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2011-10900 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 TO PERMIT 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. 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. Underground Service Alert = � YOU DM CALL TOLL FREE 1- 800422 -41; TMU WORB➢IU mn BBPOBB yo = REVISIONS PUBLIC WORKS REVIEWED BY: Date As -a�lc r &W Kr a 1104A %,73.17 g -2Frl f� -ze'l7 1/1 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, EXCEPTING 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 ORFIELD 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 PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT 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 MAY DICTATE ADDITIONAL IMPROVEMENTS. THE COST OF ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITTONAL 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 DES -IGN 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 RESTAKING OR RECONSTRUCTION OF ANY GRADING OR IMPROVEMENT WORK PUT IN PLACE WITHOUT FIRST COMPLETING WORK TO VALIDATE ALL POINTS OF CONNECTION. ENCINITAS FIRE DEPARTMENT REVIEWED BY: PLANNING & BUILDING DATE: BY: � ' - \ I DATE: 1 B'I': REFERENCES Date CITY OF ENCINITAS BENGfj MARK 4PROVEMENT PLAN 11294 -1 PT. NO. 1026 (ENC -26) of CITY OF ENCINn.. SURVEY CONTROL NETWORK PER R.O.S. 1841 LADING PLAN 10900 -G DESCRIPTION: 2.5° CITY OF ENCHMTAS BRASS DIS :DENS 6514 -I 5790 -1 IN SW CDR OF DRAIN INLET AT W SIDE OF PARKII LOT ON S SIDE SAXONY PLACE 200 FT W : -K4. R.S. 700 -I. FSD 69 SAXONY ELV =175.189' (NAVD'88) h ' vh Tor h� 0 0 o: 0 x Q o o rr PCC = PORTLAND CEMENT CONCRETE EP = EDGE OF PAVEMENT TC = TOP OF CURB VICINITY MAP NOT TO 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. UN. M 5 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 PEG = POINT OF REVERSE CURVE PRC = 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 CB = CURB CB STA = CURB STATION OWNER SHEA HOMES,L1MITEO PARINEIESHIP,A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 PARKS & RECREATION l S.D.W.D. NO: W11 -140 SAN DIEGUITO WATER DIST. DATE: I BY: DATE: I SCALE SPECIAL DISTRICT Designed By I J.S.R. /J.C.N. SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED Drawn By 1 Checked By J.S.R. /J.C.N. I J.C.N. /A.S.V. Plans P p Ired nder Supervisi n Qf g Date 1111113 y ALISA S. VIALPANDO R.C.E. No. 479, Date: OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVI Y AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE / SIGNED; � /// �`- / 1 h3 'CHNI VANCE ATE SHEA 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 CALIFORNTA,PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,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 "QV079CHNICAL INV6STIkQtTI6N, 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 SPE ICATII/Q��NNSS. SIGNED: / - / &`i i/_ /0- /3 TREVOR MYERS DATE R.C.E. NO. 63773 ALISA S. VIALPANDO P.E. No, 47945 SURVEYING EXP. DATE: 09/30/2014 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS (S.D.R.S.D.) QPQFESS10� PROJECT NO.: G1362 -32 -01 R E. GEOCON INCORPORATED DWG. NO. 6960 FLANDERS DRIVE Q SAN DIEGO, CA 92121 REVIEWED YS w NO. ROE63773N rzn (858) 558 -6900 d - STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMD BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER 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. SIGNED: /j,�t6, 1.3 'Y //////3 ALISA S. VIALPANDOF DATE 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 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 a3�c3vssae /� �3 SIGNED: JOAN VANCE f / DATE SHEA HOMES LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD SAN DIEGO, CA 92021 (858) 526 -6500 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 & ASSOCIATES 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS TYPE OF TREATMENT: BID- RETENTION & MODULAR WETLANDS CONSTRUCTION (2003 EDITION). 5 �7�/ 7 S A N o i t c o, I N C 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 TENTATIVE MAP NO. 1-L 1157 EDITION) . SIGNAT E ENGINEERING 3. WATER AGENCY STANDARDS MAINTENANCE AGREEMENT: DATE:2LJ! IS_, AS DOC. NO.QLV2211il STANDARD DRAWINGS ALISA S. VIALPANDO P.E. No, 47945 SURVEYING PH(858)558-4500 FX(853)558 -1414 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS (S.D.R.S.D.) 2. WATER AGENCY STANDARDS Printed Name LEGEND: DWG. NO. SYMBOL EX. RIGHT OF WAY .............. ............................... REVIEWED YS PROJECT BOUNDARY .............. ..............................� ENGINEERING SERVICES DEPARTMENT e A.C. PAVING ON BASE........... ............................... By. O CONCRETE PAVING ................. *G -7, *G- 14................. 10900 -1 SIH MAHER 31 Gi. K W1L1Aj 3 <a D.G. TRAIL.................... 611 CURB & GUTTER .................. *G -2 TYPE 1H .T�INGOLO.IIG4. CASE NO. 11 -115 TMDBMOD BA DR CDP EIA ON tNTCzRfOQ 6" CURB & GUTTER- ROLLED ......... *G -4 TYPE 'A'. SL/�C£1S.RIY$ "55 br4 (3Gt7 0" CURB ........ ............................... AN. SAtONY sqq4��j p PEDESTRIAN RAMP ................. *G -27 TYPE 'A & B'.......... W/ PRESTRESSED BLACK CONCRETE TRUNCATED DOMES STREET NAME /STOP SIGN ........... *SDM - 102 .................... + WATER MAIN ( POTABLE) ......... ............................... 1" WATER SERVICE WITH METER ..... * *WS -03 & 09, * *WC- 17....... O FIRE HYDRANT ASSEMBLY ........... * *WF -01, * *WF- 04 ............ pA ZrT� (WITH (1) 2.5" OUTLET & (1) 4" OUTLET) i 2" WATER SERVICE WITH METER ..... * *WS -02, * *WS- 03............. GATE VALVE ...................... * *WV -01, * *WV -02, * *WV- 03 --- ------ - AIR VACUUM VALVE (A.V.) ......... * *WA -Ol. & WA- 07 ............. - - - - - - �OqHIIIII BLOW -OFF (B.O.) ................. * *WB -Ol & * *WB- 06..,......... CONCRETE THRUST BLOCK ........... * *WT- 01 .....................� EX. WATER STUB PER 11294- I ... ............................... SEWER MAIN - PUBLIC (SIDE. 35).... *SDS- 110 .................... SEWER STATIONING ............. ............................... 20-_00.00 EXISTING ELEVATION ........... ............................... (XXX.XX) 5' SEWER MANHOLE ................ *SDS -106, M- 3 ............... --(D-- 4" SEWER LATERAL ................ *SDS - 105.................... O EX. SEWER STUB PER 11294- I ... ............................... HDPE OR RCP STORM DRAIN PIPE PER 10900- G ................_ EX. 6" HDPE STORM DRAIN LATERAL PER 10900- G ................. CURB INLET, TYPE B ... ..... ...... *D- 2 ........... ............. f"l CURB INLET, TYPE B- 1 ............ *D- 2 ........................ fob STORM DRAIN CLEANOUT (TYPE A) ... *D- 9 ......................... - CATCH BASIN BASIN TYPE ' F ............. *D- 7 ........................ CROSS GUTTER .................... *G- 12....................... STREET SURVEY MONUMENT .......... *M- 10 ....................... (SEE NOTES PER 10900 -F) STREET LIGHT ................. ............................... o- PIPE CASING ..................... * *WP -04..................... DECORATIVE PAVERS ...............PER LANDSCAPE PLAN......... . * 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. APN LCExp.12/31/13 256- 233 -16, 256 - 172 -03 & 256- 172 -07 SHEET INDEX SHEET #1: TITLE SHEET, NOTES, VICINITY MAP & LEGEND SHEET #2: NOTES, DETAILS & LATERAL TABLE SHEET #3: KEY MAP & EXIST. POWER POLE EXHIBIT SHEETS #4 -11: IMPROVEMENT PLANS ro C) 0 I 0 0 O 2 1 HUNSAKER PERMITS: STORMWATER TREATMENT STATUS: AS BUILT & ASSOCIATES PRIORITY PROJECT TYPE OF TREATMENT: BID- RETENTION & MODULAR WETLANDS 5 �7�/ 7 S A N o i t c o, I N C DR /CDP PERMIT NO. l l- L15 ._ LIMITED ACCESS: YES `5 Date PLANNING 9707 Waples Street TENTATIVE MAP NO. 1-L 1157 MAINTENANCE MAINTENANCE RESPONSIBILITY: STREET HOA 2e1s- SIGNAT E ENGINEERING San Diego, Ca 92121 MAINTENANCE AGREEMENT: DATE:2LJ! IS_, AS DOC. NO.QLV2211il _ ALISA S. VIALPANDO P.E. No, 47945 SURVEYING PH(858)558-4500 FX(853)558 -1414 N MAINTENANCE RESPONSIBILITY: LOTS (HOME OWNER) Printed Name MAINTENANCE AGREEMENT: DATE: - - - - -, AS DOC. NO. - -__ My Registration Expiresl2 31 13 Discipline CIVIL REVIEWED YS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. By. IMPROVEMENT PLANS: TITLE SHEET (ROAD 10900 -1 SIH MAHER 31 Gi. K W1L1Aj 3 ALTA ONISITTE -- 64555 SAXONY Date: Z+ CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 1 OF 11 R: \0530 \&Eng \Improvement Plan\ 0530- IP- 01.dwg[]Dec -17- 2012:16:40 sqq4��j p ro C) 0 I 0 0 O 2 1 Z :5 CL Z LU 2 ul 0 (L 2 AS BUIL-7 FIRE FIRE 47' SAN DIEGUITO WATER DIST. PUBLIC WATER ESMT & ENCINITAS SANITARY DISTRICT PUBLIC SEWER ESMT. PL 32' PL PUBLIC ESMT. FOR PRIVATE STREET 5' 16' 16' 10' J2,7-,M-AX 2.5 *A. C. PAVEMENT & BASE 2% 29, 6" WIDE x 16" DEEP 6" CURB & FLUSH CURB GUTTER G -4 TAW COLOAEO TYPE A' TAN CO CHANNEL ISLAND DRIVE N.T.S. G3 TRAIL PER THIS SHEET *NOTE: 1. MINIMUM SECTION = 3.5" AC 110" CLASS II BASE 2. FINAL STRUCTURAL SECTION TO BE DETERMINED BY R —VALUE TESTING. J. DECORATIVE PAVERS IN LIEU OF A.C. PAVMENT IN DESIGNATED LOCATIONS. CONCRETE CURB AND /OR GUTTER TAA/ COLORCAD 47' SAN DIEGUITO WATER DIST. PUBLIC WATER ESMT. & ENCINITAS SANITARY DISTRICT PUBLIC SEWER ESMT. PL 32' PL PUBLIC ESMT. FOR PRIVATE STREET 5' 16' 16' 10' 2.5' *A.C. PAVEN r& BASE 2% 29; �_6" CURB & 6" CURB & GUTTER G -4 GUTTER G -4 TYPE A' TAN COLOQGA TYPE A' TAN POLARIS DRIVE & JOCELYN WAY N.T.S, 14' I ABET ,BDXE /07r PLIABAI V roj p, &, TRAIL MAY AIAVETk1E CrISTaMER BIDE PLdNts7N6 BL -EeVED PER DIRECTION RR4,1A S > 1A W A YW SP.EdTOA, -- UTILITY & PAVERS PER 1" SAND LEVELING BASE CONCRETE CURB AND /OR GUTTER TAN CaLoofa:p ° 8" BASE MATERIAL PER TIE 4" PERFORATED PVC PIPES COMPACTED SUBGRADE TO STORM DRAIN SYSTEM PER SOILS REPORT NOTES: 1. 4" PERFORATED PVC PIPE SURROUNDED BY 1 CU.FT. OF OPEN GRADED GRAVEL & WRAPPED IN FILTER FABRIC (MIRAFI 14ON OR EQUIVALENT). 2. 4" PERFORATED PVC PIPE WILL TIE INTO STORM DRAIN SYSTEM THROUGH A SOLID 6" PVC PIPE. INSTALL A CUT —OFF WALL AT THE PERFORATED PIPE & SOLID PIPE CONNECTION POINT, ENHANCED PAVING SECTION (SEE LANDSCAPE PLAN FOR MANUFACTURE SPEC.) N.T.S. I II I 1 I Underground Service Alert = msBBH = B0: CALL TOLL FREE 1 -800 422 -41f PWO WORYBlG BAYS BMU YOU Or, REVISIONS j REVS D> 6r.iRA7L G � 94FK 7-YA WM A7 R> Lo[ A 5DwA AI -Bun. r i 4 a 30 \ 29 1 EXISTING OH LINES PP TO BE EXISTING OH LINES * PUMHUN ur- tXISIING TO REMAIN RELOCATED ti TO REMAIN OH LINES TO BE PLACED — Ppi UNDERGROUND 3t 7 — ___— __ a — -- - -pp�� O 16 13 12 47 46 p EXISTING OH LINES 32 TO,BE REMOVED XISTING OH LINE --- / 73 1 as as a 72 p bs BE REMAIN 73 74 c s3 p 19 \ \ a ® 67 PP TO BE \\ REMOVED \ REMOVED 75 70 34 EXISTING OH LINES J 3s 66 TO BE REMOVED I P p -- — _ IPP 43 O I TOI SE EM0 E 1 O so i bs 20 ) (Z) 22 23 2 51 11 42 41 40 39 38 36 I 64 28 27 26 ) (:2:5:) C6 52 \ — - - - - -- -- - -- 74 I XIS77NG H LINE T — — — — - -- ^ OBER6IOVED P (:4) O 53 ® 55 56 57. 58 59 EXISTING OH LINES TO BE REMOVED OR PLACED UNDERGROUND O O ® EX. POWER LINE EXHIBIT SCALE: 1 " =150' NOTE: REFERENCE ONLY. REFER TO APPROVED SDG &E PLANS FOR DESIGN -- Wf9gil NT `OFFSITE IMPROVEMENT PLAN 1 1 2 -NOTE I I W I I ROUGH GRADING PLAN 10900 –G I— 11-9-141175Jkl QUAIL GARDENS 6514 -1• 5790 -1 r r'r CITY OF ENCINITAS BENCH MARK PT. NO. 1026 (ENC -26) OF CITY OF ENCINITA SURVEY CONTROL NETWORK PER R.O.S. 1841 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DIS IN SW COR OF DRAIN INLET AT W SIDE OF PARKII LOT ON S SIDE SAXONY PLACE 200 FT W t SAXONY ELV =175.189' (NAVn'RRl P EXISTING POWER POLE (PP) TO REMAIN .................... EXISTING POWER POLE (PP) TO BE REMOVED OR RELOCATED ............. ............................... (12 EA.) EXISTING OVERHEAD (OH) UTILITIES TO REMAIN.,....... _ - - -_ EXISTING OVERHEAD (OH) UTILITIES TO BE REMOVED OR PLACED UNDERGROUND ........................ - - - -- (,2,305 L.F.) f W 2 "x8" REDWOOD-- - HEADER W �4 UBDIVISION BOUNDARY KEY MAP SCALE: 1 "=80' 4' D.G. TRAIL 4" MINIMUM D.G. '114" MAX. AGGREGATE S1ZE 2 "x8" ,—REDWOOD HEADER $TA5ILIZED �SUBGRADE COMPACTED 957 DECOMPOSED GRANITE (D.G.) TRAIL N.T.S. NOTE: TRAIL MEANDERS, 9&E PLAN FOR LOCATION, 5'X5' TRAIL PASSING AREA PROVIDED AT 200' (MA9 1WTERVALS. COLOR DETL=JC+"/MED ESN OWMER SCALE SPECIAL DISTRICT Designed By Drawn By Checked By Fil SEWER MAIN J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. (7) [AN NEL ISLAND DRIVE O Vertical H /n (-56-) 57 58 ;• 59 60 UBDIVISION BOUNDARY KEY MAP SCALE: 1 "=80' 4' D.G. TRAIL 4" MINIMUM D.G. '114" MAX. AGGREGATE S1ZE 2 "x8" ,—REDWOOD HEADER $TA5ILIZED �SUBGRADE COMPACTED 957 DECOMPOSED GRANITE (D.G.) TRAIL N.T.S. NOTE: TRAIL MEANDERS, 9&E PLAN FOR LOCATION, 5'X5' TRAIL PASSING AREA PROVIDED AT 200' (MA9 1WTERVALS. COLOR DETL=JC+"/MED ESN OWMER SCALE SPECIAL DISTRICT Designed By Drawn By Checked By Fil SEWER MAIN J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. (7) Horizontal By;_ Date: Plans Pep red nder Supervisio 0 Date / ALISA S. /IALP DO R (. F Nn 47945 O Vertical H /n REVIEWED i ..n A i� F�� 62 A 63 I 1 9F N .r O Z :7 3 a VIA ZANffA "t! 10 LEGEND: SYMBOL LOT NUMBER SHEET NUMBER Fil SEWER MAIN WATER MAIN — ° — , STORM DRAIN (PER IoR00Y (7) PROPERTY BOUNDARY - - -� SEWER MANHOLE O FIRE HYDRANT Ww No. 47945 Exp. 12/31/13 HUNSAKER AS BUILT & ASSOCIATES SAN DIEGO, INC S• Date 8/7/17 PLANNING, 9707 Waples Street SIGNAT RE o0 ENGINEERING San Diego, Ca 92121 � ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)5584500 FX(858)558 -1414 Printed Name My Registration Expiresl2 31 13 Discipline CIVIL CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. Q) KEY MAP & DETAILS: O By: KEY MAP - DETAILS 10900 -I z G ENN PRIVA4 ALTA ONSITE - 645 SAXONY ROAD Date: CASE N0. 