0 20 40 60 CALL TOLL FREE 1 -800 422 -4133 SCALE 1 "= 20' em aoamic UB areas ro0 ac REVISIONS Date I App'd REFERENCES 1 REVISE PUBLIC WATER (SDWD) •2$4 OUGH GRADING PLAN 1090 2- AS -.BU/L.T- A bL 'hK•1 IZIA I ONSITF IMPROVFMFNT PI AN .UCIVb DJ 14 —I, -u4 R C 7nn- U OW^ I J ICON , m „o N W�cc PASSIF Date I CITY OF ENCINITAS BENCH MARK SCALE PT. N0. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontf -I DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1"=20' IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical 12 SAXONY ELV.= 175.189' (NAVD'88) 1 " =8' U DLO rn �QQ N �, Q CN U 0 ' O n kZLL n n0 k LL 2 TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256- 233 -19 2Q±19 .72. 28' LT. 4 PVC SEWER LATERAL SERVING APN 256- 233 -19 303.00 FS, 298.00 LE EX. POWER POLE TO BE REMOVED 2 RELOCATE EX FIRE HYDRANT PORTION OF PUEBLA UsEO 5 GU POLE n ROW STREET TO BE VACATED //UST LL _ ....� .�, _ . _ . .._..._ . _.�. Sewell G.o• �EX. ROW EX. OVERHEAD POWER LINES LOT LINE PRIVATE WATER LINE SERVING TO 'BE UNDERGROUNDED __ -- - -_- ___ _____ ,,., _. _. APN 256-233-19 >v 21458.48 CB STA RELOCA77 EX. GAS TO REMAIN PRIVATE WATER LINE SERVING FIRE - HYDRANT B.O., 268.8 FLG 0 BERM LOT 72 _ 1 �/ - - - -- - - - ---/ - - - -- - o CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES /VISTA L L 'NO PARVNG' S/GA/S PER 0.0. 6. FIRE DEPT. RECOMMENQ4 d / — RELOCATE EX. ,_�s 1 " WATER ME - -- I - J - - - - - - - d. d., a EX 8" %iLP WATERa70 BE REMOVEI�y EX, 12 ACP WATER �..,. - 5' c. �,. PVC SEWER' �___, 13.5 _.. _._.- 0� BE EMOV � 5.030 a 3 d 2z 0'� 3 c G .EX' 8 ACP WA ER- SUBDIVISIO O ;' d J. --- BOUNDARY p r . v TO BE REMOVED 2 to a ESMT. TO BE W J IL nu b VACATED PER U2 U J / / / /// FINAL MAP � U -� Q $ W LZ^ a �m oJ� 0 N Q O 0O 3j 6,0 ° IOj -� O U OWW V 00 " ui oU rn W oxU wo 47 1'6 � 4i ` 2 � 2 co W o� 303' �o L o�nw - �w WWOV Wo vco QUQ` 3� O v � � N �Y p ' � (Y O V w`lw Ip �4 P � .l� � n . 9 n Cn• /JT er'"' LuU Q�CN M m p Z L.. tv i.,0 f %- r•r9:7z� ✓�rm- Q oWn LQ ON Ug mW )j0 pN D;O Q. U SON a Oo LU 0�-ICO F W � W �U NW �Q� N 0- N fL N N J J � QtZUQ 0.0 �? 2 0 NUE & PUEBLA STREET Designed By Drawn By Checked By REVIEWED BY J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. Plans Prepared Under Supervision Of By: B_ S. Date 3/20//3 MASIH MAHER y. ALISA S. VIALFFANDO R.C.E. No. 47945 Date: Date: SNE�� ..4 . ®. h U U Q ;N No. 47945 Exp. 12/31/13 HUNSAKER W�nz on r�nno cn�� 2 AS BUILT & ASSOCIATES (� SAN DIEDO, INC ,.CJ.•'S- �� Date PLANNING 9707 Waples Street SIGNATU ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500 FX(858)558-1414 0, Printed Name My Registration Expires Discipline CIVIL O CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o MPROVEMENT PLANS: PASSIFLORA AVENUE & PUEBLA STREET 11294 -1 z ALTA - OFFSITE ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06A F 1 R: \0530 \ &Eng \Im prove ment Plan - Off site \0530- IPO- 06.dwg[]Mar -2 - 3:09:19 Ua L 1 • i � o N � Q W J M Q LO w �w ? U � �Z a U0 Q O ?O gCS / WATER VALVES AT INTERSECTION OF PASSIFLORA AVE. /PUEBLA ST. & EUGENIE AVE. /PUEBLA STREET MUST BE INSTALLED AT THE SAME TIME. �' i I NrovWO� Q�tiz APN 256-233-07 7- W =N L2UUm /NST.4LL 8 "G.V. W; 2- 3 6 10 MAINT. & ACCESS E.' LU 0.' PER DOC.2013- 0112925 - �a a� Q 17+51.15, 10,41' LT., d W 5 I INSTALL 8x8 x6" TEE W R & (1) 6" G.V. (W/RESTA Q ca �90 WATER c 3517' EX. OVERHEAD POWER LINES TO REMAIN r - - - - -- - - - - - - - 3 '4" SUBDRAIN ° - - -- -- ----- - - - - -- I 0 PER 10900 -G 16 +00 1 R +0 U [� PERVIOUS -1 Vt H EX. 8" ACP WATER TO REMAIN CB STA 20 +78.57 CONCRETE C L 16' DWY. PER G -14 SEE SHT. -02 ( i / d O W I SUBDIVISION BOUNDARY W 4 + - _ _ Z 0_ N j I ayk4W � ti �1l � I W) �o o ti q o� r , 4 o. W:QO f W T `i QmZ� N 2 W Q Q�CA m m U ,0 i Lj �1 Underground Service Alert ceu aeroas mu am 20 0 20 40 60 CALL TOLL FREE 1 -800 422 -4133 SCALE 1 "= 20' em aoamic UB areas ro0 ac REVISIONS Date I App'd REFERENCES 1 REVISE PUBLIC WATER (SDWD) •2$4 OUGH GRADING PLAN 1090 2- AS -.BU/L.T- A bL 'hK•1 IZIA I ONSITF IMPROVFMFNT PI AN .UCIVb DJ 14 —I, -u4 R C 7nn- U OW^ I J ICON , m „o N W�cc PASSIF Date I CITY OF ENCINITAS BENCH MARK SCALE PT. N0. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontf -I DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1"=20' IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical 12 SAXONY ELV.= 175.189' (NAVD'88) 1 " =8' U DLO rn �QQ N �, Q CN U 0 ' O n kZLL n n0 k LL 2 TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256- 233 -19 2Q±19 .72. 28' LT. 4 PVC SEWER LATERAL SERVING APN 256- 233 -19 303.00 FS, 298.00 LE EX. POWER POLE TO BE REMOVED 2 RELOCATE EX FIRE HYDRANT PORTION OF PUEBLA UsEO 5 GU POLE n ROW STREET TO BE VACATED //UST LL _ ....