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1290 GENERAL NOTES SEWER NOTES WATER NOTES 0 SHEET 2 Q WORK TO BE DONE p � � 7TH STREET "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1. WATER WORKS SHALL BE CONSTRUCTED IN IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING - 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST ACCORDANCE WITH THE DECEMBER, TO THESE PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC - WORKS STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS FOR PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. STANDARDS OF THE OLIVENHAIN MUNICIPAL z AL Z S EDITION, THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE + IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD REFERENCE 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON DRAWINGS. STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION, OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE JOB SITE AT ALL TIMES. W THE FOLLOWING SPECIAL PROVISIONS." J I I S.D.C. = SAN DIEGO COUNTY 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 2. NO WORK MAY BEGIN OR PROCEED WITHOUT 0 O.M.W.D. = OUVENHAIN MUNICIPAL WATER DISTRICT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OF THE 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE DIRECTION OF DISTRICT S INSPECTOR. U S.D.P. = SAN DIEGO PRECAST PROJECT BOUNDARY. SHOWN. INSPECTOR'S SCHEDUUNG MUST BE 24 - 48 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY HOURS IN ADVANCE OF WORK. SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 2. PIPE AND BEDDING CONDITIONS. CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN + CONSTRUCTION DRAWING (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK ON THE WATER MAIN PROFILE, TOP OF PIPE LE GEND NUMBER ITEM NUMBER SYMBOL QUANTITY 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND BENEATH THE PIPE PROFILE IS 48 INCHES BELOW CENTERUNE FACIU71ES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FINISH GRADE OF STREET. SUBDIVISION BOUNDARY I SUBDIVISION BOUNDARY THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE (B) P.V.C. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTEM OF ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PIPE TO (6) IX INCHES MINIMUM ABOVE THE PIPE SHALL BE 4. INSTALL A MINIMUM 1 INCH WATER SERVICE TO _ - ) LOT LINES EASEMENT LINE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE EACH LOT. METER TO BE LOCATED 5 FEET PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACIUTY 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED FROM A SIDE LOT LINE. A 3/4" HIGH LETTER SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. "W" SHALL BE CHISELED IN TOP OF EXISTING EASEMENT LINES - -- LOT LINE - SHOWN ON THESE PLANS. CURB OR IMPRINTED IN NEW CURB AT ALL (C) P.V.C. AND A.B.S. SOUD WALL PIPE BEDDING FROM BOTTOM WATER SERVICE CROSSINGS. LOT NUMBERS 0 3" AC PAVING /4" CLASS II A B. 28,700 SF 6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY OF PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL 2 2" AC OVERLAY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE - 4200 SF . USED WHERE PIPE INVERT GRADES ARE 1% OR GREATER 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW SEWER LINES -S- a 3 AC BERM SDC G -5 EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND 2000 LF FAGUTIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT POINTS IN THE WATER MAIN PROFILE. FIRE REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER HYDRANTS MAY BE USED IN UEU OF A MANUAL MANHOLES 0 3 i 4Q AC REMOVAL - 5250 SF SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE AIR RELEASE OR BLOW -OFF WHEN LOCATED AT EXISTING MANHOLE 0 ACTUAL LOCATION OF EXISTING FACILITIES. ' Q PRESENCE OF THE CITY INSPECTOR. AIR PRESSURE WEST SHALL BE OR NEAR HIGH OR LOW POINTS. WATERLINES -W- 2 PCC CROSS GUTTER SDC G -12 300 SF 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS do ELECTRIC USED UNLESS OTHERWISE DIRECTED BY THE CITY INSPECTOR. COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO FIRE HYDRANT ►N © AC DRIVEWAY SDC DS -7 �� SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17.1 EXISTING MAINS SHALL BE SUBJECT TO a I I POURED IN PLACE MANHOLE BASES SHALL BE FINISHED COMPLETE AT APPROVAL BY THE DISTRICT. DISTRICT SHALL STORM DRAIN _SD- NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS THE TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE 1 SHEET 3 PROJECT ARE "UNDERGROUND INSTALLATIONS". FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL OF ANY SHUTDOWN. LOCATION OF ELECTRICAL CABLES AND GAS PIPING ^ 7 6" PVC -CLASS 150 PIPE OMWD 6" P - C 15 0 AND APPURTENANCES, CONTACT SAN DIEGO GAS do 7. CONTRACTOR SHALL COORDINATE WITH 5 / O 006 LF ELECTRIC COMPANY, TEL: 800 -422 -4133 5. THE CONSTRUCTION OF 4-INCH SEWER LATERAL PER SDRSD NO'S S -13 -� AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO DISTRICT ALL ARRANGEMENTS FOR HIGH- / Q • LINING TEMPORARY SERVICES, ETC., PRIOR TO P/0 X P/O X FLANGE TEE W /6" G.V. OMWD *55 1 EA 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE MANHOLE. COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHUTDOWNS KEY MAP s 4 09 2" BLOW OFF ASSEMBLY OMWD A B.O. SHALL COORDINATE HIS WORK MATH COMPANY REPRESENTATIVES. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD N0. B. LINE VALUES, WHERE REQUIRED, AT STREET 1 " = 100 10 1" MANUAL AIR RELEASE OMWD ROSEMA RY LANE \ - -� MAR 2 EA 11 S -10, TYPE A. INTERSECTIONS SHALL BE LOCATED ON THE ASSEMBLY �u 1 EA NO110E: ALL TELEPHONE SERVICES WITHIN THIS PROJECT PROLONGATION OF THE STREET RIGHT -OF -WAY 5 I 11 6" GATE VALVE OMWD Q 5' G.V. BOUNDARY ARE "UNDERGROUND INSTALLATIONS'. FOR LOCA110NS OF CABLES AND APPURTENANCES, 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42- INCH WHENEVER POSSIBLE. - 1r-Y 2 EA ` CONTACT THE PACIFIC TELEPHONE COMPANY, MINIMUM COVER. I SO 12 END CAP ASSEMBLY OMWD t 1 EA 13 TEL: 800 -422 -4133 9. FIRE HYDRANTS, AS APPROVED BY THE w F.H. 8. THE FINAL LOCATION AND AND ELEVATION OF SEWER AND WATER APPROPRIATE FIRE DISTRICT, ARE TO BE I I FIRE HYDRANT ASSEMBLY OMWD 1 EA 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO LATERALS SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO INSTALLED AT LOCATIONS SPECIFIED BY THE I m r CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 1" WATER SERVICE OMWD 7 EA IMPROVEMENTS AND BEAR LANE COST OF RELOCATIONS, IF NEEDED. ACCEPTANCE FOR PUBLIC USE. FIRE DISTRICT. 