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1992-2984 I (Plans)GENERAL NOTES ,1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 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 THE 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 THE EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. 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 CONTRACTOR WILL 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" THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS;('. FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES. TELEPHONE: 1 800 422 -4113 (DIG ALERT •t q 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES., NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. TELEPHONE: 1 800 422 -4123 (DIG ALERT) 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 RELOCATIONS IF NEEDED. 10. ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT: TELEPHONE: 1- 800 - 422 -4133 11. 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. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. 14. ALL SIGNS TO BE ALUMINIUM WITH 3 FOOT HIGH INTENSITY TYPE REFLECTIVE FACE OR EQUIVALENT. 15. CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. 16., ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED WITH THE CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. SEWER NOTES ALL WORK. TO BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, 1982 EDITION, THE 1982 SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE NOTED. 2. PIPE AND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE A 4" MINIMUM OF 3/4 INCH CRUSHED ROCK. BENEATH THE PIPE. (B) V.C.P. AND A.S.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES MINIMUM ABOVE 'PHE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE NATIVE FREE- DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 " CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY tE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17, PRE -CAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. POURED IN PLACE MANHOLES SHALL BE FINISHED COMPLETELY AT THE TIME OF POUR. 5. THE CONSTRUCTION OF 4 INCH SEWER LATERALS PER SDRSD NO. S -13 AND S -14. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, TYPE A. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH MINIMUM COVER. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 10. FILL AREAS MUST BE COMPACTED TO 906 PRIOR TO PIPE INSTALLATION. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF PROJECT. 12. THE CONTRACTOR SHALL AND IiEREBY DOES GUARANTEE ALL WORK FOR A PERIORD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN THE RIGHT -OF -WAY. 14. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 15. PUBLIC SEWER ONLY AT EXISTING SEWER STATION 3 +54.70 ALL OTHER SEWER CONSTRUCTION PRIVATE. INSPECTION BY BUILDING AND SAFETY. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 8703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS / I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS � y,gY &04� r,fl CONSISTENT WITH CURRENT STANDARDS. - Si NATURE DATE AS SHOWN ON THIS PLAN SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL FOR "ate A °p TM 91 -042 AND THE STANDARDS FOR PRIVATE STREETS. �A� I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS CARDIFF SANITATION DISTRICT AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS u% ®.f,OGa 9 92 CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, WAYNE PA 0, R.C.E.29577 DATE No. 2M77 AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. REVIEWED FOR CONFORMANCE WITH PRIVATE STREET STANDARDS: i'• 9 -2 RA. R'/ BY: '(�/a -"�, o•'l✓ !T6 /IVJWl WAYNE P SCO, RCE 29577 CONTRACTOR TO EXPOSE AND VERIFY ALL EXISTING UNDERGROUND FACILITIES PRIOR TO SCHEDULING CONSTRUCTION AND NOTIFY ENGINEER OF WORK IF CONFLICTS EXIST. WATER NOTES 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DECEMBER 1987 STANDARDS OF THE CONTRACTOR VSHALLN CI WATER HAVENACOPYOFE DISTRICT. THE STANDARD O \) SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 0 2. NO WORK. MAY BEGIN OR PROCEED WITHOUT \�\Z\O� PARCEL 1 DIRECTION OF T INSPECTOR. NSPECTOR'S SCHEDULINGSMUSTBE 24- 48HOURS I N rj�OQ ADVANCE OF WORK. 3\ 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. PARCEL 2 " =100' 4. INSTALL A MINIMUM 1 INCH WATER SERVICE TO 1 / EACH LOT. METER TO BE LOCATED 5 FEET FROM A PA R C E 3 SIDE LOT LINE. A 3/4 INCH HIGH LETTER " " W SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE !^ 3 CROSSINGS. J 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW .OFFS AT ALL LOW POINTS �Z IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW OFF WHEN LOCATED AT OR NEAR HIGH OR LOW I SUBDIVISION POINTS. BOUNDARY - 6. UNLESS OTHERWISE- NOTED, CONNECTIONS TO (Y� EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. T 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH LINING TEMPORARY KEY MAP SERVICES, ETC., PRIOR TO SHUTDOWNS. 8. LINE VALVES, WHERE REQUIRED, AT STREET INTER- SECTIONS SHALL BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. 9. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH I� WORK WITH OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE 'LEGEND SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. /I SUBDIVISION BNDY LOT LINE 11. ALL EXISTING FACILITIES WHICH MAY AFFECT LOT NUMBER 4 EXIST WATER LINE - -W -- FINAL DESIGN, I.E., LINE CROSSINGS, LINE C\/ /' PROPWATER LINE -W - PARALLELING, OR PROPOSED CONNECTIONS SHALL BE EXIST SEWER LINE --S - FIELD VERIFIED. ALL EXISTING OR PROPOSED PROP SEWER LINE -S - UTILITY CROSSINGS, OR UTILITIES WITHIN 10 ;'(V �!!! SEWER MANHOLE -o FEET OF PROPOSED WATER MAINS, SHALL BE SHOWN ',, FIRE HYDRANT w ON IMPROVEMENT PLANS. � PROP LEANODUT •-1 PROP CLEANOUT 12. ALL WATER SERVICES FOR IRRIGATTON, id'tLTIPLE RESIDENTIAL COMPLEXES AND COMMERICAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE ON "THE EXISTING PRIVATE ROADS OF ACCESS TO THE PROJECT CUSTOMER'S SIDE OF WATER METER. ARE WITHIN THE EASEMENTS FOR THE BENEFIT OF THE S LAND DIVISION ". 