11 -115 TMDBMOD BA DR CRP EIA SHEET 3 OF 11 R: \0530 \ &Eng \Improvement Plan\ 0530— IP- 03.dwg[]Jan -07- 2013:09:58 • ■ ■ MM ME MEN ON 0 IN M IN MIME ME ON M Z Elm 0 MENNEN No mom N U. 0 Olson -4 INN NONE No NINE 0 MIN mom 0 mom 0 0 No M NONE a9i ME MEN NINE MENEEMIN INIMM ME NONE mom MEN ME OMEN a No min NO No 0 INNIMM IN 0 11111100 NO I No 00 11 0 11111 ��oom 0 MEN 0 ME mom I ME W MINE 0 MIN IN 0 Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 87'5239" W 242.74' RADIUS 2 1 60'39'05" 150.00' 158.79' 90'2942" 0 3 60'35'13" 134.00' 141.70' 6" ROLLED C &G *C900 DR -14 N Z) 4 60'42'13" 166.00' 175.87' 6" ROLLED C &G SEWER DATA (PUBLIC) I to N ❑ I BEARING /DELTA RADIUS LENGTH REMARKS 6" ROLLED C &G BEARING /DELTA RADIUS LENGTH REMARKS TRANSITION 1 90'2942" 20.00' 31.59' 6" TYPE 'H' C &G 1 N 87'5239" W 250.32' 8" PVC CL 200* 2 N 87'5239" W co . co 202.27' 6" ROLLED C &G 2 32'06'21 " 200.00' 112.07' 8" PVC CL 200* 0 3 60'35'13" 134.00' 141.70' 6" ROLLED C &G *C900 DR -14 N Z) 4 60'42'13" 166.00' 175.87' 6" ROLLED C &G SEWER DATA (PUBLIC) I to N U M 5 1 N 875239" W REMARKS 163.27' 6" ROLLED C &G 6 N 875239" W 2 10.00' TRANSITION 7 N 875239" W 29.93' 6" TYPE 'H' C &G I $�CoO r K (6 r< � r< co r< K 8 90'00'00" 20.00' 31.42' 6" TYPE 'H' C &G * *SDR -35 s��s 1, 10 +52.97 C/L CURB INLET, L =12' N.T.S. 10 +52.97 C/L CURB INLET, L =19' N.T.S. Underground Service Alert = Bgi0R8 Yw m CALL TOLL FREE 1 -800 422 -41f M WOME DAYS SHPOa6 YOU DIG REVISIONS REV TRAIL, DVVY I-o r AS- Bl/ /LT Date 3 K Y LU W O 65 ti POINSETTIA PARK a W U N :O EX. 8" WATER W p a: W .64 �4z Q 1294 -1 BEARING /DELTA RADIUS LENGTH REMARKS 1 N 87'5239" W 252.42' 8" PVC ** 2 N 46'31'10" E 210.00' 120.72' 8" PVC ** I $�CoO r K (6 r< � r< co r< K 8 90'00'00" 20.00' 31.42' 6" TYPE 'H' C &G * *SDR -35 s��s 1, 10 +52.97 C/L CURB INLET, L =12' N.T.S. 10 +52.97 C/L CURB INLET, L =19' N.T.S. Underground Service Alert = Bgi0R8 Yw m CALL TOLL FREE 1 -800 422 -41f M WOME DAYS SHPOa6 YOU DIG REVISIONS REV TRAIL, DVVY I-o r AS- Bl/ /LT Date 3 K Y LU W O 65 ti POINSETTIA PARK a W U N :O EX. 8" WATER W p a: W .64 �4z Q 1294 -1 ' c 25 / k `rS� o Q- JJ� 28 27 26 to rnZO Q Z Q W z V �'} 11�R� ° 00 0o ro o Y o 0 0 O Y st V- o_ CO �� �? Z�`; -� // 2 �xs p�3 ° m e6 06 c0 c0 of p nj d nj N f� of Q°p n d, l�yJai�� O / `f �� ex '8j - 31 n a0 O m to b° D N M Q O N Z �. 3 + +. + + t + t t + + + 5 2 5 Q) O o 04 N N N co N W N �— - - -- -- -- - - -- — - - - - -- -- — —_ — — —TT - -__ - -- — _ -- r 2 _3X \ W S W S W S F,—, +30.60 w HOVE PLUG &CONNECT 8` PVC WATER,, o EXlS1T. U PVC SEWER 11 +00 1!2+00 / x X. 1$" HPDE 8" PVC` SEWER 2S C: 1,. RCP o 12 HPDE 73 y y/ vs 4 ry 7 6 5 ' -0 W ° a . acs — �� � — N N +y � •� o- v toy Z ➢ cS Z O' 3 �. J MO °ol_ to rn rn U m w+ o. p N �o No. 47945 p °� M W�� U I— - N LO ^ ° Nw' Zn �� Exp. 12/31/13 -� + + t0 + QQW U V7 C.7 + + a� + O U 31- Q W N N N sp tT Z ISO +° ° +ON n �' �O T c1v11. I- d Nco, r p n + W ' U (LOU ' J N� cr r 20 0 20 40 60 o x Q �w� 0 2 n tr SCALE 1 "= 20' o� HUNSAKER AS BUILT & ASSOCIATES DRIVE �/�� Date .. SAN DIEGO , IN C SIGNATIE PLANNING 9707 Waples Street P POLARIS ENGINEERING San Diego, Ca 92121 N ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)S58 -4500 FX(858)558 -1414 Printed Name ° My Registration Expiresl2 31 13 Discipline CIVIL SCALE SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY ° FAS J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. o 41 Horizontal asc 1 ^ =20' Plans Prepared Under SupervisiorL Of g �- IMPROVEMENT PLANS: Z / y By: POLARIS DRIVE 10900 -1 (o Vertical Date Z �3��3 M SIH MAHER GLE N PR /OM ALTA ONSITE - 645 SAXONY ROAD 1 " =g' ALISA S. VIALP NDO R.C.E. No. 47945 Date: 3119 1 3 CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 4 OF 11 R: \0530 \ &Eng \Improvement Plan\ 0530- IP- 04.dwg[] Feb- 19- 2013:11:30 7 n Bunj U U~d WW Q O CL Q Zp°00: �< L O UI =E0a:: ( Ir W 3 O U) It +CL UI�Z( °QO >v < D: W 0 N+ g w of +1 ^c X co . co m 1 \ \\ n + Co., W J j i C9 Z3 y CV 216 60 FL m W + n a ; U U ri �^ O ° + U j (7) -1• O + a- ° W on xj 0 0 _ E ZD ¢ O �< r-4 + +'c oMO ' c 25 / k `rS� o Q- JJ� 28 27 26 to rnZO Q Z Q W z V �'} 11�R� ° 00 0o ro o Y o 0 0 O Y st V- o_ CO �� �? Z�`; -� // 2 �xs p�3 ° m e6 06 c0 c0 of p nj d nj N f� of Q°p n d, l�yJai�� O / `f �� ex '8j - 31 n a0 O m to b° D N M Q O N Z �. 3 + +. + + t + t t + + + 5 2 5 Q) O o 04 N N N co N W N �— - - -- -- -- - - -- — - - - - -- -- — —_ — — —TT - -__ - -- — _ -- r 2 _3X \ W S W S W S F,—, +30.60 w HOVE PLUG &CONNECT 8` PVC WATER,, o EXlS1T. U PVC SEWER 11 +00 1!2+00 / x X. 1$" HPDE 8" PVC` SEWER 2S C: 1,. RCP o 12 HPDE 73 y y/ vs 4 ry 7 6 5 ' -0 W ° a . acs — �� � — N N +y � •� o- v toy Z ➢ cS Z O' 3 �. J MO °ol_ to rn rn U m w+ o. p N �o No. 47945 p °� M W�� U I— - N LO ^ ° Nw' Zn �� Exp. 12/31/13 -� + + t0 + QQW U V7 C.7 + + a� + O U 31- Q W N N N sp tT Z ISO +° ° +ON n �' �O T c1v11. I- d Nco, r p n + W ' U (LOU ' J N� cr r 20 0 20 40 60 o x Q �w� 0 2 n tr SCALE 1 "= 20' o� HUNSAKER AS BUILT & ASSOCIATES DRIVE �/�� Date .. SAN DIEGO , IN C SIGNATIE PLANNING 9707 Waples Street P POLARIS ENGINEERING San Diego, Ca 92121 N ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)S58 -4500 FX(858)558 -1414 Printed Name ° My Registration Expiresl2 31 13 Discipline CIVIL SCALE SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY ° FAS J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. o 41 Horizontal asc 1 ^ =20' Plans Prepared Under SupervisiorL Of g �- IMPROVEMENT PLANS: Z / y By: POLARIS DRIVE 10900 -1 (o Vertical Date Z �3��3 M SIH MAHER GLE N PR /OM ALTA ONSITE - 645 SAXONY ROAD 1 " =g' ALISA S. VIALP NDO R.C.E. No. 47945 Date: 3119 1 3 CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 4 OF 11 R: \0530 \ &Eng \Improvement Plan\ 0530- IP- 04.dwg[] Feb- 19- 2013:11:30 7 n Bunj 0 N+ g w of +1 ^c X • n + Co., W J G C9 Z3 y CV U 0_ a- 4 m W + n h �M U U ri �^ O ° + U j (7) -1• O + a- ° W on C) 0 0 _ ZD ¢ O + +'c oMO 2 Date CITY OF ENCINITAS BENCH MAF PT. NO. SURVEY 1026 (ENC -26) OF CITY OF ENCI CONTROL NETWORK PER R.O.S. 1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS IN SW CDR OF DRAIN INLET AT W SIDE OF PA LOT ON S SIDE SAXONY PLACE 200 FT SAXONY ELV.= 175.189' (NAVD'88) ' c 25 / k `rS� o Q- JJ� 28 27 26 to rnZO Q Z Q W z V �'} 11�R� ° 00 0o ro o Y o 0 0 O Y st V- o_ CO �� �? Z�`; -� // 2 �xs p�3 ° m e6 06 c0 c0 of p nj d nj N f� of Q°p n d, l�yJai�� O / `f �� ex '8j - 31 n a0 O m to b° D N M Q O N Z �. 