� .�, _ . _ . .._..._ . _.�. Sewell G.o• �EX. ROW EX. OVERHEAD POWER LINES LOT LINE PRIVATE WATER LINE SERVING TO 'BE UNDERGROUNDED __ -- - -_- ___ _____ ,,., _. _. APN 256-233-19 >v 21458.48 CB STA RELOCA77 EX. GAS TO REMAIN PRIVATE WATER LINE SERVING FIRE - HYDRANT B.O., 268.8 FLG 0 BERM LOT 72 _ 1 �/ - - - -- - - - ---/ - - - -- - o CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES /VISTA L L 'NO PARVNG' S/GA/S PER 0.0. 6. FIRE DEPT. RECOMMENQ4 d / — RELOCATE EX. ,_�s 1 " WATER ME - -- I - J - - - - - - - d. d., a EX 8" %iLP WATERa70 BE REMOVEI�y EX, 12 ACP WATER �..,. - 5' c. �,. PVC SEWER' �___, 13.5 _.. _._.- 0� BE EMOV � 5.030 a 3 d 2z 0'� 3 c G .EX' 8 ACP WA ER- SUBDIVISIO O ;' d J. --- BOUNDARY p r . v TO BE REMOVED 2 to a ESMT. TO BE W J IL nu b VACATED PER U2 U J / / / /// FINAL MAP � U -� Q $ W LZ^ a �m oJ� 0 N Q O 0O 3j 6,0 ° IOj -� O U OWW V 00 " ui oU rn W oxU wo 47 1'6 � 4i ` 2 � 2 co W o� 303' �o L o�nw - �w WWOV Wo vco QUQ` 3� O v � � N �Y p ' � (Y O V w`lw Ip �4 P � .l� � n . 9 n Cn• /JT er'"' LuU Q�CN M m p Z L.. tv i.,0 f %- r•r9:7z� ✓�rm- Q oWn LQ ON Ug mW )j0 pN D;O Q. U SON a Oo LU 0�-ICO F W � W �U NW �Q� N 0- N fL N N J J � QtZUQ 0.0 �? 2 0 NUE & PUEBLA STREET Designed By Drawn By Checked By REVIEWED BY J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. Plans Prepared Under Supervision Of By: B_ S. Date 3/20//3 MASIH MAHER y. ALISA S. VIALFFANDO R.C.E. No. 47945 Date: Date: SNE�� ..4 . ®. h U U Q ;N No. 47945 Exp. 12/31/13 HUNSAKER W�nz on r�nno cn�� 2 AS BUILT & ASSOCIATES (� SAN DIEDO, INC ,.CJ.•'S- �� Date PLANNING 9707 Waples Street SIGNATU ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500 FX(858)558-1414 0, Printed Name My Registration Expires Discipline CIVIL O CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o MPROVEMENT PLANS: PASSIFLORA AVENUE & PUEBLA STREET 11294 -1 z ALTA - OFFSITE ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06A F 1 R: \0530 \ &Eng \Im prove ment Plan - Off site \0530- IPO- 06.dwg[]Mar -2 - 3:09:19 Ua L 1 • i � Q W W LO a U � �Z a WATER VALVES AT INTERSECTION OF PASSIFLORA AVE. /PUEBLA ST. & EUGENIE AVE. /PUEBLA STREET MUST BE INSTALLED AT THE SAME TIME. �' i I NrovWO� Q�tiz APN 256-233-07 7- W =N L2UUm /NST.4LL 8 "G.V. W; 2- 3 6 10 MAINT. & ACCESS E.' LU 0.' PER DOC.2013- 0112925 - �a a� Q 17+51.15, 10,41' LT., d W 5 I INSTALL 8x8 x6" TEE W R & (1) 6" G.V. (W/RESTA Q ca �90 WATER c 3517' EX. OVERHEAD POWER LINES TO REMAIN r - - - - -- - - - - - - - 3 '4" SUBDRAIN ° - - -- -- ----- - - - - -- I 0 PER 10900 -G 16 +00 1 R +0 U [� PERVIOUS -1 Vt H EX. 8" ACP WATER TO REMAIN CB STA 20 +78.57 CONCRETE C L 16' DWY. PER G -14 SEE SHT. -02 ( i / d O W I SUBDIVISION BOUNDARY W 4 + - _ _ Z 0_ N j I ayk4W � ti �1l � I W) �o o ti q o� r , 4 o. W:QO f W T `i QmZ� N 2 W Q Q�CA m m U ,0 i Lj �1 Underground Service Alert ceu aeroas mu am 20 0 20 40 60 CALL TOLL FREE 1 -800 422 -4133 SCALE 1 "= 20' em aoamic UB areas ro0 ac REVISIONS Date I App'd REFERENCES 1 REVISE PUBLIC WATER (SDWD) •2$4 OUGH GRADING PLAN 1090 2- AS -.BU/L.T- A bL 'hK•1 IZIA I ONSITF IMPROVFMFNT PI AN .UCIVb DJ 14 —I, -u4 R C 7nn- U OW^ I J ICON , m „o N W�cc PASSIF Date I CITY OF ENCINITAS BENCH MARK SCALE PT. N0. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontf -I DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1"=20' IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical 12 SAXONY ELV.= 175.189' (NAVD'88) 1 " =8' U DLO rn �QQ N �, Q CN U 0 ' O n kZLL n n0 k LL 2 TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256- 233 -19 2Q±19 .72. 28' LT. 4 PVC SEWER LATERAL SERVING APN 256- 233 -19 303.00 FS, 298.00 LE EX. POWER POLE TO BE REMOVED 2 RELOCATE EX FIRE HYDRANT PORTION OF PUEBLA UsEO 5 GU POLE n ROW STREET TO BE VACATED //UST LL _ ....� .�, _ . _ . .._..._ . _.�. Sewell G.o• �EX. ROW EX. OVERHEAD POWER LINES LOT LINE PRIVATE WATER LINE SERVING TO 'BE UNDERGROUNDED __ -- - -_- ___ _____ ,,., _. _. APN 256-233-19 >v 21458.48 CB STA RELOCA77 EX. GAS TO REMAIN PRIVATE WATER LINE SERVING FIRE - HYDRANT B.O., 268.8 FLG 0 BERM LOT 72 _ 1 �/ - - - -- - - - ---/ - - - -- - o CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES /VISTA L L 'NO PARVNG' S/GA/S PER 0.0. 6. FIRE DEPT. RECOMMENQ4 d / — RELOCATE EX. ,_�s 1 " WATER ME - -- I - J - - - - - - - d. d., a EX 8" %iLP WATERa70 BE REMOVEI�y EX, 12 ACP WATER �..,. - 5' c. �,. PVC SEWER' �___, 13.5 _.. _._.