14 9• ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE - - • P/0 =PUSH ON OR MECHANICAL JOINT 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND CITY ENGINEER IN WRITING PRIOR THE ACCETNCE FOR PUBLIC USE 10. CONTRACTOR SHALL REVIEW ALL PROPOSED 1,B04LF APPURTENANCES, CONTACT T.M. CABLEVISION, TEL: 436 -3693 TRENCH WORK OSHA. A COPY OF 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE EXEMPTION LETTER OR TRENCHING PERMIT, IF 15 8" PVC SDC S -4 S INSTALLATION REQUIRED, SHALL BE SUBMITTED TO THE 11. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE DISTRICT PRIOR TO CONSTRUCTION. 16 MANHOLE SDC S -17 6 EA ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. 11. THE CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTION DEPARTMENT 11. ALL EXISTING FACILITIES WHICH MAY AFFECT 24' 5TQUCTug4c SECT /OAjo.-zowt- wzy44Vel7wsreMT 17 SEWER CLEANOUT SDC S -3 0­- 1 EA 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR FINAL DESIGN, I.E., LINE CROSSINGS, LINE ' ' , B OW / S 5 S arloki a 0 T 4C. O 3 AC 3.4C. OV 8, E2 8.5 SEWER LATERAL SDC 5 -13 � 7 EA /99/ AS 12. POWER SOURCES AND RUNS SERVING STREET LIGHTS OF PROJECT. GH1S SHALL PARALLELING, OR PROPOSED EXISING 2 12 12 2 F - 0 1- LOWS 18 BE SHOWN ON THE "AS BUILT' IMPROVEMENT DRAWINGS. SHALL BE FIELD VERIFIED. ALL LL EXISTING OR >' CLASS 2 4.6. STAr /OV 4 +50 TO EVD C CUG GL S4C ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DEPARTMENT OF PROPOSED UTIUTY CROSSINGS, OR UTIUTIES 20/" N" 21 3'AC. OVG¢ 4" CL45S 24.5. RIGHT-OF-WAY, OR WITHIN EASEMENTS DEDICATED TO THE PUBLIC WORKS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS- WITHIN 10 FEET OF PROPOSED WATER MAINS, CITY OF ENCINITAS. OF -WAY. SHALL BE SHOWN ON IMPROVEMENT PLANS. / ?� REQUEST FROM THE CITY BERM PER G -5, _/ t9 12" POLYSTYRENE PIPE 13. CONTRACTOR SHALL R 13. "AS BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL 12 ALL WATER SERVICES FOR IRRIGATION, AND TYPE E' - - - ENGINEERS OFFICE A EQUEST FROM THE ACCEPTANCE LF CE OF WORK. COMMERCIAL OR INDUSTRIAL DEVELOPMENTS 12" PVC PIPE - - ENGINEERS AND MALL PROVIDE TR LEAST 48 SHALL HAVE AN APPROVED BACKFLOW ROSEMARY LANE/ - - - - - 53 LF 14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR PREVENTION DEVICE ON CUSTOMER'S SIDE OF 21 24" X 24" DRAM BOX W /GRATED HOURS OF NOTICE FOR SUCH A MEETING. A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WATER METER. 