3 + +. + + t + t t + + + 5 2 5 Q) O o 04 N N N co N W N �— - - -- -- -- - - -- — - - - - -- -- — —_ — — —TT - -__ - -- — _ -- r 2 _3X \ W S W S W S F,—, +30.60 w HOVE PLUG &CONNECT 8` PVC WATER,, o EXlS1T. U PVC SEWER 11 +00 1!2+00 / x X. 1$" HPDE 8" PVC` SEWER 2S C: 1,. RCP o 12 HPDE 73 y y/ vs 4 ry 7 6 5 ' -0 W ° a . acs — �� � — N N +y � •� o- v toy Z ➢ cS Z O' 3 �. J MO °ol_ to rn rn U m w+ o. p N �o No. 47945 p °� M W�� U I— - N LO ^ ° Nw' Zn �� Exp. 12/31/13 -� + + t0 + QQW U V7 C.7 + + a� + O U 31- Q W N N N sp tT Z ISO +° ° +ON n �' �O T c1v11. I- d Nco, r p n + W ' U (LOU ' J N� cr r 20 0 20 40 60 o x Q �w� 0 2 n tr SCALE 1 "= 20' o� HUNSAKER AS BUILT & ASSOCIATES DRIVE �/�� Date .. SAN DIEGO , IN C SIGNATIE PLANNING 9707 Waples Street P POLARIS ENGINEERING San Diego, Ca 92121 N ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)S58 -4500 FX(858)558 -1414 Printed Name ° My Registration Expiresl2 31 13 Discipline CIVIL SCALE SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY ° FAS J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. o 41 Horizontal asc 1 ^ =20' Plans Prepared Under SupervisiorL Of g �- IMPROVEMENT PLANS: Z / y By: POLARIS DRIVE 10900 -1 (o Vertical Date Z �3��3 M SIH MAHER GLE N PR /OM ALTA ONSITE - 645 SAXONY ROAD 1 " =g' ALISA S. VIALP NDO R.C.E. No. 47945 Date: 3119 1 3 CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 4 OF 11 R: \0530 \ &Eng \Improvement Plan\ 0530- IP- 04.dwg[] Feb- 19- 2013:11:30 7 n Bunj NOON MENE MEE � come= ®®® ® I iii 1i i I IN MEN EH I M 0 loom IN 0 11 111 ME ME No ® ® NOON® ® ® i ® '1�i® ®® i I i 81 In In NmoommEmommommi.l a NMI NONE oma ® N ®NEON® ® ® ®® ® ® ® ®® ® EE 0 ® ®® � ' °iI ® OO EO ® O N NE ar, N NN .. EmEEEEEEEE OEM -e ° a M N NINE 1901"i �I o ..y'x _ e I E .J$• ® — E[I�E�E® � MENEM MENEM MEMO N ME Posm ■�� M MMOF �_ i� ] egg .is ��_�!•'1ii i � S� - _ � � - ®� ._ I. I �a _ — �- -N - N ®�� ® ®— � — — �� �� � ®E� �.... �E EI !® -I� I �- E• � ��■ ®�� I IECEEE9�� E�1 _� =N . N i• - - - .N�N_.i NE. N N EHEi I� M 1 E— ®�E� L NI Q i- g ® ®®M IMF, !E672 �� __��1 IMEN 0 OEM MEN IN, 011,1 „ m�Q� m �� I { � �a®vsioa.� ' oiaaai® svoeaa®rvr¢. �r�e. ® s®rd r® rvera rv® sa :. r® rtas®scr ®riveisa i® aa®N iii rrs s/.rssaa s�oirrvisivr® E sivi o®aNsreiuNrerirr. � Nr®a_ •e - s�aa s r eE �®e<. i+N.I �NONE � EE N s NNN - N NONE N E N M OE OE�� III 0 1 ION IS IN IIIIIMMMM Noll 0 ME IN ME EI MEOW ON MEN E NO O Mari', E�.t MN NN E ' ' s Q BEARINGIDELTA RADIUS LENGTH REMARKS 1 30 33' 15" 150.00 79.99, 6" ROLLED C &V 2 A* iv 5'00" E m i i5.8e' 6" ROLLED C &G 3 N' 0'55 00" E J.S.R. /J.C.N. 93.86' 6" ROLLED C &G 4 9 49'37" 200.00' 34.30' 6" ROLLED C &G CURB DATA ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 IV 37'V(°l" 134.00' 71.61' 6" ROLLED C &V 2 N 05500" E m 74.88' 6" ROLLED C &G 3 N 0'55'00" E J.S.R. /J.C.N. 36.98' 6" ROLLED C &G 4 49'16'09" 3Q00' 25.80' 6" ROLLED C &G 5 271'24'56 36.00' 170.54' 6" ROLLED C &G 6 " 30 .00' 22.aT 6" ROLLED C &G j6,*08'47 N 55'00" E 199.59' 6" ROLLED C &G ^ ^' I VV.VV ' 85° ;37,6- ROLLED C &G WATER DATA (PUBLIC) *0900 DR14 SEWER DATA (PUBLIC) O BEARING /DELTA RADIUS LENGTH REMARKS 1 11'09'40" 200.00' 38.96' 8" PVC CL 200* 2 N 0'55'00" E m 163.47' 8" PVC CL 2vV* 3 N 0'5500" E J.S.R. /J.C.N. 10.93' 8" PVC CL 2VV* 4 .0'55 00" E Plans p ed nder Supervisiog Cyf Date "x' /3 ALISA S. VIALPA DO R.C.E. No. 47945 105.84' 8" PVC CL 200* 5 N 44'05'00" ,✓ 8.78' 8" PVC CL 2VV* 6 IY V 55'00" E 1 "= 143.04' 8" PYC CL 2000 * *0900 DR14 SEWER DATA (PUBLIC) O BEARINGIDELTA RADIUS LENGTH REMARKS 1 i i 3a'i0" 211 0.On 42.11 6' e" PVC** 2 :' 55'00" E m 87.36' 8" PVC ** 3 N 055'00" E J.S.R. /J.C.N. 30.93' 8" PVC ** 4 N 0.55'0^" E v Plans p ed nder Supervisiog Cyf Date "x' /3 ALISA S. VIALPA DO R.C.E. No. 47945 .c no, r,./.co o" nv ^a* u rru Underground Service Alert = II11M YDB DID CALL TOLL FREE 1 -800 422 -41f Tfil BDR�lG DAY9 BBPDBB Y0G DID Y * *SDR -35 3' CURB 3' CURB TR N „A SITION TRANSITION 6 To 0 TO s 1:50% Zzi PED RAMP LANDING DETAIL SCALE 1 " =5' o� d 1 JOCELYN WAY 3 �* v h SEE SHEET 6 25 ° 24 3 ^ Ia m z 14 aZ ~ 00 NQ Z x ^2 U F111 I > �m ro v ¢ �a N Xai \ od�Inccoo + ? + CLEAR +0 00 \ + ^+ + p CLEAR mow. tv 5 M ESMT o ° --o D D ESMT. IZ5 .1 k- O + + 00 oj� : 3 w �X W W - ( , w 2- ---7�w 3 w w- 1 _ 15 +0 ^ o BX 1 ' HOPES ; +00 8'' PVC WATER 2 m ° 12 PE i o 12” HDP ] °' l O r �. - 6 �v \ J O a•. . d O J II Of N ti n J N 011 $ ^ N p U CO rn p� w to rn to 0I K w co M 2 0 M N w }� �i �i d^ ^ U O * v U Q v ,i o v to 00 + + ~D: (� U) N Zm �- 0Y + V V1 o� tom 3 + + J N t V = w tij 7 trip `F v 3 � w iJ i u+i U h =+ + O i �h � w � c° co co 1- II cn 1 � V co + a� Zxo^� v, 'z�Un^ o^ tlul d a ^ ov,z way 8 9 zo J ^ fP w rn Q k -S MN� 1a A� j p Z d' LO to - J ¢ LO O =� U n° U o N J - •., --.. X � U(nO Q � F- O ¢ •- •- b•�. .. w¢ �� U �Q U ^ ZZJ LOU _ ? J O ,O tp (p Z� h N ZUmJ �¢ `I: ZI�IryOi 201- 0. �Z + lap LO \RCN �NO } +w w V ^ ^t� 1 MO o ^U O� ZNOo 20 G 20 40 60 � -0 UTILITY ACCESS o LOT 75 SCALE 1 "= 20' g SEE SHEET 11 to POLARIS DRIVE u Z 'A 'n 0 Lo C14 U) 04 U M n Designed By Drawn By Y� REVIEWED BY a m J J UU k LL LL ° O w z ? OD J J J1- i� ^W3 K n 3 a hU� U�16 NNNQ nnnia ^d STORM DRAIN NOTE: ALL OFFSITE STORM DRAIN PER 11294 -1. ALL ONSITE STORM DRAIN & MODULAR WETLANDS PER 10900 -G. 13 Date App'd I REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE Horizontal SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY Yq OFFSITE IMPROVEMENT PLAN 11294 -1 PT. NO. 1026 (ENC -26) OF CITY of ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 1841 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKIN LOT ON S SIDE SAXONY PLACE 200 FT W Of SAXONY ELV.=175.189' (NAVD%8) J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. t ROUGH GRADING PLAN 10900 -G Plans p ed nder Supervisiog Cyf Date "x' /3 ALISA S. VIALPA DO R.C.E. No. 47945 A^ By; / A, A \ By: 1 " =20' Vertical QUAIL GARDENS 6514 -I, 5790 -I MASIH MAHER Date: 3/let/13 _ Date: SAXONY P -K4 R.S. 700 -I ESD 62 1 "= IN I:Y9'1011711I 10' PUBLIC WATER ESMT. & PEDESTRIAN ACCESS ESMT. Cowl � -PIPE CASING PER W.A.S. WP -04/ f • ,1 18 +77.37 WATER LINE F REMOVE END CAP & TEMP. 8. 0. CONNECT TO EXIST. 8" PVC WATER d 8 '' 4' X 24' PUBLIC MAINT. & LANDSCAPE MAINT. ESMT. PER FINAL MAP 12 Z O Q V Q w 0 W ¢ V W q5j � aN W w� EX. 8" PVC WATER PER 11294 -1 EUGENE AVENUE ` z S : ) r n � ➢ �Nt3 >7� � � W I � �� `.° 2` to s HUNSAUR �,q q ` 9� & ASSOCIATES AS BUILT Q o_ SAN DIEGO, INC No. 47945 m Exp. 12/31/13 (Y d Date L61� 7 PLANNING 9707 Waples Street • SIGNATU E ENGINEERING San Diego, Ca 92121 CO CIV1V. ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558 -4500 FX(858)558-1414 � ° A �F Printed Name My Registration Expiresl2 31 13 Discipline CIVIL CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o IMPROVEMENT PLANS: POLARIS DRIVE ALTA ONSITE - 645 SAXC,NY ROAD �50 1 Z o � R /UM SHEET 0F11 �3- CASE N0. 11 -115 TMOBMOD BA D R: \0530 \ &Eng \Improvement Plan \0530- IP- 05.dwg[]Jan -03- 2013:13 :19 ` z S : ) MENEM SEES® ® E MENEE E ®® ®® ENEE= MEMEMEMEME S ®® ® ® SEMEN =MMMMMMMMM MM M E E M MEM NM E EEM Elm M M E ® M M Is MMM E ,e _ = [ , • ^ °� p � • °_3 I . a `! ` _ __ _ 111MIME X19 ! ! ®!!t • p I 3i ° r. � • • ® ® � G G. � 1 ' ® i e • i e i -7 r�i/dIA • •• \ ME® ® ®® � ! ° _ �.I® ' ® ®�" I: ®. =. ��I.= \ ® ® ® ® ® r` • , MEN ' s SEES ®r _ a _ C fii E, OMEN � � EEEEEMMM ®M. fly ® ®�I® ENE M G ME MW �l� � -- ®_- _ -���® __.®�� i�� E -® ®E�� - • _NNM SEES _ E � �� , ®® _ =1- MENEM JOE 0 i ° o a IEI e9 l I �!'ii°'8CH1►'ia`la, G sJ °a !� � ®® .I ® E �� ®�`°' � 9� �, �® ®®® �'• ® ® ® • ®� ®� ... , .° e 111 • ° ! - •A' $ �� �► E �® TWIN 1 MEEK E MM : = - .� M ; ; no M MEMEMEM Y• = i •:1 i EE E M Y E® MINE 0 NINE SEEM EE MEN a l l � ® ®® ®® ®® INN IEE ® ® ®® SEES®®® IIIE MEN a as as as as Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 21.35.48" W 25.00' 23.20' 6" ROLLED C &G 2 6729'12" 150.00' 176.68' 6" ROLLED C &G 3 N 89.05'00" W 166.00' 85.28' 6" ROLLED C &G 4 56.40'25" 77.91' 77.06' CROWNLINE i ❑ BEARING/DELTA RADIUS LENGTH REMARKS 1 90'00'00" 25.00' 39.27' 6" ROLLED C &G 2 N 89'05'00" W 200.00' 44.28' 6" ROLLED C &G 3 67'29'12" 166.00' 195.53' 6" ROLLED C &G 4 N 21'3548" W I App'd 23.20' 6" ROLLED C &G 5 1 T01 '35" 36.00' I0.7 C' 6" ROLLED C &G 6 7'5728 36.00 5.00' TRANSITION 7 757'28" 36.CC' S.CC' 6" TYPE 'H' CURB 8 7'5728" 36.00' S.CC' TRANSITION 9 20:'11'00" 36.CC' 125.78' 6" ROLLED C &G 10 80'2952" 30.00' 1 42.15' 6" ROLLED C &G 1; 48'04'19" 134.00' 112.43' 6" ROLLED C &G 12 N 89'05'00" W 44.28' 6" ROLLED C &G 131 90'00'00° _ 25.00' 39.27' 6" ROLLED C &G p kp xv- G �p, %' SG Q0 p Qt CB STA 30 +97.65 C/L CURB INLET, L =5'� -1Q� N.T.S. Underground Service Alert f- �y ° C1LL SORB YOU 00: ® CALL TOLL FREE�F> 1x *C900 DR14 i 16 � STORM DRAIN NOTE: ALL OFFSITE STORM DRAIN PER 11294 -I. ALL ONSITE STORM DRAIN & MODULAR WETLANDS PER 10900 -G. SEWER DATA (PUBLIC) Q BEARING /DELTA F RADIUS LENGTH REMARKS 1 29'07'50" 200.00' 101.68' 8" PVC CL200* 2 37.11 '01 " # 200.00' 129.80' 8" PVC CL200* 3 N 89'05'00" W 210.00' 53.01' 8" PVC CL200* p kp xv- G �p, %' SG Q0 p Qt CB STA 30 +97.65 C/L CURB INLET, L =5'� -1Q� N.T.S. Underground Service Alert f- �y ° C1LL SORB YOU 00: ® CALL TOLL FREE�F> 1x *C900 DR14 i 16 � STORM DRAIN NOTE: ALL OFFSITE STORM DRAIN PER 11294 -I. ALL ONSITE STORM DRAIN & MODULAR WETLANDS PER 10900 -G. SEWER DATA (PUBLIC) Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 88'00'00" W b L1 124.03' 8" PVC ** 2 24'5547" 200.00' 87.02' 8" PVC ** 3 37'2559" 210.00' 137.20' 8" PVC ** 4 N 89'05'00" W I App'd 63,01' 8" PVC ** * *SDR -35 9 i \ a 15 + yN Q m > u: 73 1 I a] p a M� 0 r � VS $ V + +n Z F G 7 NO• o ?' 5 0 G V o0 1 - - - - - 5 _ 2 M kg5 353 9� 6y - - 11 51X42 30X�t�1�E(� E i� 6 4 GgP�PgG��F. �$ �MQ FS��G 2 w 8,. VC WA TE SEWER 3/ ^ ti �' 6" P-V Ox ��G G 5 JG LID v ho M C h _ 19 E�• 1 -800 422 -4133. yl 3.177 2.007 tb 0.00% ,v b L1 > �\ I-M I ph 1229F5 �., 980 WOR®IC GAYS BROSB YW DIG k REVISIONS Date I App'd I REFERENCES Date CITY OF ENCINITAS BENCH MARK S- BU /G .t PT. NO. 1026 (ENC -26) OF CITY OF ENCINr SURVEY CONTROL NETWORK PER R.O.S. 18, DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS D IN SW COR OF DRAIN INLET AT W SIDE OF PAW LOT ON S SIDE SAXONY PLACE 200 FT W SAXONY ELV =175.189' (NAVD'88) SCALE orizont( 1"=20' h 1 "_ -® 1111AVY4 EI �• P i c yl 3.177 2.007 tb 0.00% ,v b L1 > �\ I-M I ph 1229F5 54 229 FS � 1.81�`� k ° N 23 D 12 +75.16 10 Lf. OF (;1L 8 X8'X8" TEE W/ (3) R.S.G.V. Sc T B. (4'X4') > �\ C/L INT. M.H. NO. \ 12 +85.16 JOCELYN ° \ I=, n� wn onI Aoic 'A -4' 20 0 20 \�. SCALE 1' 24 g? 229.44 FS O 9 � �y V 3.177 2.007 tb 0.00% b L1 �\ I-M I ph 1229F5 54 229 FS � 1.81�`� 229.54 FS PED RAMP DETAIL SCALE 1 " =5' TC 229.34 CO 3' we 20IJI°�� I� °� +�� �1�I V 22 5.V1q(A; - HUlVSAKER mu moe °�' 21 P 9yo' AS BUILT &ASSOCIATES SAN D I EGO, I N C No. 47945 ,� / Exp. 12/31/13 Date.,/ i, 7_ PLANNING 9707 Waples Street JOCELYN WAY . SIGNATU E ENGINEERING San Diego, ,4 92121 q CIVIC ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558 -0500 FX(858)558 -1414 Printed Name My Registration Expiresl2 31 13 Discipline CIVIL Designed By Drawn By Checked By REVIEWED BY J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. tans Pr ar d U der Supervisiory Ofi By. By' IMPROVEMENT PLANS: JOCELYN WAY 10900 -1 S, r Date / // /3 MASIH MAHER /J - P/l/y/A4 ALTA ONSITE - 645 SAXONY ROAD _ISA S. VIALPAN 0 R.C.E. No. 47945 Date: 3/19.11 -1 Date: "- 2O CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA SHEET 6 OF 11 R: \05'0 \&Enq \Improvement Plan\ 0530- IP- 06.dwgrlJan -03- 2013:13:23 B U ®®®®®® M® ® ® ®® ®® ® ® a • ®® ®® ® ® Jim ®® a "a -�i ® MEN ®® ® E ® MEMOS ME EE MEN MEN E_ NONME E EE E 0 N SEEMS EEE 0 00 on Mommommi on "e w1 ■ ® ® N ®® IC:rr E ® MENEM E N® MNEE_ f. M oil M 0 1 MMI ® ® ®® M ® ® MEN MEN ME ME 0 E E EE E x ®E ®i x • EE E ; '. ., ar •• x s I% 1I®1I _ , �i' ` .I■ E E ® • : s � ° x °• s e + @ '.,a I x " x , �` -� _® �� irilE�' 1lI4. _ �� � ME ME. I`E SEEM .DOE 7 IEI •191�° Ira �,<. Eli! � ®s ME! 999 CCC�c�c�c���11 x p' Elm IN M MEN M ION ®® ME ® ' .. �- G. EEE E ONE ENE MEND M mom ® ®M ® m mom NONE SEW ®EM NE E Q BEARING /DELTA RADIUS LENGTH REMARKS 1 11'4028" 200.00' 40.75'.. 6" ROLLED C &G 2 N 0'55'00" E # 141.53' 6" ROLLED C &G 3 83'16'17" 150.00' 218.00' TRANSITION ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 83'16'17" 166.00' 241.26' 6" ROLLED C &G 2 N 0'55'00" E _W 97.68' 6" ROLLED C &G 3 0755'00" E 200.00' 5.00' TRANSITION 4 N 0'55'00" E 7.00' TYPE 'H' C &G 5 N 0'55'00" E 10.00' TRANSITION 6 1 N 0'55'00" E 11.29' 6" ROLLED C &G 7 50'38'00" 30.00' 26.51' 6" ROLLED C &G 8 180'J721" 36.00' 113.49' 6" ROLLED C &G 9 15'5456" 36.00' 10.00' 10 TRANSITION 10 74'39'40" 36.00' 46.91' 0" CURB 11 40'3357" 30.00' 21.24' 0" CURB 12 N 0'55'00" E 139.07' 0" CURB 13 83'16'17" 134.00' 194.75' O" CURB Q BEARING /DELTA RADIUS LENGTH REMARKS i N 0'55'00" E 132.60' 8" PVC CL200* 2 N 0'55'00" E 112.43' 8" PVC CL200* 3 42'2549" 200.00' 148.11' 8" PVC CL200* 4 N 88'59'17" W 21.22' 8" PVC CL200* Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 0'55'00" E 127.29' 8" PVC ** 2 N 0'55'00" E 124.50' 8" PVC ** 3 43'3526" 210.00' 159.77' 8" PVC ** 4 N 88'59'17" W 22.13' 8" PVC ** LET 8 r 22.j1�$11. 