- 0� BE EMOV � 5.030 a 3 d 2z 0'� 3 c G .EX' 8 ACP WA ER- SUBDIVISIO O ;' d J. --- BOUNDARY p r . v TO BE REMOVED 2 to a ESMT. TO BE W J IL nu b VACATED PER U2 U J / / / /// FINAL MAP � U -� Q $ W LZ^ a �m oJ� 0 N Q O 0O 3j 6,0 ° IOj -� O U OWW V 00 " ui oU rn W oxU wo 47 1'6 � 4i ` 2 � 2 co W o� 303' �o L o�nw - �w WWOV Wo vco QUQ` 3� O v � � N �Y p ' � (Y O V w`lw Ip �4 P � .l� � n . 9 n Cn• /JT er'"' LuU Q�CN M m p Z L.. tv i.,0 f %- r•r9:7z� ✓�rm- Q oWn LQ ON Ug mW )j0 pN D;O Q. U SON a Oo LU 0�-ICO F W � W �U NW �Q� N 0- N fL N N J J � QtZUQ 0.0 �? 2 0 NUE & PUEBLA STREET Designed By Drawn By Checked By REVIEWED BY J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. Plans Prepared Under Supervision Of By: B_ S. Date 3/20//3 MASIH MAHER y. ALISA S. VIALFFANDO R.C.E. No. 47945 Date: Date: SNE�� ..4 . ®. h U U Q ;N No. 47945 Exp. 12/31/13 HUNSAKER W�nz on r�nno cn�� 2 AS BUILT & ASSOCIATES (� SAN DIEDO, INC ,.CJ.•'S- �� Date PLANNING 9707 Waples Street SIGNATU ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500 FX(858)558-1414 0, Printed Name My Registration Expires Discipline CIVIL O CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o MPROVEMENT PLANS: PASSIFLORA AVENUE & PUEBLA STREET 11294 -1 z ALTA - OFFSITE ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06A F 1 R: \0530 \ &Eng \Im prove ment Plan - Off site \0530- IPO- 06.dwg[]Mar -2 - 3:09:19 Ua L 1 • i � Q ca �90 WATER c 3517' EX. OVERHEAD POWER LINES TO REMAIN r - - - - -- - - - - - - - 3 '4" SUBDRAIN ° - - -- -- ----- - - - - -- I 0 PER 10900 -G 16 +00 1 R +0 U [� PERVIOUS -1 Vt H EX. 8" ACP WATER TO REMAIN CB STA 20 +78.57 CONCRETE C L 16' DWY. PER G -14 SEE SHT. -02 ( i / d O W I SUBDIVISION BOUNDARY W 4 + - _ _ Z 0_ N j I ayk4W � ti �1l � I W) �o o ti q o� r , 4 o. W:QO f W T `i QmZ� N 2 W Q Q�CA m m U ,0 i Lj �1 Underground Service Alert ceu aeroas mu am 20 0 20 40 60 CALL TOLL FREE 1 -800 422 -4133 SCALE 1 "= 20' em aoamic UB areas ro0 ac REVISIONS Date I App'd REFERENCES 1 REVISE PUBLIC WATER (SDWD) •2$4 OUGH GRADING PLAN 1090 2- AS -.BU/L.T- A bL 'hK•1 IZIA I ONSITF IMPROVFMFNT PI AN .UCIVb DJ 14 —I, -u4 R C 7nn- U OW^ I J ICON , m „o N W�cc PASSIF Date I CITY OF ENCINITAS BENCH MARK SCALE PT. N0. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontf -I DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1"=20' IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical 12 SAXONY ELV.= 175.189' (NAVD'88) 1 " =8' U DLO rn �QQ N �, Q CN U 0 ' O n kZLL n n0 k LL 2 TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256- 233 -19 2Q±19 .72. 28' LT. 4 PVC SEWER LATERAL SERVING APN 256- 233 -19 303.00 FS, 298.00 LE EX. POWER POLE TO BE REMOVED 2 RELOCATE EX FIRE HYDRANT PORTION OF PUEBLA UsEO 5 GU POLE n ROW STREET TO BE VACATED //UST LL _ ....� .�, _ . _ . .._..._ . _.�. Sewell G.o• �EX. ROW EX. OVERHEAD POWER LINES LOT LINE PRIVATE WATER LINE SERVING TO 'BE UNDERGROUNDED __ -- - -_- ___ _____ ,,., _. _. APN 256-233-19 >v 21458.48 CB STA RELOCA77 EX. GAS TO REMAIN PRIVATE WATER LINE SERVING FIRE - HYDRANT B.O., 268.8 FLG 0 BERM LOT 72 _ 1 �/ - - - -- - - - ---/ - - - -- - o CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES /VISTA L L 'NO PARVNG' S/GA/S PER 0.0. 6. FIRE DEPT. RECOMMENQ4 d / — RELOCATE EX. ,_�s 1 " WATER ME - -- I - J - - - - - - - d. d., a EX 8" %iLP WATERa70 BE REMOVEI�y EX, 12 ACP WATER �..,. - 5' c. �,. PVC SEWER' �___, 13.5 _.. _._.- 0� BE EMOV � 5.030 a 3 d 2z 0'� 3 c G .EX' 8 ACP WA ER- SUBDIVISIO O ;' d J. --- BOUNDARY p r . v TO BE REMOVED 2 to a ESMT. TO BE W J IL nu b VACATED PER U2 U J / / / /// FINAL MAP � U -� Q $ W LZ^ a �m oJ� 0 N Q O 0O 3j 6,0 ° IOj -� O U OWW V 00 " ui oU rn W oxU wo 47 1'6 � 4i ` 2 � 2 co W o� 303' �o L o�nw - �w WWOV Wo vco QUQ` 3� O v � � N �Y p ' � (Y O V w`lw Ip �4 P � .l� � n . 9 n Cn• /JT er'"' LuU Q�CN M m p Z L.. tv i.,0 f %- r•r9:7z� ✓�rm- Q oWn LQ ON Ug mW )j0 pN D;O Q. U SON a Oo LU 0�-ICO F W � W �U NW �Q� N 0- N fL N N J J � QtZUQ 0.0 �? 2 0 NUE & PUEBLA STREET Designed By Drawn By Checked By REVIEWED BY J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. Plans Prepared Under Supervision Of By: B_ S. Date 3/20//3 MASIH MAHER y. ALISA S. VIALFFANDO R.C.E. No. 47945 Date: Date: SNE�� ..4 . ®. h U U Q ;N No. 47945 Exp. 12/31/13 HUNSAKER W�nz on r�nno cn�� 2 AS BUILT & ASSOCIATES (� SAN DIEDO, INC ,.CJ.