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE I�\ O�Q � 9 2_- STANDARD SPECIFICATIONS. THE CLASS OF PIPE / ; WAYNE P CO R.CE.29577 4DATE SHALL BE USED AS THE DESIGNATED WORKING JP k EXP.3 -31 -95 PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. BUTTERFLY VALVES vo SHALL BE DRIP -TIGHT AT 200 PSI MINIMUM. 14. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 15. THE SUBMISSION.AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY THE STANDARD SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. ENCINITAS FIRE DEPARTMENT - DAit •9L SIGNATURE TE 9 x/92- OLIVENHAIN MUNICIPAL WATER DISTRICT DATE POTABLE WATER WORKS APPROVAL APPROVED BY BOYLE ENGINEERING CORP. DISTRICTS CONSULTING REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESCRIPTION: CHIS.SO.IN TOP HOWL MARKED W/ STEEL POST LOCATION: SW.COR.INT.EL CAMINO DEL NORTE 8, HORIZONTAL N/A RHO SANTA FE 23' W/ RHO SANTA FE RECORDED FROM: COUNTY OF SAN DIEGO N/A VERTICAL CONTROL VERTICAL ELEVATION: 119.476 DATUM: U.S.G.S. ? / DATE' SPECIAL DISTRICT r 27' w 1241 3' 12' 12' 2' NATURAL GROUNDS � 4.0(D - -5 -- 333 LF mac?. STRUCTU7OFCONSTRUCTION CTION ���� ��� NATURAL PER °R" ESTS @ GROUND \` THE TIM SEE LETTER OF PERMISSION • it TYPICAL SECTION x X JACKIE LANE STA 2 +0000 TO 4 +2740 2,932SF NO SCALE W r r z w z w 30' i? APN: w (n 24' 1 EA Q w 1 16' w 4' 12' 12' 2' 611 AC BERM 1 STRUCTURAL SECTION PER 4f 'R'i VALUE TESTS @ THE TIME OF CONSTRUCTION TYPICAL SECTION JACKIE LANE STA 0 +56.68 TO 2 +00.00 STA 8+57.21 11 +93.94 NO SCALE PLANS PREPARED UNDER SUPERVISION OF DATE : 9 9Z fW"O R.C.E. NO.: 29577 WA E PASCO 3 95 EXP. I- z w 2 SEE SECTION A- A BELOW ___--% NATURAL GROUND- 4 L I STRUCTURAL SECTION PER "R" VALUE TEST @ TIME OF CONSTRUCTION TYPICAL SECTION JACKIE LANE STA 4 +82.87 TO 7 +95.69 NO SCALE PER PLAN WALL PER SDRSD C -2 OR BW DETAIL ON SHT 3 ELEVATION NATURAL PER PLAN GROUND 2" T.F.- BW. -O,5' W SECTION A -A TYPE 2 MASONRY RETAINING WALL STA 3 +50.00 TO 6 +66 .00• NO SCALE APPROVALS WORK TO BE DONE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. S.D.C. = SAN DIEGO COUNTY O:M.W.D. = OLIVENHAIN MUNICIPAL WATER DISTRICT S.D.P. = SAN DIEGO PRECAST NO ITEM EXISITNG CONTOURS SUBDIVISION BOUNDARY PROPERTY LINES EASEMENT LINES PROPOSED FINISHED CONTOURS O REMOVE EXIST. AC PAVING ® REMOVE EXIST. 6" PVC SEWER O RELOCATE EXIST. 