06 cT. /OF 8�2, C c 4 4 13 +95.25 C 7'e *C900 DR14 * *SDR -35 13x 5 rt11 6639 13 +83,9¢ 55 5.3 � C L 7 h D N STORM DRAIN NOTE: sxss /s i 13�NO. 12 ` ALL OFFSITE STORM DRAIN PER 11294 -I. /3 a +1856 513 Rr. Z L ONSITE STORM DRAIN & MODULAR WETLANDS PER 10900 -G. // 1368 of o c C fP ` � 42 45 a oo 3 / S n W 54 oN rN 7 o tGo ; N ^ CB c e O S cS O 2 T l v F2 C3 Z Z Y ¢ D �'rn° + II 44 a LO ? � Y o m ' A Nr -tTN T ` '` 3 V) + \} °� 13 10' 5' � 4 SW72 C.O. 3 8 U Z N 4 � 2 P0 L� ¢ N JN N t�V C LINE W 1 1 oc C V- �o 0 0: 0 0 0 0 0 3 CURB CURB 00 ZP C.¢ .-- m t� o n ' N i r + 0) d ) O N U �' p G I _ ! x+ + + + LINE O Cm o 0 0 o 0 - to m N< 46 ST q 90 _ h r j �3X 3 > e B rU-� IU-� ' �� �� 9 0��9 >• g 11 a - ern o -S -- w 12 w s R C, GAP �6 �6 (6 (6(6 oh n 4 h N 50 53 30 +0. M ) 1 ° `I I If 8" PVC WATE ^ o +0 ^ 12+00--_ o ? CB STA 31+16.06 1 1 2 2 i x� C� /� Q CAR ST. LIGHT a P V v CB STA 31+14.02 { 18 1DPE "'3 8 VC SEWER �y� s � v'S 4 a 0� �� HbPE 7 6 5 3 2 W 52 5P5.VIgL ^ 41 i s w $ 0 v 2a 10 +74.82 C/L CURB INLET, L =7' STA s1 DW1 __ a N SCALE 1- 20 Q o _. - r .. .``.. • - ,.. ". - „•..:...- ..., - a` No. 47945 ' � 20 0 2 40 60 GB 16.1 75 N.T.S. C L �5A 8 47 Underground Service Alert =30M M a6 CALL TOLL FREE 1 -800 422 -4133 M WO G mn fl U YOU NG REVISIONS 1 REV,7RAIL, W7-XI5Wk.4A75 , La i5 9-9 4 49 3 AS -ou1ur Date 48_ 0 Ur Date CITY OF ENCINITAS BENCH MAR I PT, NO. 1026 (ENC -26) OF CITY OF ENCI SURVEY CONTROL NETWORK PER R.O.S. 1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS IN SW COR OF DRAIN INLET AT W SIDE OF PA LOT ON S SIDE SAXONY PLACE 200 FT SAXONY ELV =175.189' (NAVD'88) i SCALE ro r w w Exp. 12/31/13 LA w n ti J rn rn U + Z °goo O U o m + in CIVIti r,j U ^ U � ti (0 Q, N W 51 { H UN S A KE R + LOT o &ASSOCIAT ES w AS BUILT UTILITY S A N D I E a O, I N C i J ACCESS o o j 5 Date 7/ PLANNING 9707 Waples Street ro LOT 75 a Z Z SIGNATU E op + Lw ¢ UU ENGINEERING San Diego, Ca 92121 0 7 z �Wm CHANNEL ISLAND DRIVE ALISA S. VIALPANDO P.E. No. 47945 0 SEE S11EET O W SURVEYING PH(858)5584500 FX(858)558 -1414 Printed Name V- X30_ - SPECIAL DISTRICT Designed By Drawn By Checked B J.S.R. /J.C.N. I J.S.R. /J.C.N. J.C.N. /A.S.V. Ions Pr po ed U der Su ervisloy 9f By: Date (�3 ALISA - S. VALPA DO R.C.E. No. 47945 Date: My Registration Expiresl2 31 13 Discipline CIVIL c0 REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. o0 By' IMPROVEMENT PLANS: CHANNEL ISLAND DRIVE 10900 -1 Z 1a,111L1 MA F.R LEN PR /VNJ ALTA ONSITE - 645 SAXONY ROAD MI L3_ Date: ° CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA SHEET 7 OF 11 0 3 R: \0530 \ &Eng \Improvement Plan\ 0530- IP- 07.dwg[]Jan -11- 2013:11:59 1 ' L.._ , zz : ui 1 2" a 1- > ' Q Ell INN mill No Ell 11111111 INN NEI 11 0 I R-1-pam 0 IN 011111 1 Jim. NNE= MEN 0 MINI 0 MINN' I NINE ME 0 �11611 IN NONE SEEN MENEM MEMMINEEMEMINE HIM Nil NONE I aim M a# milli ME MEN 0 MIN mmmmm MEMO ME1 010000 MENEM IEEE NO M ME NONE N IMP Ell MENONE NONE so W71 NNE No INIM00 00 M1No MENIIIi MMMMfi No MEN 0 OMEN 0 Noms 0 MEME MOM Mon Mon MEMEME ME NMI "• 11' MENEM M ME IN Q BEARING /DELTA RADIUS LENGTH REMARKS 1 6'38'00" 150.00' 1737' V" CURB 2 I 8.509'11%" N IY AI UV I / II J J% / $.2$' 0" CUno 3 00./,7.47- VOV/ IJ V.UV 4` 7� �r /V./J 0" CUno 4 IYI 2'5J'JV" E N 46.55' V" CURB ❑ BEARING /DELTA RADIUS LENGTH RE�pMARKS 1 6'3$'00" 13T.VV' 15.51' V" CURB 2 Y 88'59'17" W J 3fu.2$' 0" CUno 3 88,01`13- 30A0' 46.14' 0" CUno 4 N L'SJ'JV" E N 46,JF V" CURB 5 n� W)lo 75.00' 46.12' 6" ROLLED C & G 6 15$'35'24" 56.00' 155.00' 1 6" ROLLED C &G 7 J5' 14'06" 75.00' 46.12' 6" ROLLED C &G 8 N $$'59'17" N -- — h 331.74" 6" ROLLED C &G 9 6'3$'00" 166.00' 15,22' 6" ROLLED C &G +o + + + 41 1 I ".' 8859'17" 'W 40 1- $" PV, CL20V* a d- J 2 1 h 3 Z U + C9 Z 0. Of to D N W 1010 58 n� W)lo 10 a to 1q, t6 z (+ov_i a o +o + + + + 1 I ".' 8859'17" 'W O 1- $" PV, CL20V* a d- to d- 2 1 h 3 N 2'SJ'JO" E + 91.V6' 0. + D N W 1010 58 n� W)lo 10 a z (+ov_i w S 1 O INO (NO a -- -- — h — s o n w td W w H W U m V, o U p `} 1+1 0 d- tO a Z 15 +00 - 12 HDPE too p0 W� } Z O � i 'd 3 I �0 032 38 9 ew 55^ �* 74 W 8" PVC SEWER +� W +erg Underground Service Alert tell D M= CALL TOLL FREE 1 -800 422 -4133 M WOMM DAYS B9DR6 YW DID -43Vi1- J.LB ° rYla VLGBB 19 +12.94 MATCHLINE 78.10' ,C9D0^DR14V D IT 19 +12.7 SEE SHEET 9 cr SEWER DATA (PUBLIC) �'NO PARK - { 19 BEARING /DELTA RADIUS LENGTH REMARKS 1 I ".' 8859'17" 'W O 1- $" PV, CL20V* a O'S62J" 20000' II 00 O" BI /l. /.I O/1!1! 3 N 2'SJ'JO" E + 91.V6' 0. + D N W 1010 58 n� W)lo 10 10 z (+ov_i O INO (NO a -- -- — h — s o n o td to U m V, o U p `} 1+1 d- tO a Z N 00 } Z 'd 3 I �0 032 38 2 ew 55^ �* 74 8" PVC SEWER +� p +erg 18 +66.40 EC PCR CN �� _ Ja 0 °to U U _ 57 M Y a• a N P Y ^1 Do 18 +33.29 1.87' LT. OF C L EC O L6 to J.LB ° rYla VLGBB 19 +12.94 MATCHLINE 78.10' ,C9D0^DR14V D IT 19 +12.7 SEE SHEET 9 cr SEWER DATA (PUBLIC) �'NO PARK - { 19 BEARING /DELTA RADIUS LENGTH REMARKS 1 I ".' 8859'17" 'W O 429.43' $" PV, CL20V* Z O'S62J" 20000' II 00 O" BI /l. /.I O/1!1! 3 N 2'SJ'JO" E + 91.V6' 0. J.LB ° rYla VLGBB 19 +12.94 MATCHLINE 78.10' ,C9D0^DR14V D IT 19 +12.7 SEE SHEET 9 cr SEWER DATA (PUBLIC) �'NO PARK - { 19 39 V) 2 N N Y co BEARING /DELTA RADIUS LENGTH REMARKS 1 N 88'59'17" N O 6220' 8" PVC ** 2 N 88'59'17" „ c) LO 326.81' 8" PVC ** 3 IY L',J',VO E + 91.V6' $" P'YC ** 39 V) 2 N N Y co 3 N d- V O ¢ 2 D') O 1+10 LO ¢ n0 000 c) LO N _l VN-O +. + + + + Qo torn a 1010 58 n� W)lo 10 10 z (+ov_i a -- -- — h — s — — - - -- w - -- — 2 'W N W t0 W 1 \ o 8" PVC WATER 16 +00 3 I 38 2 18 +69.21 3 74 8" PVC SEWER p 18 +66.40 EC PCR _ U Z Y a• a Y ^1 Do STORM DRAIN NOTE: ALL OFFSITE STORM DRAIN PER 11294 -I. ALL ONSITE STORM DRAIN & MODULAR WETLANDS PER 10900 -G. Date I App'd OFFSITE IMPROVEMENT PL/ ROUGH GRADING PLAN 10 QUAIL GARDENS 6514 —I, ° QAYr1NIY P_VA P C 700- CITY OF ENCINITAS BENCH MARK SCALE FT. N0. 1026 (ENC -26) OF CRY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416 Horizont( DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC 1"=20' IN SW CDR OF DRAIN INLET AT W SIDE OF PARKIN LOT ON S SIDE SAXONY PLACE 200 FT W Of Vertical SAXONY ELV.