•'S- �� Date PLANNING 9707 Waples Street SIGNATU ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500 FX(858)558-1414 0, Printed Name My Registration Expires Discipline CIVIL O CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o MPROVEMENT PLANS: PASSIFLORA AVENUE & PUEBLA STREET 11294 -1 z ALTA - OFFSITE ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06A F 1 R: \0530 \ &Eng \Im prove ment Plan - Off site \0530- IPO- 06.dwg[]Mar -2 - 3:09:19 Ua L 1 • i � j I ayk4W � ti �1l � I W) �o o ti q o� r , 4 o. W:QO f W T `i QmZ� N 2 W Q Q�CA m m U ,0 i Lj �1 Underground Service Alert ceu aeroas mu am 20 0 20 40 60 CALL TOLL FREE 1 -800 422 -4133 SCALE 1 "= 20' em aoamic UB areas ro0 ac REVISIONS Date I App'd REFERENCES 1 REVISE PUBLIC WATER (SDWD) •2$4 OUGH GRADING PLAN 1090 2- AS -.BU/L.T- A bL 'hK•1 IZIA I ONSITF IMPROVFMFNT PI AN .UCIVb DJ 14 —I, -u4 R C 7nn- U OW^ I J ICON , m „o N W�cc PASSIF Date I CITY OF ENCINITAS BENCH MARK SCALE PT. N0. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. Horizontf -I DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1"=20' IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF Vertical 12 SAXONY ELV.= 175.189' (NAVD'88) 1 " =8' U DLO rn �QQ N �, Q CN U 0 ' O n kZLL n n0 k LL 2 TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256- 233 -19 2Q±19 .72. 28' LT. 4 PVC SEWER LATERAL SERVING APN 256- 233 -19 303.00 FS, 298.00 LE EX. POWER POLE TO BE REMOVED 2 RELOCATE EX FIRE HYDRANT PORTION OF PUEBLA UsEO 5 GU POLE n ROW STREET TO BE VACATED //UST LL _ ....� .�, _ . _ . .._..._ . _.�. Sewell G.o• �EX. ROW EX. OVERHEAD POWER LINES LOT LINE PRIVATE WATER LINE SERVING TO 'BE UNDERGROUNDED __ -- - -_- ___ _____ ,,., _. _. APN 256-233-19 >v 21458.48 CB STA RELOCA77 EX. GAS TO REMAIN PRIVATE WATER LINE SERVING FIRE - HYDRANT B.O., 268.8 FLG 0 BERM LOT 72 _ 1 �/ - - - -- - - - ---/ - - - -- - o CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES /VISTA L L 'NO PARVNG' S/GA/S PER 0.0. 6. FIRE DEPT. RECOMMENQ4 d / — RELOCATE EX. ,_�s 1 " WATER ME - -- I - J - - - - - - - d. d., a EX 8" %iLP WATERa70 BE REMOVEI�y EX, 12 ACP WATER �..,. - 5' c. �,. PVC SEWER' �___, 13.5 _.. _._.- 0� BE EMOV � 5.030 a 3 d 2z 0'� 3 c G .EX' 8 ACP WA ER- SUBDIVISIO O ;' d J. --- BOUNDARY p r . v TO BE REMOVED 2 to a ESMT. TO BE W J IL nu b VACATED PER U2 U J / / / /// FINAL MAP � U -� Q $ W LZ^ a �m oJ� 0 N Q O 0O 3j 6,0 ° IOj -� O U OWW V 00 " ui oU rn W oxU wo 47 1'6 � 4i ` 2 � 2 co W o� 303' �o L o�nw - �w WWOV Wo vco QUQ` 3� O v � � N �Y p ' � (Y O V w`lw Ip �4 P � .l� � n . 9 n Cn• /JT er'"' LuU Q�CN M m p Z L.. tv i.,0 f %- r•r9:7z� ✓�rm- Q oWn LQ ON Ug mW )j0 pN D;O Q. U SON a Oo LU 0�-ICO F W � W �U NW �Q� N 0- N fL N N J J � QtZUQ 0.0 �? 2 0 NUE & PUEBLA STREET Designed By Drawn By Checked By REVIEWED BY J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. Plans Prepared Under Supervision Of By: B_ S. Date 3/20//3 MASIH MAHER y. ALISA S. VIALFFANDO R.C.E. No. 47945 Date: Date: SNE�� ..4 . ®. h U U Q ;N No. 47945 Exp. 12/31/13 HUNSAKER W�nz on r�nno cn�� 2 AS BUILT & ASSOCIATES (� SAN DIEDO, INC ,.CJ.•'S- �� Date PLANNING 9707 Waples Street SIGNATU ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500 FX(858)558-1414 0, Printed Name My Registration Expires Discipline CIVIL O CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o MPROVEMENT PLANS: PASSIFLORA AVENUE & PUEBLA STREET 11294 -1 z ALTA - OFFSITE ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06A F 1 R: \0530 \ &Eng \Im prove ment Plan - Off site \0530- IPO- 06.dwg[]Mar -2 - 3:09:19 Ua L 1 • i � 2 TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY APN 256- 233 -19 2Q±19 .72. 28' LT. 4 PVC SEWER LATERAL SERVING APN 256- 233 -19 303.00 FS, 298.00 LE EX. POWER POLE TO BE REMOVED 2 RELOCATE EX FIRE HYDRANT PORTION OF PUEBLA UsEO 5 GU POLE n ROW STREET TO BE VACATED //UST LL _ ....� .�, _ . _ . .._..._ . _.�. Sewell G.o• �EX. ROW EX. OVERHEAD POWER LINES LOT LINE PRIVATE WATER LINE SERVING TO 'BE UNDERGROUNDED __ -- - -_- ___ _____ ,,., _. _. APN 256-233-19 >v 21458.48 CB STA RELOCA77 EX. GAS TO REMAIN PRIVATE WATER LINE SERVING FIRE - HYDRANT B.O., 268.8 FLG 0 BERM LOT 72 _ 1 �/ - - - -- - - - ---/ - - - -- - o CONTRACTOR TO POTHOLE ALL EXISTING UTILITIES /VISTA L L 'NO PARVNG' S/GA/S PER 0.0. 6. FIRE DEPT. RECOMMENQ4 d / — RELOCATE EX. ,_�s 1 " WATER ME - -- I - J - - - - - - - d. d., a EX 8" %iLP WATERa70 BE REMOVEI�y EX, 12 ACP WATER �..,. - 5' c. �,. PVC SEWER' �___, 13.5 _.. _._.- 0� BE EMOV � 5.030 a 3 d 2z 0'� 3 c G .EX' 8 ACP WA ER- SUBDIVISIO O ;' d J. --- BOUNDARY p r . v TO BE REMOVED 2 to a ESMT. TO BE W J IL nu b VACATED PER U2 U J / / / /// FINAL MAP � U -� Q $ W LZ^ a �m oJ� 0 N Q O 0O 3j 6,0 ° IOj -� O U OWW V 00 " ui oU rn W oxU wo 47 1'6 � 4i ` 2 � 2 co W o� 303' �o L o�nw - �w WWOV Wo vco QUQ` 3� O v � � N �Y p ' � (Y O V w`lw Ip �4 P � .l� � n . 9 n Cn• /JT er'"' LuU Q�CN M m p Z L.. tv i.,0 f %- r•r9:7z� ✓�rm- Q oWn LQ ON Ug mW )j0 pN D;O Q. U SON a Oo LU 0�-ICO F W � W �U NW �Q� N 0- N fL N N J J � QtZUQ 0.0 �? 