8" WATERLINE ® RELOCATE EXIST. WATER METER O RELOCATE EXIST. POWER POLE © RELOCATE EXIST. FENCE © REMOVE & RECONSTRUCT EXIST. AC DRIVEWAY 2" MIN /6" DG ® REMOVE & RECONSTRUCT EXIST. CONCRETE DRIVEWAY O ADJUST EXIST. TELCO BOX TO GRADE ADJUST EXIST. SDG &E VAULT TO GRADE 11 CONSTRUCT 3" AC OVER 6" A/B 12 CONSTRUCT 6" AC BERM TYPE "A" 13 CONSTRUCT MASONRY RETAINING WALL 14 CONSTRUCT B" PVC SEWER 15 CONSTRUCT 2:1 FILL SLOPE 1G CONSTRUCT CUT SLOPE (RATIO SHOWN ON PLANS) 17 CONSTRUCT AC DRIVEWAY 18 CONSTRUCT AC DOWNDRAIN OCONSTRUCT RIP -RAP ENERGY DISSIPATOR 20 RELOCATE EXIST. TELCO RISER 21 INSTALL FIRE HYDRANT 22 INSTALL 4" SEWER LATERALS 23 INSTALL 1" WATER LATERALS 24 INSTALL 8" PVC CLEANOUTS TYPE "B" 25 INSTALL SEWER MANHOLE EARTHWORK QUANTITIES: DWG.NO. SYMBOL QUANTITY 12,722 SF CUT 950 FILL 950 EXPORT /IMPORT 8 OWNER KENNETH D. SMITH ' V PA 2920 LONE JACK ROAD ENCINITAS, CA 92024 (619) 436 -0526 APN 264 - 160 -31 I7 AS SITE V 5.nn� l� In rl- O QO Z_ 0) of � Q w v1 U W Ou, r QN (� >_ Ld 0D w m ' 01 O zzzc\j Q cy'10 � 9001± - -5 -- 333 LF 245 LF to U) (0 OW'M' 100 LF SEE LETTER OF PERMISSION • 2EA x X 193LF WITH THE CITY ENGINEER: 2,932SF W 0 TELCO BOX 1 EA BY-: SDG &E BOX APN: C� 1 EA 28,270SF 8 -24 -92 1 932LF 1 6 ® COLIN & LEANNA GIBSON 1,249SF 264- 151 -08 -(D-s- 720LF 2:1 FILL PHILLIP R.PRATHER AS SHOW 264 - 151 -10 z DS -7 � 3705E D -22 � 2035E D -40 60SF ,TEL.RISER 2EA -4: 1EA 0 - -1� 5EA EO PHILIP HODGES Q 2EA O 5- 1 EA S -17 O S 6EA CUT 950 FILL 950 EXPORT /IMPORT 8 OWNER KENNETH D. SMITH ' V PA 2920 LONE JACK ROAD ENCINITAS, CA 92024 (619) 436 -0526 APN 264 - 160 -31 I7 AS SITE V 5.nn� l� In rl- O QO Z_ 0) of � Q w v1 U W Ou, r QN (� >_ Ld 0D w m ' 01 O zzzc\j Q cy'10 � 9001± D_ to U) (0 RD. SEE LETTER OF PERMISSION TO GRADE OFF -SITE ON FILE 1 WITH THE CITY ENGINEER: W -��17% ;i.i`/ i' +iti � BY-: DATED• APN: TOM FROST 8 -24 -92 264- 160 -32 6 ® COLIN & LEANNA GIBSON 8 -7 -92 264- 151 -08 Q PHILLIP R.PRATHER 4 -28 -92 264 - 151 -10 z ST OM�NO DO ROBERT HAMILTON 6 -26 -92 264- 151 -45 SO Ok�F DEBORAH HAMILTON 6 -25 -92 0 2 Q EO PHILIP HODGES 7 -01 -92 264- 152 -14 cf) Z �A 2 FO JEFF DANIELS 8 -17 -92 264 - 151 -41 W Cn GO ARTHUR N.BUCK 8 -24 -92 264 - 160-33 W W W VICINITY MAP CAROL L. BUCK Z cr Z NO SCALE HO DAVID COX 8 -25 -92 264- 151 -44 - (D 0 0 CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q 0- IMPROVEMENT PLANS FOR; T PSI 91 -042 2984-1 MAIN EXTENSION NO-21A WORK PROJECT N0. 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BERM DATA N � lv o � �� a �6R tl C} uQ k � Q n � 7-0 P,eo %E Te/faeAR -1, N1&N zjA",v &� >y �� p G2ADE 8¢CQ/G �} CD.U/VEC70,V6 X15 EEQd /,ec / NO OR BEARING R L REMARKS O O�U 9p�Q �r - - -- — 3 , NO. ORBEARING RADIUS LENGTH REMARKS / t /34 °09'/6" 20.00' 46.83' 6'!lC.BELM TYPE q" O QO �1N N /8' hU�ot , Ada TjyE p/pEt/AIE Nhb ,SEER/ 9L^siZ`D WATER LINE 2 V /5'/3'53 "E !43.32' 666') h O !9 147.35 ppg/A/FE�TEO �,2Er10 ✓EDP Tl1Lf 1 t/ /S °!3'53 "E 69.89' 8 °- /OGA. W.L. 3 12'03'3/ "• !32.34' 27.85' " ��WW =3'� l° @/02r J h�Qi F N