= 175.189' (NAVD'88) 1 " =R' J N N QI J U O G O < ti O 5 + 00f 00 f2 Qo a 101a 58 j a .1 18 +92.21 C/1 I° 16' DWY 1 - W ;. .1 .Aeslgnea Lay urawn rs cneCKea Liy REVIEWED BY J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. Ions rpa ed U der Supervisioyy�� 0 Ely: /�,� Date // 2% y MASIH MAHE _ISA S. VIALPAf DO R.C.E. No. 47945 Date: 3/10t113 61 By: Date: i 1 62 1 I 1 7 Me L CB STA 31 C L 17.1' - ` ^ER 1 63 20 0 I& 20 5 SCALE 1 "= 40 No. 47945 Exp. 12/31/13 M HUNSAKER AS BUILT & ASSOCIATES ' / /,_ , "..,4,_. SAN DI EGO, INC Date 61711 L PLANNING 9707 Waples Street E ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500• FX(858)558 -1414 Printed Name My Registration Expiresl2 31 13 Discipline CIVIL CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT IMPROVEMENT PLANS: CHANNEL ISLAND DRIVE ~ ALTA ONSITE - 645 SAXONY ROAD r:ACF NIO 11 -111-1 TAAr1RAAon /RA /nR /(.nP /FIA t'.,. Drawing No. 10900 -1 SHEET 8 OF 11 9 ro 0 I QD 0 CD O 2 * *SDR -35 4 9< DD 4 oa o ; 5 18 +79.21 N N r \ 37 I 3 I 38 18 +69.21 3 18 +66.40 EC PCR _ U Z 1 ^� ^1 Do 18 +33.29 1.87' LT. OF C L EC O L6 a 18 +31.04 4.1 1' LT. OF C L / + + + p 90' ANG. PT W T.B. 5'X4.5 3 17 +95.65 BC PCR NO PARKING s w - -- -- - -- -SIGN - -- - 'il d w w w w '' —W- 3 2 'i( 17 +00 18 +00 2 it _ " 12 HDPE I .. N} N + o 00 + to _ + r. N + ^ O 00+, \��" Cm• S �3 tV OM rn . W to to 59 .1 .Aeslgnea Lay urawn rs cneCKea Liy REVIEWED BY J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. Ions rpa ed U der Supervisioyy�� 0 Ely: /�,� Date // 2% y MASIH MAHE _ISA S. VIALPAf DO R.C.E. No. 47945 Date: 3/10t113 61 By: Date: i 1 62 1 I 1 7 Me L CB STA 31 C L 17.1' - ` ^ER 1 63 20 0 I& 20 5 SCALE 1 "= 40 No. 47945 Exp. 12/31/13 M HUNSAKER AS BUILT & ASSOCIATES ' / /,_ , "..,4,_. SAN DI EGO, INC Date 61711 L PLANNING 9707 Waples Street E ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500• FX(858)558 -1414 Printed Name My Registration Expiresl2 31 13 Discipline CIVIL CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT IMPROVEMENT PLANS: CHANNEL ISLAND DRIVE ~ ALTA ONSITE - 645 SAXONY ROAD r:ACF NIO 11 -111-1 TAAr1RAAon /RA /nR /(.nP /FIA t'.,. Drawing No. 10900 -1 SHEET 8 OF 11 9 ro 0 I QD 0 CD O 2 No E No NONE IN MEN ME oil 1 1 MI0N1011111 0 MEIN IN 0 mommmom 0 IN III M m�mi 1 00 0 MEN No M I M NONE ffll NINE IIIIIIIIIIIINE MEN= No 1 E H M INN 1 0 SENSE on IN NONE ME MINIM 11101110 MEN I mmmm=m NOR MEN in M Nil 6112 111 No Milo RE-0011 N so In IN all 0 0=1 mom MEN 0 0 so ME 0 0 ME Z_ om MINES M 0 EN 0 NONE om M I M III MEN mom IRE MEN moommmmmmomon ME MEN 0 11 SOMEONE 11 ��om loon ON 1 0 0 0 0 0 IN 111 1 IN In M No No tow IN ME MEN MENEM= SEEN I 1 11111 0 P2 1171, CENTERLINE DATA — BEARING /DELTA RADIUS LENGTH REMARKS 1 1 N 2'53'30" E 320.08' 0" CURB CURB DATA ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 N 2'53'30" E 320.08' 0" CURB 2 142'5J'30" E 320.08' 6" ROLLED C &G WATER DATA (PUBLIC) *C900 DR14 SEWER DATA (PUBLIC) Q BEARING /DELTA RADIUS LENGTH REMARKS 1 I N 2'53'30" E 32Q08' 8" PVC CL200* *C900 DR14 SEWER DATA (PUBLIC) Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N T53'30" E 258.94' 8" PVC ** 2 N 2'53'30" E 81.14' 8" PVC ** * *SDR -35 STORM DRAIN NOTE: ALL OFFSITE STORM DRAIN PER 11294 -I. ALL ONSITE STORM DRAIN & MODULAR WETLANDS PER 10900 -G. 20 0 20 40 60 SCALE 1 "= 20' 3 w 36 35 /P 34 /P 33 /P 32 = W J J J J U Z � v o v U ° p m 5 10 NW O O O OK m� O O O BOOS m0) O= N N N O�� O aY os N° t0W t0W toLL �W h � I ^ N • r7 t1 h W Z O O t U t6 to to to OJ O <S- a! O M CURB to 0 + + +- +s t + t } t + t m to M to ON M o to 0 0 I_ (o LINE LINE to N N N 0) N N N N N^ N^ N _ W ° S W -- /!0T --- -- -- S —W ----------------- — —S , .-- _ S —W ------ — — — —S -- W ti� LJi f __� 1(c4nN�) LJiill W W Ytl 1 W Y➢ W W W U^� hO tYj tOO tto NU� O � NN NN N NN W o 8" PVC WATER 12" DPE ^ 20+0? 1 21+00 ;!T 22t00 2 0 8 PVC SE ER I U V] 1.2". HDPE 18' HDPE �Q rJ W �_,_ ._.., 0 — - -, - �� + I T 1 1, 2 °. 0" U F.VI T. _ S W T ° W S° 5 C � ° + A J 21 +52.00 C/L CURB o INLET ' L =19t No. 47945 (o Exp. 12/31/ 13 U) M� V1 M O N.T.S. U h U ° h N Ni. t t ( h N a ri N OY to ^ W 0) N ^ try to K O �t V+ t n t W 0 M + + W F" + r.1 + t F- + C} M + ^g + 2 I.^j + t + '4 CIVIL +W° rn d3 rn ti} uj3 rn m Ui O O O IIW N N N to N O N N N I N N JJ N n MO ^ 3O:ti �O UQW shO O N° Q 3 2 n° N N N vl-i^ 0) to 10- Ofb Q N(O d' _' ("� 't °-Wig 00^ N� o?Q row CO 64 /P w 65 S /� 66 g 67 0 Lo-,o /P �;� 68 HQ�UN�+�S+AK�(TER °�1= WpJ ° + I� +t Underground Service Alert Z ?= d W + + N ro� N "1 , (?L ASSOCIATES lA 1 ES Q UU LZ ru.�Deemo� ^Wm A BUILT SAN DIEDO, INC 56/17b „ . . CALL TOLL FREE • Date PLANNING 9707 Waples Street 1 -800 422 -4133 CHANNEL ISLAND D RIVE SIGNATU E ENGINEERING San Diego, 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(856)556-4 �4500 FX(856)558-1414 Printed Name M WDRmIC DAYS 890a6 YW DIC My Registration Expires12 31 13 Discipline CIVIL REVISIONS Date App'd REFERENCES Date CITY OF ENCINITAS BENCH MARK SCALE SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. / RAIL OFFSITE IMPROVEMENT PLAN 11294 -1 PT. NO. 1026 (ENC -26) OF CITY OF ENCINITAS J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. SURVEY CONTROL NETWORK PER R.O.S. 1841 Horizontal IMPROVEMENT PLANS: 3 ,4S -,C 01_7- - r ROUGH GRADING PLAN 10900 -G DESCRIPTION: 2.5” CITY OF ENCINITAS ; BRASS DIS 1 " =20 Plans p red nder Supervisio 0� By: By: CHANNEL ISLAND DRIVE I0900-I IN SW COR OF DRAIN INLET AT W SIDE OF PARKIN qq / ALTA ONSITE - 645 SAXONY ROAD QUAIL GARDENS 6514 -I, 5790 -I LOT ON S SIDE SAXONY PLACE 200 FT W o Vertical Date / //i /3 MASIH MAHER GLENN PR /VM SAXONY P -K4 R.S. 700 -I ESD 62 SAXONY ELV.= 175.189' (NAVD'88) " =8' ALISA S. VIALP DO R.C.E. No. 47945 Date: 3119 / 13 CASE NO. 11 -115 TMDBMOD /BA /DR /CDP /EIA SHEET 9 OF 11 R: \0530 \ &Eng \Improvement Plan\ 0530- IP- 09.dwg[]Dec -03- 2012:10:09 rT A._ L MEMO 0 NINON 00 OMNI M MM MINE IN 1 NONE NEI Ems NEI i ZONES Ill 2221 MINE mom MENNEN No 0 ON mom 0 *11MM.'ro L -no up moommommom NMI OMEN moommom 0 No Ill 0 IL a 0 ME NEMM Lin MEN NONE 0 0 M NO I 10, 1 mom 0 0 MM MEMNON Mommommoomm MEMNON 11002100 211 LM 1ARMU. 0 MEMO mom CENTERLINE DATA Q 1 BEARING/DELTA RADIUS LENGTH REMARKS 1 90'02'39" 150.00' 235.74' 0" CURB 2 N 8703'51 " IN 166.00' 35.94' TRANSITION .. ❑ BEARING /DELTA RADIUS LENGTH REMARKS 1 81'3544" 166.00' 236.40' 0" CURB 2 3'27'06" 166.00' 10.00' TRANSITION 3 84'57'01" 30.00' 44.48' 6" TYPE 'G' C &G 4 99'3959" 30.00' 52.19' 6" TYPE 'G' C &G 5 1'04'C8" 134.00' 2.5C' TRANSITION 6 16'33" 134.00' 1C. CC' TRANSITION 7 T 16'C8" 134.CC' 17 CC' 6" TYPE 'H' C &G 8 Y 16'33" 134.00' 1C.00' TRANSITION 9 63'42'43" 134.00' 4'n n'' ' 4�'v 6" ROLLED C &G WATER DATA (PUBLIC) *C900 DR14 SEWER DATA (PUBLIC) BEARING /DELTA RADIUS LENGTH REMARKS 1 14'13'34" 210.00' 52,14' 8" PVC CL200* 2 N 39'37'04" E 200.00' 9.75' 8" PVC CLZ00* 3 49'41'05" 200.00' 173.43' 8" PVC CL200* *C900 DR14 SEWER DATA (PUBLIC) * *SDR -35 Underground Service Alert = Bgi H YOU DD: CALL TOLL FREE 1-800422-41: m wwm DAYS aDStlaB YW DN NEVISIUNS Date I App'd I REFERENCES V. TRAIL AA.MI 0 FSITE IMPROVEMENT PLAT -BU /[-TS V Z 4f I ROUGH GRADING PLAN 109 QUAIL GARDENS 