2 0 NUE & PUEBLA STREET Designed By Drawn By Checked By REVIEWED BY J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. Plans Prepared Under Supervision Of By: B_ S. Date 3/20//3 MASIH MAHER y. ALISA S. VIALFFANDO R.C.E. No. 47945 Date: Date: SNE�� ..4 . ®. h U U Q ;N No. 47945 Exp. 12/31/13 HUNSAKER W�nz on r�nno cn�� 2 AS BUILT & ASSOCIATES (� SAN DIEDO, INC ,.CJ.•'S- �� Date PLANNING 9707 Waples Street SIGNATU ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500 FX(858)558-1414 0, Printed Name My Registration Expires Discipline CIVIL O CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o MPROVEMENT PLANS: PASSIFLORA AVENUE & PUEBLA STREET 11294 -1 z ALTA - OFFSITE ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06A F 1 R: \0530 \ &Eng \Im prove ment Plan - Off site \0530- IPO- 06.dwg[]Mar -2 - 3:09:19 Ua L 1 • i � N fL N N J J � QtZUQ 0.0 �? 2 0 NUE & PUEBLA STREET Designed By Drawn By Checked By REVIEWED BY J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. Plans Prepared Under Supervision Of By: B_ S. Date 3/20//3 MASIH MAHER y. ALISA S. VIALFFANDO R.C.E. No. 47945 Date: Date: SNE�� ..4 . ®. h U U Q ;N No. 47945 Exp. 12/31/13 HUNSAKER W�nz on r�nno cn�� 2 AS BUILT & ASSOCIATES (� SAN DIEDO, INC ,.CJ.•'S- �� Date PLANNING 9707 Waples Street SIGNATU ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500 FX(858)558-1414 0, Printed Name My Registration Expires Discipline CIVIL O CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o MPROVEMENT PLANS: PASSIFLORA AVENUE & PUEBLA STREET 11294 -1 z ALTA - OFFSITE ASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 06A F 1 R: \0530 \ &Eng \Im prove ment Plan - Off site \0530- IPO- 06.dwg[]Mar -2 - 3:09:19 Ua L 1 • i � NUE & PUEBLA STREET Designed By Drawn By Checked By REVIEWED BY J.C.N. /J.S.R. J.C.N. /J.S.R. A.S.V. Plans Prepared Under Supervision Of By: B_ S. Date 3/20//3 MASIH MAHER y. ALISA S. VIALFFANDO R.C.E. No. 47945 Date: Date: SNE�� ..4 . ®. h U U Q ;N No. 47945 Exp. 12/31/13 HUNSAKER W�nz on r�nno cn�� 2 AS BUILT & ASSOCIATES (� SAN DIEDO, INC ,.CJ.•'S- �� Date PLANNING 9707 Waples Street SIGNATU ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. 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J. __..__ _.. - l� - -1 .y - -� gia _ .. .... ._ .. d -.. __________ ________ _ _____ _____ _____ __ _ --- ------ _ - _. _.._ _ ..._.. ._ _ - - - -- -- - - -- - - - - - -- -- - - - --- ---.--' - - -- .._ - ..- - K3- -'- - O - - - -�- --- - - - - -- - - - - -- - _- __.-- ---- --- ----- '.'-- - - - - -- --- - - - - -- -- --__... --- - - - - -- --- - - - - -- - -- - - -- -- -- _------- - -- - -- --- - - - - -- --- -- ----- ..- _.._ - - -- - --- -- -.__ --- ---. -_.. ------- --- -- - - -- M ---- - -._. .--- - ----- - --------- --- ---- ----- - - - - -- - ---- _________- - - - - - -- - _ _______ _________ ___..____ _ _----___ ____ ______ - - - -- --- - - - - -- -- _____ _________ ___ ________ ________ _________ _____ _________ _________ _4 I PAVING NOTE: A. C. GRIND & OVERLAY TO SATISFACTION OF ENGINEERING INSPECTOR ;4- 640 -43� 8" HDPE TYPE 'F' C. B. Underground Service Alert = B4BB6 YBB BIB CALL TOLL FREE 1 -800 422 -41£ YWD WBB®I I BAYS BVM YOU BIG REVISIONS 2 AS � BUI LT• MENEM EM MEMOMMEMEMEME IN MEN 0 ME No MEN M No Mill oil 0 M IN NEE MESON NWA 9 !LEE SEMI MEIIIII SEEM MEN ME MENEM MEN MEMEMEMIMMEMEME NEON MEMEME No M1MM1MI1MMLEMMMjjM MENIMMEME 0 G U O 4 N> REFERENCE 10900 -G AND 10900 -I 25 +19.70 PRIVATE STREET A'= K LU FOR ONSITE IMPROVEMENTS 10 +17.00 EX. QUAIL GARDENS DR. 4 a REMOVE EX. 16'X16 X8" TEE & (i W REPLACE W/ 16 "X8" CROSS Al 00 (4) R.S.G.VV & (4) T.B. (4'X4') PPOOTHOLE EXIST. 16" PVC WATER ' t 25+10.70 PRIVATE STREET A'= M W 10+17.00 EX. QUAIL GARDENS DR.' ~ d F �¢ ~ ~ uNi INSTALL 2 8 0 1� & �i'n d v10 od O ri N ro(0 �i N 3 ! d ` �. r� of OI 7A O�t0 ry O 7 I� N - ----- + o + �J + of + oi +o6 +06 'y O^N �Q� ON N C/L INT. 10+00.00 QUAIL GARDENS DR. ) j§j \. ^ N N 25+04.70 CHANNEL ISLAND DRIVE I �TRENCHERE URGACING &NT - QUA GAENS DR _ \ . EX. 18" - - STORM DRAIN 5' EX. 18" EX. TYPE �, 2 EX. 60" STORM !f A -4' C.O. -- y g Ln STORM DRAIN TRENCH T RESURFACING F Ex PA . EMENT i E 228.70 FL STALL PLUG 2 1 FUTURE URB RET N 37.14 FL & PED AMP TYPE A 4' C.O�-- 24 BE '- ROUGHDGRADINGRPLAN CU Date 1-81.71, 18.63' LT. OF VL ,IN REMOVAL & REPLACEMENT LHEX. EX. ZB, GUTTER &SIDEWALK, MATC24+86.73, 11.16' LT. O L C L EX. TYPE A -6' C.O. GENERAL UTILITY, DRAINAGE & PEDESTRIAN ACCESS ESMT. 24 +68.70, 11.05' LT. OF C INSTALL 18" PLUG FUTURE 18" RCP STORM DRAIN ROUGH GRADING PLAN 10900 -G ONSITE IMPROVEMENT