7TH ST REE T TRAFFIC COVER SDP ❑ 2 EA WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL NO SCALE SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED O HEADWALL SDC D -32 - - 2 EA I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN IN ACCORDANCE WITH THE PROCEDURES IN THE AS SHOWN ON THIS PLAN SATISFIES THE WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM STANDARD SPECIFICATIONS. THE CLASS OF' © RETAINING WALL SDC C -4 150 LF REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE PIPE SHALL BE USED AS THE DESIGNATED FOR TM 88 - 194 AND THE STANDARDS OWNER, UN WORKING PRESSURE FOR TESTING ALL PIPE, , ORDINARY WEAR AND TEA USUAL ABUSE OR NEGLECT 24 RIP RAP SDC D -40 " 5 CY FOR PRIVATE STREETS. VALVES (CLOSED) AND APPURTENANCES. ft u¢ SPILLWAY 1 EA EXCEPTED. BUTTERFLY VALVES SHALL BE DRIP -TIGHT AT CUTOFF WALL SDC 5 -10 36 SF �osz�o�xo 15. THE CONTRACTOR SHALL FURNISH AND INSTALL PER 200 PSI MINIMUM. 3� DATE Col /d IM/ SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND 14. CONTRACTOR TO TIE OFF ALL VALVE LOCA11ONS LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MA P 15333 tl eT RCE 29577 IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING AND PROVIDE WRITTEN DIMENSIONS TO m REVIEWED FOR CONFOR CE WITH P TE STREETS STANDARDS: SEWER LATERALS LOCATED IN P 29�8�B��� IFH{{ -WAY. INSPECTOR IMMEDIATELY UPON INSTALLATION ���>R a r�� R ARN: 265- 026 -14 I W 16 SEWER LINE FROM STA.t10 BY: STA.6 +93.40 IS FOR OF VALVES. Z v U THE BENEFIT OF ADJOIN SSROPERTIES.SAID SEWER 15. THE SUBMISSION AND APPROVAL OF ALL o SITE ADDRESS END OF ROSEMARY LANE ACCESS FROM ITN STREET Z� EN N CE ATE LINE IS TO BE INSTALLED ONLY UPON APPLICANTS AUTHORIZATION. SUBMITTALS AS REQUIRED BY THE STANDARD U W45rE �z w4re D/5CH4IZGE 1 4A/D Pl- UM51A/G PE,2MIT,5 SPECIFICATIONS IS TO BE ACCOMPLISHED OWNER /PERMITIEE: BUMANN RIDGE, INC. Z IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 4,ee eEpul2ED Pzioe ro COAIA/ECTIOAJ TO sl'5TEM. PRIOR TO THE PRE - CONSTRUCTION MEETING �,, i� Q 2210 ENCINITAS BLVD. SUITE Y W F/u THESE PLANS. WITH ENCINITAS, CA 92024 THE DISTRICTS INSPECTOR. o W 619- 924 -3146 0 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE Ti /E EX/5T /A/G Pe1V4TE IZOdDS OP 4CCES5 TO TrIE PeOJECT I <u �� v A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLJC 42E WM41A/ Ti46 E4SEHEAJTS FOQ T46 BEA/C OP T 64UD J DIVIS /OA/. 4r m v SITE Q WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER Cy COMPLETION OF THE IMPROVEMENTS. / J� ,0� Qy IL NA I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN W4YA/E 0 eC6 2q5 77 ON DAYS TH ISSUANCE OF THE CONSTRUCTION PERMIT Y AND TO 60 EXl° 3 -31-91 S9 OLI VEN H AI PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL DECLARATION OF RESPONSIBLE CHARGE COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL ENCINITAS FIRE DEPARTMENT THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN OWNER: BI MAN rLB I DG E. INC SECTION 8703 OF THE BUSINESS AND PROFESSIONS CODE, iii PHONE: 9 --;14a AND THAT THE DESIGN IS CONSISTENT WITH CURRENT BRUCE WIE ND, P ESIDENT STANDARDS. ADDRESS: _ 2210 FNCINITAS RI VD. SIiITF Y Q ENCINITAS, CA 92024 �F9 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND �4�0 E A. p A ASSESSOR'S PARCEL NO.: 9 - 99 -096-1 4 IGNATURE DATE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED ,9 � Z TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS P S 6, ZARDFF , . SANITATION DISTRICT ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR W 3 c VICINITY MAP AS BUILT CONTRACTOR TO EXPOSE AND VERIFY ALL EXISTING UNDERGROUND PROJECT DESIGN. � No. NO SCALE 29577 (n s= exr 3.31 -9g FACILITIES PRIOR TO SCHEDULING CONSTRUCTION AND NOTIFY �J a�a � � cn ENGINEER OF WORK IF CONFLICTS EXIST. _ Q 30'9/ SIGNA RE DATE: y i c,viv�, GrJ�...h_.a �� �,�9 a w _w _ s SIGNATURE DATE o r '�� WAYNE ASCO RCE 29577 [SATE - MAIN EXTENSION N0. 