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2008-990 I (Plans) P LAN S FOR THE CONSTRUCTION OF 160 ANDREW AVENUE CURB AND PARKWAY IMPROVEMENTS IN THE CITY OF ENCINITAS 0 . o SAN DIEGUITO. GENERAL NOTES WATER DISTRICT NOTES P oc ° A` E nON 0 WORK TO BE DONE g 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF ANDREW w Cj a: FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE AVE. LEUCADIA ° w THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. BLVD. TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. N S p PLANS AND STANDARD DRAWINGS: 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE y 9 y 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL U) �j L OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. o Z y C 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW n o STANDARD SPECIFICATIONS 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE CENTERLINE FINISH GRADE OF STREET. t . PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR C) vy o 1. "GREENBOOK•' STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. '• S21 6 N` (2000 EDITION). 70 EXISTING FACILITY REQ TO TAKE AND ANYEWHCH10SANOT MEA 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. n S9 BN B`\ 5 00 2. CALIFORNIA DEPARTMENT TI TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, OR NOT SHOWN ON THESE PLANS. " (1996 EDITION). c AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON LOCATION 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. ;:; c 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -JULY 1992. - lRE L 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS. SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE yy; F 5. CITY OF ENCINITAS STANDARD DRAWINGS. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND SIDEWALK EXISTS OR WILL BE CONSTRUCTED. z , ENCINITAS S c tii FACILITIES PRIOR TO THE START OF ANY WORK WHICH CROSS NEW STORM DRAIN PIPE U PROPOSED BY THIS PROJECT, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. < STANDARD DRAWINGS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. �� � SANTA, FE DR. D,q 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -JULY 2000. (OR LATEST EDITION) 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING '':''., S y 2. STATE OF CALIFORNIA STANDARD PLANS - JULY 1992. CITY RIGHTS -OF WAY. 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS &ELECTRIC COMPANY PRIOR TO - '':.e. g tTO 3. SAN DIEGUITO WATER DISTRICT STANDARD PLANS. STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH t p 9 4. CARDIFF SANITATION STANDARD DRAWINGS. COMPANY REPRESENTATIVES. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY 9 2 RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY o pESCRIPITON STD DWG SYMBOL NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. Z "UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL O g ¢ S9 EXIST CABLE TELEVISION LINE -CTV- - CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW �� BIRMINGHAM FEi EXIST WATER LINE W - - SAN DIEGO GAS & ELECTRIC COMPANY. CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. DRIVE w �y� EXIST SEWER LINE - -- S - -- TELEPHONE: (800) 422 -4133 G� Jk EXIST ELECTRICAL E B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK 12 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO p Q EXIST TELEPHONE T ARRANGE FOR INSPECTION OF PROJECT, n EXIST GAS MAIN G NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. fn TELEPHONE: (619) 546 -3606 13 FILL AREAS MUST BE COMPACTED TO 90 7o, PRIOR TO PIPE INSTALLATION. %5. 5 �Q EXIST STORM DRAIN = _ _ = SD = _ C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK " > ��' EXIST CONTOURS -- -195' - - -- -- NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. 14• APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE EXIST RIGHT -OF -WAY LINE - - ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR �� Q PROPOSED RIGHT -OF -WAY LINE - - NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE PROJECT AREA TELEPHONE: (760) 633 -2709. SAN PROPOSED CONTOURS 6(i 15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED : >,`.;: D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER `'' ELIJO GRADED SLOPES Y - NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN :;; - AG00 WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 65.52 7C NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES S21 - PROPOSED SPOT ELEVATIONS CONTACT COX CABLE TELEVISION COMPANY. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE LOT LINE - - - -- TELEPHONE: (800) 422 -4133 DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, NEW CONC DVWY 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. V INSPECTOR. 17- MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VI C I N I T I MAP ELLLLLLLEL`LLLLL TURF BLOCK BY RCP LL L_I-I-i L 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC VAULTS. WORKS CONSTRUCTION (2000 EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO _ NO SCALE D.G. WALKWAY THE STANDARD SPECIFICATIONS FOR PUBLIC'WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO 18. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. REGIONAL STANDARDS COMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (MARCH 2000 THOM. BROS. PG. 1147 D5 , EDITION), CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 1992 EDITION),AND 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, THE SPECIAL PROVISIONS FOR THIS PROJECT. VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT 20 CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE C ONSTRUCTION DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE • ITEM NO, DESCRIPTION STD. DWG. UNIT QUANTITY 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL U lO 6 X 16' FLUSH CURB L.F. 106 BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION AS 13UI �� COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL 2O 22' WIDE DRIVEWAY S.F. 34 C7 5 RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY - 00 AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. 3Q TURF BLOCK BY RCP S.F. 21I4 Q 0 ® LL 6' A.C. ALONG S.F. 84 DAM (o Z4I 0 I NEW FLUSH CURB 0 SO 4' THICK D,G. WALKWAY S.F. 19'L Q G 2'X6' REDWOOD HEADER L.F. 42 n O CID SHEET INDEX PREPARED FOR SITE ADDRESS OWNER / P ER M I TEE STATEMENT STATEMENT OF ENGINEER OF WORK ABBREVIATIONS - SHEET 1 - TITLE SHEET CELIA E. & JOHN L DOLE 160 ANDREW AVENUE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY z AC = ASPHALT CONCRETE BCR = BEGIN CURB RETURN SHEET 2 IMPROVEMENT PLAN 2330 29TH STREET ENCINITAS, CA 92004 WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES - OF THE ENGINEER'S TRADE OR Q PVMT = PAVEMENT ECR = END CURB RETURN SAN DIEGO, CA 92104 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION (575) 770 -4371 ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT LIP = GUTTER LIP PCR =POINT OF REVERSED CURVE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR. THE PROPER THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR O X -GTR = CROSS GUTTER (R) = RADIAL BEARING APN 216- 052 -44 COMPLETION OF THE IMPROVEMENTS. REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS EP = EDGE OF PAVEMENT VERT. = VERTICAL 160 ANDREW AVENUE PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL U 1 FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE TC = TOP OF CURB HORIZ. = HORIZONTAL EXISTING PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE I FL = FLOWLINE SDRSD = SAN DIEGO REGIONAL LEGAL DESCRIPTION PREPARED B Y AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, _ INV = PIPE INVERT STANDARD DRAWINGS IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE 0 TB = TOP OF BERM EXIST. = EXISTING UNDER MY C NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES BC = BEGIN CURB READ. = REQUIRED ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE Q' EC = END CURVE PVC = POLYVINYL CHLORIDE PIPE PARCEL 1 OF PARCEL MAP #5343, THE SEA BRIGHT COMPANY / _� m FH = FIRE HYDRANT PP = POWER POLE RECORDED NOVEMBER 26, 1976 4322 SEA BRIGHT PLACE BY: 4 fff+++��� DATE: WORK PERFORMED BY THE ENGINEER. CARLSBAD, CA 92008 L. DOLE R/W =RIGHT OF WAY CMP = CORRUGATED METAL PIPE /�� (760) 720 - 0098 BY: DATE: / 5 BY: /V' / l' / - ATE: - �fl -hl- p� : E$SIO W ST LT = STREET LIGHT ARHM = ASPHALT RUBBERIZED HOT MIX CAB = CRUSHED AGGREGATE BASE 221 1 t 1 / _0 J �" OBERT 0 SUKUP r QP P� O• g�"Y CELIA.E. DOLE L Underground Service Alert SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING DEPARTMENT PARKS AND RECREATION - - „ o� A C'y, W THE SEA BRIGHT COMPANY 2 1 w ROBERT 0. SUKUP 1- RE YOU Dc REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED B : c� m 4322 SEA BRIGHT PLACE No ,�g302 CARAD, CA 92008 CALL TOLL FREE TE EP HONE NO. (60) 720 -0098 Fxp.3I311lb 1- 800422 -413 Q g / /�� •3.09 7 LZ �J RCP NO.: 28302 �,q CIV1� W 7 ��'�/ e rg i1ic.