PLAN 10900 - QUAIL GARDENS 6514 -I, 5790 -1 C4Y0NIY P -WA R C 700_1 FCn Fn \ V / X W W W WO U O0 U� Q LU ? LU 3 W U�Y W � CLU : 3 °W 00 00 Oa apU elf in LU cc W � � ^ gya`3 =¢ J L6 W W +(0 > WW U U N?NW=U' WW 0_ W W to t1] O O ++zj ti NWU V) V- CHANNEL 0 0 ° i ISLAND DRIVE DWI �° DWG. NO. 10900 -G g DWG. NO. 10900 -I NW N- Date CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF Pi N TRAFFIC NOTE: CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY m (D NN W �oU J O UU LZVQ� t() W wO W mo� kLz + �C t9 e0 Q W o 00 •- U� ° W + + tn�W 03 �W � � _� OO ?U'J +IW- Nm +FW- O3 wOp O3 O 20 0 20 40 gSCALE 1 "= 20' bY0 SCALE Jrtl IAL UIJ I Kll.l ueslgnea t5y orizontal J.C.N. /J.S.R. 1 " =20' Plans Prue P Vertical =�6 -5. 1 •• =a• ALISA S. VIALF Urawn by Checked by J.C.N. /J.S.R. A.S.V. Under Supervision Of By;_ L Date /A b 9// 2 R.C.F. No. 47945 Date: REVIEWED BY z ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 AI �•�" z�" ___ 200.00' ,,. 6& 88 _ 6"_TYPE, 'G -2-'- C- &r -.. 2 180'00'00" L00' 3.14' 6" TYPE 'G -2' C &G 3 N 2.54'3V" E "" ^^' TT. VV 6° TYPE 'G -2' C &G 4 37.55' 6" TYPE 'G -2' C &G 5 N T50'S4" vV 25.97 6" TYPE 'G -2' C &G 471N7'44'31 " 6" TYPE 'G -2' C &G ' 2'55'39" E 33.80' 6" TEMP. A.C. BERM WATER DATA (PUBLIC) *C900 DR -14 SEWER DATA (PUBLIC) Q BEARING /DELTA RADIUS LENGTH REMARKS 1 38'00" 200.00' 12.68' 88" PVC CL200* r2N 42'2421 ° W 30.3' 3 V" PVC CL200* *C900 DR -14 SEWER DATA (PUBLIC) Q BEARING /DELTA RADIUS LENGTH I REMARKS 1 7 1525 200.00' 25133' 1 8" PVC ** * *SDR -35 STORM DRAIN DATA (PUBLIC) By: — Date: EX. 16" PVC (PER DWG. 6514 -1) 2" B . 16" G.V. 8" PVC- m l ��- \ / o SEX. 8" PVC 8" G.V. J 8•• G.V. 16" G.V. EX. 16" PVC (PER DWG. 6514 -1,) PUBLIC WATER CONNECTION DETAIL N.T.S. MATCH EX. PAVEMENT DETAIL N.T.S. CONSTRUCTION NOTE: ALL A.C. /SIDEWALK DAMAGED AS A DIRECT RESULT OF CONSTRUCTION OF THESE PLANS SHALL BE REMOVED & REPLACED TO THE SATISFACTION OF THE ENGINEERING INSPECTOR. No. 47945 Exp. 12/31/13 HUNSAKER T & ASSOCIATES ' / S A N D I E C O, I N C _ Date7/A h5- PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 BEARING /DELTA RADIUS LENGTH REMARKS SURVEYING PH(858)558-4500 FX(858)558-1414 a a 13.80' 18" RCP r2N 42'2421 ° W 21.12' By: — Date: EX. 16" PVC (PER DWG. 6514 -1) 2" B . 16" G.V. 8" PVC- m l ��- \ / o SEX. 8" PVC 8" G.V. J 8•• G.V. 16" G.V. EX. 16" PVC (PER DWG. 6514 -1,) PUBLIC WATER CONNECTION DETAIL N.T.S. MATCH EX. PAVEMENT DETAIL N.T.S. CONSTRUCTION NOTE: ALL A.C. /SIDEWALK DAMAGED AS A DIRECT RESULT OF CONSTRUCTION OF THESE PLANS SHALL BE REMOVED & REPLACED TO THE SATISFACTION OF THE ENGINEERING INSPECTOR. No. 47945 Exp. 12/31/13 HUNSAKER T & ASSOCIATES ' / S A N D I E C O, I N C _ Date7/A h5- PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 �18" RCP Printed Name C My Registration Expires Discipline CIVIL I CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. c IMPROVEMENT PLANS: QUAIL GARDENS DRIVE 11294 -1 ALTA - OFFSITE Q ;ASE NO. 11 -115 TMDBMDD /BA /DR /CDP /EIA SHEET 07 OF 10 3 R: \0530 \ &Ena \Improvement Plan - Off site\ 0530- IPO- 07.dwaF1 Dec- 17- 2012:15:29 ALISA S. VIALPANDO P P.E. 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Or I , I C6 -'� SPECIAL DISTRICT � , . - '.� �9 . ') � 'Ln Z N z cq 7. M . ts Q� -:, d C; 1� --J� - i C3 (Z) L6 � C�) 6 I " 11 (0 + + I I* + d �;�t Q Q� - - I* , lid Underground Service Alert = �n MU M CALL TOLL FREE ( 1-800 422-41� M �G Un BUM YO DM I --- I, - i W wask; 1 "10W,6'-' MMINNIN I WO 061111 REVISIONS Date I App'd I REFERENCES Date I CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DISTRICT I Designed - �%IILIT- VoWe 1 2 7. M I ROUGH GRADING PLAN 10900-G 1 41 2" - PT. NO. 1026 (ENC-26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKING LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV.=175.189' (NAVD'88) ALISA S. VIALPANDO J.C.N./J Horizontal 0, - Wz - � " Q L, z 7.1 - ONSITE IMPROVEMENT PLAN 1090(T--,- d Plans - Q(46�5' A — 1 "=20' - Vertical 0 '�K I* , + -4, QUAIL GARDENS 6514-1, 5790-1 T - �'-) SAXONY P-K4. R.S. 700-1. FSD 62 CI INITAS 1"=R' ALISA S. � 101 BEARING/DELTA I RADIUS I LENGTH I REMARKS I i I " on-C 0 In " - 1A, IV UZI au Vj V, I I 4C& 7A ' vv"� 1 4 n� 14 � E *- j 1 2 1 k, = .7711 I,, W IV �v �� 8 I 4= 1 24. A�' 1 41 2" *C900 DR- 14 TRAFFIC NOTE. CONTRACTOR TO OBTAIN TRAFFIC CONTROL PLAN FROM ENGINEERING DEPARTMENT PRIOR TO START OF WORK WITHIN RIGHT OF WAY �N� 0 uneCK REVIEWED BY i J.CX�J.N-, I A.S.V, — red Under Supervision Ol/. By: - AA - /tA :41- By: , _ -�z Date -2/V.2 V MASIH MAHER DO RT,'�F Nc)� � Date- ?-/7-(&/ 1 3 Date: V.V#ft � I V,,4" /, of CZ) Q -x 06 z i-z �� c I It` , < 5 - PLANNING a- 6 11K Q I �:: (i No. 47945 M U >. 