146 EXP. 3 -31 -95 0 REVISIONS A►MlOVED DATE REFERENCES DATE BENCH MARK SCALE APPROVAL8 CITY OF EN INITA D PUBLIC WORKS DEPARTMENT DRAWL N W Q a. DESCRIPTIONCHISELED SQUARE ON RIM OF • Z - - REVISED SEWER Q c T INAT@IWOI�C8APPROVAL PLANS PREPARED UNDER SUPERVISION OF APPROVED t?. PLANS FOR THE IMPROVEMENT OF: TM 90 3 N/A Wowirwu8nemoc�mim DATE : BY: 1035 _ R ADD DIMENSIONS SEE SHT.2 LOCATION: 36' T OF CL OS O HORIZONTAL TM 90 REVISE SEWER _�C� INTER C71 N U BAJADA / �� J to � CITY GINEER AS BUILT RECORDED FROM: cou NTY OF SAN DIEGO A i �� !'� R.C.E. NO.. 29577 CS-168 VERTICAL CONTROL VERTICAL 4 11 I•S -0D1- 418. NE PASCO DATE G- "L /_ r ELEVATION: 178.69 DATUM: U.SG.S A EXP, 3 -3t -95 R;.e.E. . WORK PROJECT NO. SHEET 1 OF PE 339 F ' ' "5'. O 2. u7" Ol 'O 8ER19 2 .98' 73�P F SH W - 2l H T P M _ C. O. 4 4� d� 4 4' d� 1449 v fl' , 4 ft I L V4T/ N T �# 5 F S A. + 2 T + Q U L S SJ40 A/ - * - } N . �1 �IQ t� Owl �? . . . . . . . . . . . . . 5 of . C n: l �. rr4 m. «1036 Th 00% PL STQ.2r65 Ti120 GH 3 N V p Q C}.� .� + � 2 Q5 w aa/q. T I I 1 +�� { 4{ I i 2 I 0 4 N� 41_ I - _ -i: n ? �I a "; `i a Ti r 1Q4 QI TO F!C K TO D24/A1. P E C. _ LtJ O N { u) v1 OI d ' / j % L� Wt✓ CT✓OLp Ov I. 20 U @ 3+65.610 �' •= 'O _ = O .4 E r° - -- - - - - - - - -- - } t 1 � y -- N 1 1 u E;F ; f .P FRO 1 $TATIpN 2 }93.36 0% rn N •� + in l: L. =lo .o TD TmTI N 5 +12.5p o It -- -- - -- - - - -- - t �� - -t - ' - - a b CIO u `� 5 -} O t.• r a� h v. Y U) CID o U) t, I I Q L 1 O I I t1�01 I Ill 1 10 +O - w hW 16 03+ �p r „� tz z O p I I O � 81 I I i - r r N - 2 k C. 6.0 a Orr. + F 00 V 1 B a o tv WIC /A/ C E + X . OM ° G2 U DLI E 6 . N e T A/ 1 I P 2X O A /O T - - EXIS V Ct ° Tot' f!C l (- C /A1E. Otlly }t r r I I i , � � I WA E l I+ j X S 6 W T i O 43 CO T� 92.11 I.E. 1 / O, r 2n .V.C. P C L 28. Py _ - OF _ - f - } I t } f3 ga 9q 1 C 3k 5' 0p* 8"l?vC. @O.¢0% %', C S' 3 / ! 14 2 CT ° ! T A/ O T y R C. O. /° 3 °/C S L4 5. dP -8.�9 " } ±_ �5yg =736 37,00' i r . - .. �f'a'�i. g 1 � 1 n � � � { � � N �� � 1w � ate, O r � i 1 � =8. � � + �' N � 97 �, 97 N o 5? " � I � t I V9 J I i I O i 1 Q F. Q... TA 2 +6 95 9 _ - _. _ I ° M TA P , LEFT FL W LI N FR QM S 2' 1 ° _ I t ti � � to ! 7 a � - °- 5 I H ° W LI S 9 + 5 5 I I j i I P k F I 1 RI Hfi .P F � Or S A 2 6 T R U H KI U L PROFILE t j SCALES H I 1 - VER 1° 4. . . . . . . . . . . . _ -- 4 SCALES RI . 1 "_ H H K U K E C R U N K K T I S T 3 6 . . E RT 1" ALES ID T 1' O' 1'= 1 4 00 1 +00 2 +00 3 +00 12 " PVC.