6514 -I. 5 32 31 Z O v v� x N r M / r r 'o- i 0 R) •• 30 Z Y D: I 0 - - -- -- — N N' O' V — � X 1 S X'O , ,8„ PVC��SEWER —U X18 " -HDPE s 2 , { z 24+68.70 REMOVE END CAI a CONNECT TO EX. 8 PVC W m 24 +81.37 10.17' RT. OF C PEDESTRIAN ACCESS & GENERAL UTILITY i R PED. EX. WATER METER TO BE RE 57 +01.95 EX. SUBDIVISION EX. 60" STORM Q► Q© y% N I IMS 91; LT STORM DRAIN NOTE: ALL OFFSITE STORM DRAIN PER 11294 -1. ALL ONSITE STORM DRAIN & MODULAR WETLANDS PER 10900 -G. P G 'a- o Vx� a`0• R�\� Q 1oQ�OQ\P�J,���. �e / 5 QC�� jx9N Ov h� J���� �Cv r � � r Y P , z' 4> 9 Qki CITY OF ENCINITAS BENCH MARK BEARING /DELTA RADIUS LENGTH REMARKS 1 32' 19'41 " 200.00' 112.85' 8" PVC ** 2 37'04'29" 200.00' 129.41' 8" PVC ** * *SDR -35 Underground Service Alert = Bgi H YOU DD: CALL TOLL FREE 1-800422-41: m wwm DAYS aDStlaB YW DN NEVISIUNS Date I App'd I REFERENCES V. TRAIL AA.MI 0 FSITE IMPROVEMENT PLAT -BU /[-TS V Z 4f I ROUGH GRADING PLAN 109 QUAIL GARDENS 6514 -I. 5 32 31 Z O v v� x N r M / r r 'o- i 0 R) •• 30 Z Y D: I 0 - - -- -- — N N' O' V — � X 1 S X'O , ,8„ PVC��SEWER —U X18 " -HDPE s 2 , { z 24+68.70 REMOVE END CAI a CONNECT TO EX. 8 PVC W m 24 +81.37 10.17' RT. OF C PEDESTRIAN ACCESS & GENERAL UTILITY i R PED. EX. WATER METER TO BE RE 57 +01.95 EX. SUBDIVISION EX. 60" STORM Q► Q© y% N I IMS 91; LT STORM DRAIN NOTE: ALL OFFSITE STORM DRAIN PER 11294 -1. ALL ONSITE STORM DRAIN & MODULAR WETLANDS PER 10900 -G. P G 'a- o Vx� a`0• R�\� Q 1oQ�OQ\P�J,���. �e / 5 QC�� jx9N Ov h� J���� �Cv r � � r Y P , z' 4> 9 Qki CITY OF ENCINITAS BENCH MARK SCALE Horizontal SPECIAL DISTRICT Designed By Drawn By Checked By 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 SW CDR OF DRAIN INLET AT W SIDE OF PARKIN LOT ON S SIDE SAXONY PLACE 200 FT W O SAXONY ELV.= 175.189' (NAVD'88) J.S.R. /J.C.N. J.S.R. /J.C.N. J.C.N. /A.S.V. By,IN Date: Plans P P er SUpervisiog Of. Date ALISA S. VIAL R.C.E. No. 47945 1 '_20' Vertical 1 " =8' f� w� eA NO REVIEWED BY f '_ r By: / GLEN Date: 3 2a UrSiI��il�] 20 0 20 40 60 SCALE 1 "= 20' lo, in' 24 +27.24 C/L CURB INLET, L =17' N.T.S. No. 47945 Exp. 12/31/13 HUNSAKER AS BUILT & ASSOCIATES S A N D I S C O, I N C Date 817161 PLANNING 9707 Waples Street SIGNATURE/ ENGINEERING San Diego, Ca 92121 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500 FX(858)558 -1414 Printed Name My Registration Expiresl2 31 13 Discipline CIVIL AD CI'T'Y OF ENCINITAS ENGINEERING SERVICES DEPARTMENT Drawing No. °o IMPRDVEME:IT PLANS: CHANNEL ISLAND DRIVE 10900 -1 Z ~ ALTA ONSITE - 645 SAXONY ROAD O CASE NO. 11 -115 TMDBMOD BA DR CDP EIA SHEET 10 OF 11 3 R: \0530 \ &Eng \Improvement Plan\ 0530— IP- 10.dwg[]Jan -03- 2013:14:00 As", BulL l i ,) Ism MMMMMMM 0 MINE I MOMMEME loom 11 MEN NOON 0 MEME�� 11 0 No -11 ME 110111110 ME ME IN 11111101110111111 ME EEM. MEN lionim IF M OEM no mom�� 0 MEN 0 s OF-20 PM on 0 ME ii ME No --��==Emmmmmmm Em 0 SOMME 0 No mommommommom 0 0 0 ONE moommoommomm 0 0 No on 0 0 0 MEN I M I No 0 Ift ��lml MOMMENJIMI 0 0 M MINIMUM Underground Service Alert = Wd90a6 WOO CALL TOLL FREE 1 -800 422 -41; TWO WORWplG mn fl O yw m REVISIONS AS -001,7 Date II I I I I BEARING /DELTA 3 LENGTH REMARKS 1 N 89'05'00" W Checked By l o�Q� I D IM 10+10.00 C L A -4'C w-�� i o¢z�1 ? �13wpo = � Q 10 + ¢W (aU ¢ I 12 +75.82 20.25' LT. OF C L f 49 C L TYPE 'B -1' C. B. INLET 12 +82.07 C L'A I 11+51.46 C L NYLOPLAST 12+73.82 C L NYLOPLAST DRAIN BASIN DRAIN BASIN PT. NO. 1026 (ENC -26) OF CITY OF ENCINRAS SURVEY CONTROL NETWORK PER R.O.S. 1841 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKIN LOT ON S SIDE SAXONY PLACE 200 FT W 0 SAXONY ELV.= 175.189' (NAVD'ea) _ J.S.R. /J.C.N. J.S.R. /J.C.N. J.C:N./A.S.V. � � �" To W con Plans P ,pa ed U der Supervisio 0 ry Date 1111113 ALISA S. VIALPA DO R.C.E. No. 47945 r/� x V] W z U �w a °DCn i514 -I 5790 -I MASIH MAHER Date: 1 Z �,/ q/ Date: .S. 700 -I ESD 62 � ^ =g' 3 Nt WgRy If Q- / a O a 1 0 _, ((. o - _ a - I INSTALL �4) R b10VABLE �fJLLARDS d TRAFFICG(i�yFlARD RPT3501 0 : E&1UIVALENT a o - ° & - d d d° EX • 12' HOPE a p dNSTALL REMOVABL 0 LARDS-" -° ° d °. 8" PVC SEWER 12100 TRAFFICG RO RPT3501 OR )ti@UIVALENTe� 1 1 d a -O ° oD - 1 7-1-00 7� h r; d .: .<- .. . U) I aw , w C INT., M.H. NO. 7 I 10+00.00 UTILITY ACCESS LOT 75= 0 +00.00 ° + 4 0. C/L INL, M.H. NO. 9 10 +51.46 CL TYPE 2 +92.0712 +92.07 UTILITY ACCESS.LOT 75= 'F C B 30 +00.00 10 +97.07 CHANNEL ISLAND DRIVE 12 +97.07, 2" A.V. 13 +02.07 13.75' RT. OF C L 8X8 X8 TEE W 3 R.S.G.V. 50 & T.B. (4'X4 I I 16 +28.32 POLARIS DRIVE 54 +60.69 0 9 +95.00, 2" 8.0. 9+90.00 13.75' RT. OF C L 9 p al 8X8 XS TEE W 3 R.S.G.V. z & T.B. (4'X4') 1n 20 0 20 40 60 SCALE 1 "= 20' UTILITY ACCESS /LOT 75 CENTERLINE DATA Q BEARING /DELTA RADIUS LENGTH REMARKS 1 N 89'05'00" W Checked By 29207 8" PVC CL200* WATER DATA (PUBLIC) *C900 DR14 SEWER DATA (PUBLIC) 101 BEARING /DELTA RADIUS LENGTH REMARKS 1 — W Checked By 31207 8" PVC CL200* *C900 DR14 SEWER DATA (PUBLIC) 101 BEARING /DELTA RADIUS LENGTH REMARKS 1 — �I on•nc'/� IV UJ V✓ VD" W Checked By — _ onn nom' LJL.V/ 8" PVC ** * *SDR -35 t ERENCES Date CITY OF ENCINITAS BENCH MARK SCALE Horizontal SPECIAL DISTRICT Designed By Drawn By Checked By REVIEWED BY GENT PLAN 11294 -1 PT. NO. 1026 (ENC -26) OF CITY OF ENCINRAS SURVEY CONTROL NETWORK PER R.O.S. 1841 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN SW COR OF DRAIN INLET AT W SIDE OF PARKIN LOT ON S SIDE SAXONY PLACE 200 FT W 0 SAXONY ELV.= 175.189' (NAVD'ea) _ J.S.R. /J.C.N. J.S.R. /J.C.N. J.C:N./A.S.V. PLAN 10900 -G Plans P ,pa ed U der Supervisio 0 ry Date 1111113 ALISA S. VIALPA DO R.C.E. No. 47945 By: AA ° /✓� By._ 1"=20' Vertical i514 -I 5790 -I MASIH MAHER Date: 1 Z �,/ q/ Date: .S. 700 -I ESD 62 � ^ =g' STORM DRAIN NOTE: ALL OFFSITE STORM DRAIN PER 11294 -I. ALL ONSITE STORM DRAIN & MODULAR WETLANDS PER 10900 -G PL PL 3U 3' 16' 8' 3' ALL - WEATHER ACCESS ROAD* 5' D.G. TRAIL* I11= 29 GRASSY SWALE PER 10900 -G UTILITY ACCESS /LOT 75 N. T. S. * 7" PORTLAND CEMENT CONCRETE OVER COMPACTED SUBGRADE. PCC SHALL HAVE A MINIMUM 28 -DAY FLEXURAL STRENGTH OF 600 PSI ** 5' D.G. TRAIL MEANDERS PER PLAN. SECTION PER DETAIL SHEET 3. No. 47945 Exp. 12/31/13 HUNSAKER & ASSOCIATES SAN DIECO, INC PLANNING 9707 Waples Street ENGINEERING ' San Diego, Ca 92121 23 ALISA S. VIALPANDO P.E. No. 47945 SURVEYING PH(858)558.4500 FX(858)558 -1414 I Printed Name My Registration Expiresl2 31 13 Discipline CIVIL CITY OF ENCINITAS �/ �+ ENGINEERING SERVICES DEPARTMENT IMPROVEMENT PLANS: UTILITY I ACCESS/LOT 75 ! ALTA ONSITEE - 645 SAXONY ROAD (:ACF NO 1 1 —1 1 ri TUnPKAfln /RA /nR /r F)P /FIG 0 I C) Drawing No. d o0 10900 -1 z SHEET 11 OF ll 0 g UJ ZZ Z.W. Q W Q I� 0-