�� EXP. DATE: 03 -31 -10 A\ :2 7 D 5 maw (SICNITURE EXPIRES 2 YEARS FROM DATE) DATE: DATE: DATE: F DATE: Z REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITA ENGINEERING DEPARTMENT DRAWING NO. v) REVISE PAR WA`1 a ONH ►I�rs I DESCRIPTION: _ 2 _ 1 /2" BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED SRU APPRO PUBLIC IMPROVEMENT PLANS FOR: W REUISE ARMA M OVE FUTTS LOCATION: 4.5' WEST OF CURB, WEST SIDE HORIZONTAL N/A _ DOLE RESIDENCE 990 -I _ AS -130 L c 7 ( to OF RAINTREE DR. IN CURVE KNUCKLE ROBERT 0. SUKUP DAB - � - 09 BY; BY: ^ W Z RECORD FROM: CITY OF ENCINITAS VERTICAL N/A O' R.C.E. N0. 28302 MASIH MAH R PETER COTn- ROBLES 160 ANDREW AVENUE CD I PT. NO. 1004 ENGINEER ELEVATION: 67.639 DATUM: NAVD BB EXP. 03 -31 -10 DA I��pC, DATE: 9414109 09-047 CDP Z SHEET 1 OF 2 W 3113 \IMP76-22 -09 PLANS FOR THE CONS RUCTION OF 160. ANDREW AVENUE CURB AND PARKWAY "IMPROVEMENTS IN THE CITY OF F•L. r NEW RESIDENCE PER BLDG PERMIT #08 -584 SWALE R/W IN TURF BLOCK R�UJ 6 -052 -44 20' ® 30' ' DOLE PROPERTY 1°1.251 160 ANDREW AVE. FF =62.56*, O 04 /fIII N ©- Iii - N ow 11 * ca 1 1 = , p(� TURFBLOCK PAVERS r ISO x'31 Z' (MINIMUM 3 THICK) 1 , FRDM W 0 z z 1.5'* C UT EDCoE 5.6 ' G. WALKWAY W.0%., SAW CUT ALONG ICK). EDGE & PATCH ' ZX(o REDuJOOb CROWN 2°x/0" 20 �\ HEADER ouoo 2 REMOVE EXISTING euo FENCE & LANDSCAPING INSTALL NEW 2 .75' IN STREET R/W X 16" FLUSH 6° REDWOOD HEADER 6 OF FULL DEPTH CONC CURB A.C. FOR PATCH I.15 ABOVE UL BETWEEN SAW CUT t.b:9' ABOVE N A DG. 'WALKWAY OS & NEW FLUSH CURB 2" VEl SAW C07 eb6t EXIST 30' EASEMENT FOtt I EVE4)N6 1. 1F INSTALL NEW 3A. FOR PUBLIC ROAD 5 © z ( S ) ® TURF BLOCK Q3 6" X 16" FLUSH 6 OF 3/4 CRUSH ROCK PURPOSES, PER 6 (G) _j 0 6 CONC CURB F/P 75- 092243 v 0 0 I' REC. 04/21/75 3 1 co`V �6 'WM 1 REMOVE EXISTING DVWY QI 64.0 INSTALL /�QQ �" GRAVEL .iN�CA�I- 6 DIKEAw SECTION A —A BETWEEN BLOCK — — FROM EXt. AI I;t` TdA N.T.S. IN LIEU OF TURF OF •TUIbF �t ACS' 1' AEA t n ® NEW FLUSH CURB VEL ; INTENDED TO MATCH S. Top G�9 ' ;•;�.: F�. EXISTING EDGE OF .gg T p b7 ti3* N b\ � F.C�'r °' «' . .. ." '` `;, 0 PAVEMENT (TYP) �� 6o g� @FRM 4.' t �j . L y LLL L 1 �L _ p44 -� (G) \� 01 (G) 4 6ry 1 c. / n C CR / �G 13.'�J i Ft r i .n ( W ) TRfSIC1014 1511N� (42.�1ClE 6 1V�'�4'15'Ob " E 6 An { `F , S ��� "' (W (sue - r0 - ylES �... r — — — (s �� — 00 5 p o / o �8A7C @R 61 6 P o C 6Z R /tit CAC �C @R . \ I �C� k En 2oj 4 » 2 4 � ' 6RK TDRE3.�� G� BRK 6; gq I \ C @Rk O 34 OS 2.6 \ 6 3.p 6 g. \ '3 -er ^1 / �� - -- DWY✓ 6 o3 @ fRMJ / ��- — _ — �— 6 n3�� C _� �i 3 \�\ b C NG �(\\ M@ FN 6 Z -9� 'M@ SbbP �IYAI C r , >- N o FZ Z SCALE 1.._f0 p W R p0�� 61 81, PVC OUT PVC r)ur o O U SEE ENCROACHMENT - PERMIT PER DOC. NO. -0yv94 S _ 0' . 20' 40' 60' RECORDED / 0 FOR IMPROVEM NTS IN R/W Of OF1: O. SU"'� Q iAj i V) Underground Service Nert � No.0O2830 W ' � �P• 3131 � O�`R• F=-• CAL BUM mu Dr 9 CIVIL Q Q CALL TOLL FREE FCA 1 1-800422-413 W i rm wremc was ma€ wu ow - Z REVISIONS APPROVE DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT - APPROVALS CI TY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. v) v W o N DESCRIPTION: 2 1/2 BRASS DISC PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLANS FOR: W EVISE U7 y P OVE T5 LOCATION: 4.5' WEST OF CURB, WEST SIDE HORIZONTAL I = 10' S_$UILI • 0 L /D OF RAINTREE DR. IN CURVE KNUCKLE ROBERT 0. SUKUP DATE " -09 B AA�,I BY , DOLE RESIDENCE 990 -I Z RECORD FROM: C OF ENCINITAS VERTICAL N/A R.C.E. NO. 28302 MASIH MAHER PETER COTA- ROBLES 160 ANDREW AVENUE C) PT. NO. 1004 DcP ENGINEER 03 -31 -10 DATE � DATE: f3 � 09-047 CDP z • ELEVATION: DATUM: . SHEET 2 OF 2 W 3113 \IMP- 06 -22 -09