k �j $EQ ✓lGES W /LC 3E Ti2.ialSFEieEr� 4 / 03'3/" /32.34' 27.85' " j � `>z`0 FeoN 7JYE H /GHun>E ?O 'TNE P /P£'t/.JE "4C8E/ZM D /5r,�z T S7�1x%DAeD$ SEWER DATA A115'13' 53"45 HuvG 95941 -L i3E 1 l/CoCo ° /4'Os5 E 18.25' 8 "I°V.0 SEWER 7.l3' UUVR 12.3 I� @/152r TYPE C -2 RETAINING WALL DATA(HEIGHT SHOWN ON PLAN) NO. I I A OR BEARING R RADIUS I I LENGTH I I REMARKS LLJ A/15 °1353 "E I I - 1 1 27.50 1 1 F4C6WAC6@E.P. Lj za- z 1 F z ; w Q a i I , . 1 + ' T - - -- - 0� v� �� z2 4C %70 MEN all a am Boom EMEN MEMO MEE ONE MEEME ME 0 am SEEM= __� 1111MEMEM _ M MEN uo Mg Moull 053 '1 w .q MENrwr- wffr _rte -.� urr a_I u � MENEM ME fir.\ HE ^+ •r ., :,:_ r.w' i.- <[ - a. - \G -y..w- nr I -Ifnl -.f i �iiii .�.�.i�••.rri. \ \rs . �. � _ . awrm w.ia a�rrl . .w � , a _ ��_ ���wi. i- `s- � s�.i�Tii!��_.w_• tei�a� ME32 W — . a vo i MORONISM •s_. -i a n`ii� �ue:/ � a +iar� i- ��i, .�� _ .:� - z b =.i . . r . . a= �� _�� "= _� � ====rte . ��� =-��- ��_ ���' =��a. =1�•` := . ,_ l.Rf - \w_l RR Ill r 'L�Y� -1� � ,•�_" '�' r>• /fir wr.rlww=i/ ��.. �T�� TM — = _ El MOM IN 0 aw NJ is�.R gas -��' .�r1211��' rte. �! •��w! •e��., 1•�,�''�' =i�°r•w"'•Ti ��iTTi�?TS��� _iii a v r� �_rJ f,l►_T i ► +�� �-ai .�a��a_._e��f_r_a.o. �_ wlw�_ �� ME_E N� mom y.� ME ME a M MEMO ME M MME 0 r- = Is =:__: .� mono SEE Im \ P IN _ETAIL BELOW LEFT '\ � .•.�" \�.•�$ e+ Q ♦ -.. e• 4` r PIr�. C' \ . -... - '�d - 4 C'g `. 4° I{•'® O ' �i �I��(li'�a � b.� �,,.�� —_ , - \ Ct 'ti. , ^;.. -.�. C.i L'\ �4 ,+, Y.y ": r F1 GS G° ® ` ° v ,�a °• �'�a. _ - � ,. m ar - °"" :.a _ .�'� . ...? ♦ pC, '�,� - � ®tea, •1. - �' ,. ,. :_.Y G9 }c r �'t M•�"r uT� - - .III • • APRON " 13, 61 � 5 1A.1 • / R\ O �Ilu. ► _ -...1 O - / J ♦ I -OI I \ ._ i f \ , •gig + / soxToee / I i •. 'I I ♦ v e - G /A/E. CO,VT4CT ✓OWM W47-EES OF p r ♦ k �'-' -_ Cf M �/� // / / 5G5 G5eo %°ZGOIe NOS 6000 NGl619I T k PLAN • JACK I E LANE c o Q hcTOQ -m LIeR/r Y 7 ocrtYio�! F /tv cOVSrzucr/ov. Aa OATEC HeTEQS 11 7w4f cx>AJGN MOTE io THE SA776FAC77oAJ or- 7 W /NbPecM e tQ o 70 9LCH" A/itl NOTE= EX /5T1nIG !,/A7E12 MerE25 cZi / tl ro N� 0 � o �i0 h pt! SERVICE Due %VG Ca\/STeJeT /c�/. Ca�r2AC7a$ / / N o g N h °�°�o �� p",� a �� 'SHALL CooRa�+c%�rTE !�/ rrN THE D/sre /� r >ecEs / Q a ¢w 6" A.C. BERM DATA N � lv o � �� a �6R tl C} uQ k � Q n � 7-0 P,eo %E Te/faeAR -1, N1&N zjA",v &� >y �� p G2ADE 8¢CQ/G �} CD.U/VEC70,V6 X15 EEQd /,ec / NO OR BEARING R L REMARKS O O�U 9p�Q �r - - -- — 3 , NO. ORBEARING RADIUS LENGTH REMARKS / t /34 °09'/6" 20.00' 46.83' 6'!lC.BELM TYPE q" O QO �1N N /8' hU�ot , Ada TjyE p/pEt/AIE Nhb ,SEER/ 9L^siZ`D WATER LINE 2 V /5'/3'53 "E !43.32' 666') h O !9 147.35 ppg/A/FE�TEO �,2Er10 ✓EDP Tl1Lf 1 t/ /S °!3'53 "E 69.89' 8 °- /OGA. W.L. 3 12'03'3/ "• !32.34' 27.85' " ��WW =3'� l° @/02r J h�Qi F N k �j $EQ ✓lGES W /LC 3E Ti2.ialSFEieEr� 4 / 03'3/" /32.34' 27.85' " j � `>z`0 FeoN 7JYE H /GHun>E ?O 'TNE P /P£'t/.JE "4C8E/ZM D /5r,�z T S7�1x%DAeD$ SEWER DATA A115'13' 53"45 HuvG 95941 -L i3E 1 l/CoCo ° /4'Os5 E 18.25' 8 "I°V.0 SEWER 7.l3' UUVR 12.3 I� @/152r TYPE C -2 RETAINING WALL DATA(HEIGHT SHOWN ON PLAN) NO. I I A OR BEARING R RADIUS I I LENGTH I I REMARKS LLJ A/15 °1353 "E I I - 1 1 27.50 1 1 F4C6WAC6@E.P. AND 107E 2 A.113601'00"6 78.55 G114C 0E12M �EtlO ✓ED, O 2 012'31 " 200.00' 17.7/' DETAIL q ,V /5 °/3'S3'E 45.29' -•• - - - - • - DOWN DRAI N APRON NO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MA SCALE SPECIAL DISTPoCT RK MS TJ I WP APMVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. DESCRIPTION: CHIS.SO.IN TOP HDWL MARKED W/ STEEL POST LOCATION: SWCOR.INT.EL CAMINO DEL NORTE & HORIZONTAL 111=20' RHO SANTA. FE 23' WI RHO SANTA FE (� RECORDED FROM: COUNTY OF SAN DIEGO 111= 81 VERTICAL CONTROL VERTICAL ELEVATION: 119.476 DATUM: U.S.G.S. PLANS PREPARED UNDER SUPERVISION OF IMPROVEMENT PLANS FOR: DATE: q/7/12- TPM 91 -042 2984 -I R.C.E. NO.. 29577 1 NE PASCO '3 3t ` S SHEET 20F 4 EXP. / /3 WORK PROJECT N0. CC _ a 7jr PE 425 L0 QO rn vw Z I Q EE5U wv1= V w -U C Z IQCV cry m� Z w X L0 �ZQ, n °(D O LLJ (� W w Lj za- z z 0_t w Q a i O` q i a a V -r q B4123 @ J6 "O.C. (H) m� � R A115 °13'53 "E O REVISIONS QD 000.00, 24.5/' DATE 0 7 °O /'l8" 200.00' Rv „ 1 CHECKED BY 103. /0' QO Q ' 70008" 200.00' i „Zb PLANS PREPARED UNDER 7 °01 ' 18" 200.00' 24.51' „ Z 0) LOCATION: SW COR.INT.EL CAMINO DEL NORTE 6' VA ��t�>ni 2 u+ cr C? 6+00 ° 2 q 511 \ 1 tiLX i v h. w, J Cf� �;.� !n4D_ v1 Y _ _ _ __. - -- __-_ __ kTICACCEE"LS- LE° -S VE- VERTIC)(I'ALI�NC NT ANY IiVE�t - " "" 7 +00 8 +00 NO L OR BEARING R L REMARKS MOTE: C0A1TZ4CT0R TO VERIFY 7A46i PRIVATE ROAD AND UTILITY EASEMENT; PER HANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM 40C4T10A/0F41-1- EX/STIA/G 0 G DOCUMENT RECORDED AUGUST 21,1992 J THE INSIDES OF SUCH WALLS. TYPE C -2 RETAINING WALL DATA (HEIGHT SHOWN ON PLANS) UTI1-17*1ES P2102 TOSCHEOUGIA/G jE` AS FILE /PAGE 92- 05 30 565 OF OFFICIAL Z 9. ALL CONCRETE BLOCK MASONRY WHERE SHOWN ON WALL DETAIL SHALL HAVE 1 AI /5 °!3`53 "E JCoo.00' FACEW4CC@ E.P. T#4E P12ECOA/STZUCT10A/ MEETI&G. O� RECORDS . I O ' w CONTINUOUS INSPECTION .BY A REGISTERED INSPECTOR WHERE CALLED OUT. ltuq-r J� v— i AC BERM DATA Q Q 4 ®Z j U REINFORCING STEEL M X40 Q m A/ /5 °/3'53 "E 242.00' 6 "Tyl'E'A "A.C.86RN h 941 ° , 4 S 4 - c,1 Q 1. ALL REINFORCING BARS SHALL BE ASTM A -615 GRADE 40 FOR #5 BARS AND lbf h '�� �? ([�ph(�� r' �n4- ��` ' _', R`- • H"1 -':�. ; A GRADE 60 FOR #6 AND LARGER. DEFORMED BILLET STEEL BARS EXCEPT AS � �J/5 °13'53 "E 27. fog' *%nj� Q� -UA 1 .F .. `4111 Q i � � ".r `h �: m Ivy h� Q � vw\ �° ��, yy�' FABRICATING ATI DETAILS CONFORM T THE A I MANUAL F STANDARD hOkJ J �� W Q '. >_ R C NG SHALL 0 C 0 S r, k W a � w V a 5 w d� t.; PRACTICE. WATER DATA �1u3�p1�- N `�p�gN G'�� ExrsTl TlN �^ I- _ \�`' M g 3 W Jh3 lV N tD `. 