1z' LU 2 C 4 San Diego, Ca 92121 Q - Q 39: d ALISA S. VIALPANDO CN LU z (i 'It I � . 0, - Wz - � " Q L, z ir) t 3 ': d C 3 M 0 '�K I* , + -4, : ,* . � ut, T - �'-) LINE I 1-11� I ... 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I I - e ---- �� , 11 , - - '-�A' j - ' , � , "I' ,---- "- I �� I F'1- fzow�.�""'.� I& I � ,r,,�� `�- L�- APN 254-663-03 20 0 20 40 - 11111111111111111 11111111111111111 -�-- - - SCALE 1 "= 20' M0 HUNSAKER & ASSOCIATES I � I i 5 A N D I E C 0, I N C � I - I � I 1W - " - 1, , I � � � , � I � � - N �AZDIL I V,,4" /, Date -7 14 11-T " lzr 0- SIGNAT&E - PLANNING 9707VVaplesStreet No. 47945 M ENGINEERING San Diego, Ca 92121 �� Exp. 12/31/13 ALISA S. VIALPANDO -P.E. No. 47945 SURVEYING PH(858)558-4500- FX(858)S58-1414 't * Printed Name (� I My Registration Expires— Discipline CIVIL - cm (Z CI INITAS ENGINEERING SERVICES DEPARTMENT Drawing No. (� Q) . . � IMPROVEMENT PLANS: ECKE RANCH ALTA - OFFSITE RD. 11294-1 . 0 z . 0 - CASE NO. 11-115 TMDBMOD/BA/DR/CDP/EIA O 10 Z� R:\0530\&Ena\IMDrovement Plan - Off Site\ 053n -I PO -08.dwa 11 Feb- 21 -2013:07:25 I i 11 f "-�" I I 11 I �� "I 11 - I .� I �' , I "I I I 1, �v ' I I I 11 SIGNS THIS SKEET SPEED LIMIT Ewl R1 -1 R2 -1(40) r 'a N0 PARKING R26(CA) ANY TIME l f w ( j w I i I I to) f w I MATCH EXISTING SNS STRIPING 17' 17' 100' LEFT TURN POCKET n� t r/ BUS STOP —R2&(CA e�� \ SNS — �S SAXONY ROAD, R2 -1(40) 326 L.F. s6 310 L.F. k 3 I = 1 i 200' TRANSITION 1 60' TAPER LEGEND (TINS SHEET ONLY) LIN Consulting, Inc. Traffic, Civil and Electrical Consulting Engineers EXISTING CURB "? SAN DIEGO, CA 92111 TEL: (909)278 -4800 1/2/13 Designed By: SMK P9456 PROPOSED CURB SS.DWG Checked By: SMK PROPOSED STRIPING EXISTING ROADSIDE SIGN : PROPOSED ROADSIDE SIGN QROFESSIOHq� (� INSTALL TYPE IV(L) PAVEMENT ARROW AS INDICATED PvL M. Kq `9 INSTALL "STOP" PAVEMENT LEGEND AS INDICATED No. 61311 * Exp.6/30/13 * PROPOSED PAVEMENT STRIPING PER CALTRANS.( sT CiVIL �TF STRIPING DETAILS. SEE CALTRANS STANDARD PLANS OF CI`��E A20A THROUGH A20D SNS STREET NAME SIGN Underground Service Alert [S B] REMOVE CONFLICTING STRIPING BY SANDBLASTING. ALL DEBRIS SHALL BE REMOVED BY THE END OF o CBG. mum YOU D!G EACH WORK DAY. CALL TOLL FREE 1 -500 422 -4133 Yro DA@+c DAYS EM YOU DM .. . REVISIONS Date App.d REFERENCES Date CITY OF ENCINITAS BENCH MARK 7_ A3_ 5(.n2_T , •( PT. NO. 1026 (ENC -26) OF .CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416 T 13, DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW CDR OF DRAIN INLET AT W SIDE OF PARKIN( LOT ON S SIDE SAXONY PLACE 200 FT W Of SAXONY ELV. 175.169' (NAVD'88) LIN Consulting, Inc. Traffic, Civil and Electrical Consulting Engineers 4858 MERCURY STREET, SUITE 207 SAN DIEGO, CA 92111 TEL: (909)278 -4800 1/2/13 Designed By: SMK P9456 Drawn By: RW SS.DWG Checked By: SMK GENERAL NOTES: 1. SIGNING AND STRIPING INSTALLATION SHALL CONFORM TO THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS, STANDARD SPECIFICATIONS, THE PROJECT SPECIAL PROVISIONS, 2012 CALIFORNIA MUTCD, AND THE ITY OF ENCINITAS PUBLIC WORKS DEPARTMENT STANDARD DRAWINGS AND SPECIFICATIONS, CURRENT EDITION. 2. SIGNS SHALL CONFORM TO THE CURRENT CALTRANS SIGN SPECIFICATIONS, AND 2012 CALIFORNIA MUTCD. SIGN SIZE SHALL BE THE STANDARD SIZE NOTED IN THE SIGN SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE PLAN. 3. TRAFFIC SIGN SHALL BE ON 2 INCH SQUARE GALVANIZED "QUICK PUNCH POST WITH 30 INCH ANCHOR SLEEVES, LENGTH AS NEEDED, UNLESS OTHERWISE INDICATED ON THE PLAN. 4. TRAFFIC SIGN SHALL HAVE 3M DIAMOND GRADE REFLECTIVE SHEETING UNLESS OTHERWISE SPECIFIED AND HAVE GRAFFITI RESISTANT COATING. 5. ALL PAINT WORK SHALL BE TRIPLE COATED AND BEADED, CONFORMING TO THE REQUIREMENTS SET FORTH IN THE STANDARD SPECIFICATIONS. 6. ANY PRE -LINED STRIPING AND MARKING LAYOUT WORK SHALL BE VERIFIED BY THE CITY TRAFFIC ENGINEER PRIOR TO THE PLACEMENT OF FINAL PAINTED PAVEMENT STRIPING OR MARKINGS. 7. ANY EXISTING CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS AND R.P.M.'S SHALL BE REMOVED AS REQUIRED BY WET SANDBLASTING (OR OTHER APPROVED METHOD). PAVEMENT SURFACES ARE TO BE FREE OF ALL REMOVABLE RESIDUE PRIOR TO APPLICATION OF PAINT. 8. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEEN SECOND AND THIRD PAINT WORK COATING. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SALVAGED EQUIPMENT IS NOT DAMAGED DURING THEIR OPERATIONS. MOVEMENT OF SALVAGED EQUIPMENT SHALL BE COORDINATED WITH THE CITY. ALL SALVAGED ITEMS SHALL BE DELIVERED TO THE CITY SERVICE YARD. I i � 60' TAPER ( 150' TRANSITION - -r7 , T I �I I I I III , I y I ( I- 100 L.F. I 22 310 L. F. , 1 1; � Ii R26(CA -15r 5 _- R26(CA) 50 L.F. sm� R1 -1 12' WHITE, 18 f sNS � 50' LEFT _ TURN POCKET CITY OF ENCINITAS TRAFFIC ENGINEER 2.2 ? -13 BY: DATE: it R26(CA) 313 L.F. SB —$- _ MATCH EXISTING R2L 1 40) - STRIPING Lj sPEEO FEED B9Ck I , I' �I SAVE M. KANE P.E. No. (0131 Printed Name My Registration Lxpiresim3 Diseipiinc C50C SCALE SPECIAL DISTRICT Designed By Drawn By Checked By SK RW SK orizontal Pla s r tired Under Supervisio f ® ;_ Y Vertical Date i I IL 1 113 UL M. KANE, P.E. R.C.E. No. 61311 Date: ' t 18' 18' AP (V 41 1 41 SI REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. SIGNING &STRIPING PLAN: 0 ROAD By: 11294 -1 �M(ASIH� 'MAHER c�c c AiAv +°nuz••1 2 G i ;' Date: 3Z /j CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA SHEET 09 OF 10 a z I � wl1 I � IlLL_z O Ld �w O Q� I � No. 61311 * Exp. 6/30/13 f 'j,rh C I V IL OF Ch Underground Service Alert ® rauDTOLmyDs: CALL TOIL FREE 1 -800 422 -41. �m wema; Deus D W wG REVISIONS 2 AS - EWIL.T- SIGNS THIS SHEET Date �f R1 -1 R7 -9A R4 -7 O O O OM2 -1H LEGEND (THIS SWEET ONLY) s `l STOP SNS SB E R 7,9 A ,_fi_- Q UAIL GARDENS DRIVE s6 92 L.F. - - -- ------------ ___ _ - -- _ I R�— 7- s R7 -9A Rs r 140 L.F. 38 OM2 -1 H 140' LEFT TURN EXISTING CURB PROPOSED CURB PROPOSED STRIPING EXISTING ROADSIDE SIGN PROPOSED ROADSIDE SIGN INSTALL TYPE IV(L) PAVEMENT ARROW AS INDICATED INSTALL "STOP" PAVEMENT LEGEND AS INDICATED PROPOSED PAVEMENT STRIPING PER CALTRANS STRIPING DETAILS. SEE CALTRANS STANDARD PLANS A20A THROUGH A20D STREET NAME SIGN REMOVE CONFLICTING STRIPING BY SANDBLASTING. ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. REMOVE AND SALVAGE EQUIPMENT. REFERENCES Date CITY OF ENCINITAS BENCH MARK EIPT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416 DESCRIPTION: 2.5' CITY OF ENCINITAS BRASS DISC IN SW COP. OF DRAIN INLET AT W SIDE OF PARKIN( LOT ON S SIDE SAXONY PLACE 200 FT W OF SAXONY ELV. ®175.189' (NAVD'88) Q z Z s 0 c LIN Consulting, Inc. Traffic, Civil and Electrical Consulting Engineers 4858 MERCURY STREET, SUITE 207 SAN DIEGO, CA 92111 TEL: (909)278 -4800 1/2/13 Designed By: SMK P9456 Drawn By: RW SS.DWG Checked By: SMK -1 ---- r_ 0 POCKET GENERAL NOTES- 1. SIGNING AND STRIPING INSTALLATION SHALL CONFORM TO THE CURRENT STATE OF CALIFORNIA DtPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS, STANDARD SPECIFICATIONS, THE PROJECT SPECIAL PROVISIONS, 2012 CALIFORNIA MUTCD, AND THE ITY OF ENCINITAS PUBLIC WORKS DEPARTMENT STANDARD DRAWINGS AND SPECIFICATIONS, CURRENT EDITION. 2. SIGNS SHALL CONFORM TO THE CURRENT CALTRANS SIGN SPECIFICATIONS, AND 2012 CALIFORNIA MUTCD. SIGN`SIZE SHALL BE THE STANDARD SIZE NOTED IN THE SIGN SPECIFICATIONS UNLESS NOTED OTHERWISE ON THE PLAN. 3. TRAFFIC SIGN - SHALL BE ON 2 INCH SQUARE GALVANIZED "QUICK PUNCH POST WITH 30 INCH ANCHOR SLEEVES, LENGTH AS NEEDED, UNLESS OTHERWISE INDICATED ON THE PLAN. 4. TRAFFIC SIGN SHALL HAVE 3M DIAMOND GRADE REFLECTIVE SHEETING UNLESS OTHERWISE SPECIFIED AND HAVE GRAFFITI RESISTANT COATING. 5. ALL PAINT WORK SHALL BE TRIPLE COATED AND BEADED, CONFORMING TO THE REQUIREMENTS SET FORTH IN THE STANDARD SPECIFICATIONS. 6. ANY PRE —LINED STRIPING AND MARKING LAYOUT WORK SHALL BE VERIFIED BY THE CITY TRAFFIC ENGINEER PRIOR TO THE PLACEMENT OF FINAL PAINTED PAVEMENT STRIPING OR MARKINGS. 7. ANY EXISTING CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS AND R.P.M.'S SHALL BE REMOVED AS REQUIRED BY WET SANDBLASTING (OR OTHER APPROVED METHOD). PAVEMENT SURFACES ARE TO BE FREE OF ALL REMOVABLE RESIDUE PRIOR TO APPLICATION OF PAINT. 8. A MINIMUM OF SEVEN DAYS SHALL BE PROVIDED BETWEEEN SECOND AND THIRD PAINT WORK COATING. 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SALVAGED EQUIPMENT IS NOT DAMAGED DURING THEIR OPERATIONS. MOVEMENT OF SALVAGED EQUIPMENT SHALL BE COORDINATED WITH THE CITY. ALL SALVAGED ITEMS SHALL BE DELIVERED TO THE CITY SERVICE YARD. -- - -- _- f2—� FZ4 71# _ _� F�P�9� -� H i 0 M 2 1 H__.. -- _ -_. — � s — _ r CITY OF ENCINITAS TRAFFIC ENGINEER Qatt.� 2.2-7 . t11 BY: DATE: "I SIGNATURE SA 01- M. 9AAIC Printed Name My Registration Expires Date :=/mil '7 P.E. No. 601 Discipline Cg/iL SCALE SPECIAL DISTRICT Designed By Drawn B Checked B REVIEWED 4Y SK RW SK ^ orizontal Plans Pre aced Under Supervision By: A • AA By :— Vertical Date 0 MASIH MAHER AUL M. KANE, P.E. R.C.E. No. 61311 Date- 3/-S/ Ij Date: 40' 20' 0 40' 80' 1' = 40'-0' CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. • SIGNING 8c STRIPING PLAN: QUAIL GARDENS DRIVE 11294 -I CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA SHEET 10 OF 10