0 �4 rr �h�Q �k)z� Q� �x PILOT O \y y \QW -3. ALL REINFORCING BAR BENDS TO BE MADE COLD. N Y 1 AIIS °13'53 "E 175.00' $ "-IOGA. W.C. l js$ O \ \ \ pp h t W r �t p ` I 4. SPLICES IN REINFORCING STEEL SHALL BE 40 BAR IN DIAMETERS IN SO R . t �� 6 J O �{C SEWS SPLICES IN CONCRETE SHALL BE A MINIMUM OF 40 BAR IN DIAMETERS. N � y�3 n �� p* 3' „o� �t;h' - XfSG� lkl Et1y' O 3� `t ��� 5. BARS MAY BE IN CONTACT WHEN FORMING A LAPPED SPLICE. < tv �A1• r ti 3�Si g U)�i i�? .� Irk .._ a I y ff 0) f vJ l A m R 0 CDO I N 7H n 5 3 O 1 HSl9 T^ OO Lt3M3S —°- ��� z> /y ti ,.. O O� role& E tv h{� N Q . " (�). 16- 332 U 1� J 02 S ti Q tU t v t U w v W I. h o f 8 of Jr h = ci m �� k m r W Q m m� g�� 4v �R Wk . I174J ��ol N� Ciro Jp a hp �m lOV WQ InW q SRC, U) k. gN0 , WO h0 WO ll' t941V Oro V� )h 9 B ' Ln A r � \ 2 '7+ -r q B4123 @ J6 "O.C. (H) SEWER DATA A115 °13'53 "E REVISIONS 7 °0/'18" 000.00, 24.5/' DATE 0 7 °O /'l8" 200.00' 24.51' „ 1 CHECKED BY 103. /0' QO Q ' 70008" 200.00' 24.51' PLANS PREPARED UNDER 7 °01 ' 18" 200.00' 24.51' „ Z 0) LOCATION: SW COR.INT.EL CAMINO DEL NORTE 6' i wN= 59 .s..t»w ou) h ZZ 0 0�� Q`chi3 hi O r4m >.Qh to U)ZCi Q z�> No co Q a L6 lki OQ�Q� �yG co kho OQ hCQ QQ-Ft Q.0 J -r q B4123 @ J6 "O.C. (H) REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALF SPECIAL DISTRICT DESIGNED BY DRAWN BY 1 CHECKED BY QO Q ' DESCRIPTION: CHIS.SQ.IN TOP HDWL MARKED W/ STEEL POST HORIZONTAL 111=201 PLANS PREPARED UNDER SUPERVISION OF DATE : *719 Z- Z 0) LOCATION: SW COR.INT.EL CAMINO DEL NORTE 6' RHO SANTA FE 23'W/ RHO SANTA FE Q wN= I /I �'✓'���� s - - #J5wes @8 "o.c.<v) Z ZOU N N o a• l2 "CMU SOI. /D G/ZOUTEO z _oQ LLJ N N RECORDED FROM: COUNTY OF SAN DIEGO u _ VERTICAL 8 1 =1500 v" , PASCO R.C.E. NO.: 29577 z 3 m Lo \ — VERTICAL CONTROL o O AYNE EXP. 3 -'Jf� S N F2EA/CH O Z41A/ N ELEVATION:._ 119.476 DATUM: U.S.G.S. N Z _ 3,. Q Q M r r J r RETAINING WALL DETAI L+ NO SCALE W W LL NOTE: THIS DETAIL IS FOR ALL WALLS OVER 5' -4” z Q� Z NOTE: SEE RETAINING WALL NOTES ABOVE Q C USE C -2 S.D.CO. RSD FOR ALL WALLS UNDER 5' -4" z C) IE APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q (I- IMPROVEMENT PLANS FOR. 2984 -I TPM 91 -042 WORK PROJECT NO. SHEET 3 OF 4 C S —Z3[ PE 425 -r q B4123 @ J6 "O.C. (H) 8 "C.M.U.50GID G/20UTED L Lo QO Q ' 'Uwrn Z 0) o w wN= r s s - - #J5wes @8 "o.c.<v) Z ZOU N N o a• l2 "CMU SOI. /D G/ZOUTEO z _oQ LLJ N N =1500 z 3 m Lo \ — — o o O Z N F2EA/CH O Z41A/ N N Z _ 3,. Q Q M r r D In to . — #4 DOWEC.S @ lG "O.C. L (TOTAL O LLI OF 7) O M Q / ( Q N z _ z Ic _ „ _ 30 j j _ 12 l l8 „ c ���FFef C cn C C 5 r CQ WALL U U) Z Z TPM 91 -042 WORK PROJECT NO. SHEET 3 OF 4 C S —Z3[ PE 425 LO r- 0 N Q0) wU �n = SUN OQ N �m CD =Z N ZQ i ,J mo- Ln L/) (.0 cn z ww �z 00 o= QCl- 1. J —Z350 PE 425