- 91.OIE ^D- 24DOWA/D24 /(/ 4 5 +00 6 +00 7 +00 L4' VQ2 /ES Q /.O IE. - 2IP 2QP 5' s'" r r.11ce - ®� 13 +00 12 +00 11+00 10 +00 !Z Ek /ST END CqP �` \ '°2 B4C/G/A/G 056E kUUCZLE P.2GS =/CE A1A/ 7 T T. P . . CO EC O S C s' 2' /2 BERM DATA OP D- T/ A/ 2 WA/ �� WATE12L 'L a� �'� 2dl OR BEARING RADIUS LENGTH REMARKS L) CA O 4 GO ~ D Qj h „)�' S EX /5T1A/G /ROL � 3 j x Q, 1� 1� 10'52' 7" 5/2.00' 97./7' 6 "4.C. BE2M -TYPE 'E" r �'� { J �p © 25 50.00' 22.07' „ A.C. BEeM; - -S TYPE E'er rtj 00 ; 1� V � C Q 0 © /36 ° 0540" 48.00' //4.0/' R/w SECT /ON ,4 X10 SCALE 0 �\ Cry J� (100) 33 P 50.00' 28.98' + + 2'50 UA/ S OP-/E.2W /� 5HOWA/ 92.50 T. W. / 0 �/Yl p J [5] 279.910' \, ST.2UCTU.24C SECT10 F MQA/A/ .e /D(� ,ems -- 87. 17 B.W. - - - -- 7T-1 ST05ET PE.¢ 60 /6 5 2EPO2TBY /.G.C. XIC., M42CN 92 7 ^ X n Q/� 8, /991 45 FOLLOWS : ST4710AI 0 +00 7 4 +50 3" 4,C. /7EtW `� W � 73°48 24' 20.00' 25.76' OVE2 8.5" CC4SS 2 A.B. ^ST4T /ON 4r5 TOEAID OF 9 250 LW ^'��/ / // ® X1/4'40'/4 "lN - 12495' C ?E 9S0x VC- GL -S4C 3"4.C. VE2 4 "CL4S5 24.8. �� 1 � J / � _- -�_ - -_ 3' / O 9 2.SOTW px \/ i �+ 1 _40' 0 A173 °2 1'17 "W 194.69' 4< gS OSOB.W. X/73 °Z /' /7 "W - 195.34' # r CO �p *93. >' , 74 ° SZ'39"W WATER DATA R/w o�pp @ s2 U 21'/7 14� 30.20' 6 "PV.C. -CL 150 T /° � J '� � - 24' 6 ' 7 BE2M G -5 i '(�•� / �- X°� s' 12' 12' 31 � \`� 2 P .• ^ l x Q., cc � ^o - �3 q�� o 0 1 v7/� SEWER DAT 368.66' eO r 8 "PV ' 3 DETAIL "A � i 3 5.00' 53.1 !' - ° - •VO SCALE � l 4 A ® A115 °3437'6 - 243.00' - CASE" =20' E S ' ° Q� �� <, / -0 +29.64 : HORIZ. 1 a a o P c, , c�� VE RT. V=10 F x / MOTE SEWE2 L /AlE F20M O ST4TlO q \ x \ �0. a ��h J I ^ F 6 D '(n S7dT10A/ 6+ 93.40 /S OR Tr/E B A/ P/T AAO SCALE o D\ F �G p �O QS O 5 6 d J P� � OF , AD✓O /A/ /A/G PQOPEKT /ES. 54/0 SEWER LE55 OTt4ECW1SE \\ ° a A � �p� I / �q� /� F��1 L�� °r P ^p �a� (� : �, G /5 TO Be 47,-4 0/Z GGED OA/LY UPOA/ i , PPUCQA/TS 4UTrl,¢4T /OA/. ft .Oq� ��� gO�LF a o , P�� \� 6 �� \ y0TE SPEED BUMPS WILL BE CGlc/5T¢UCTED PE2 W \`�� SEWE2 E45EMEA/T ��p ��? + EA1C1A11T45 F /2E DEP4JZTMCA1T5T4A.104eD5. tih 1 PE2 DOC. #9 /- 04 70299 ROSEMARY LANE ����� r TO BE 2ELOC4TE0 1 EX /ST WATE.2METE2 3 N D4TE: 9 -13 - 91 �' NECESSARY J EXIST /AlG � � � � • � \ \ APN 265 - 025 -28 APN 265- 025 -06 AS . is ^�-�\ \ EX /ST /A/C 956676. -97 q�.ti / �lU \ \ DlZ /VEW4Y D/Z /VEW4Y T2 / EE - - 1Z /1° P4P * 5 ��d ��1 + Q ,c' N,C� 2BACe %UG _ \� +\ COLE RANCH ROAD 3 / °c O I Q °2.3CF V= -93 %� a� �� \ 0 N U 0 -9s OO 93.01 (FORME 'E' STREET) - 9A IE. i �J o ° 'RQ�ESS /0 EXIST G 53.OLF. -l2'PVC PIPE @ 3.77/° 1� - -� - - -- � t\ s� o G A. o - - - -1 �, WQTElLMETEZS a N11 �� STORM DRAIN PROFILE // <' �1 _ _ _ _ _ - W Lu 3 ��' �� a `� \� o \ �q, L AT KNUCKLE C ' AS BUILT R /W��� \ " r t9N < SCALE V EERT 1" = 12' 1 N0. 29 F q5/ 6 Qj � EXP I T V F c� c � DSO r C i / ° u y u NF ® W �` �l�� � O G R� E.29577 D 7E EXP 3 -31 -95 \ F `?U OF WAYNE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. 1 CONSTRUCTION CHANGE ( - DESCRIPTION: CHISELED SO ON RIM OF CONC. PLANS PREPARED UNDER SUPERVISION OF APPROVE 1 G'- 20 - si/ PLANS FOR THE IMPROVEMENT OF: T M 90-073 TM 90 -073 2 REVISE SEWER _ l,� R OF ( 1035 -R LOCATION: _ 36' E TI N PIPE LOS MORROS @ 1 "= 40' y // 9 !3 ADD DIMENSION �JC d INTERSECTION OF LA BAJADA HORIZONTAL ,L Q -�> DATE BY: REVISE SEWER _ - - IT'. ENGINEER yC /O- j.Z -�J RECORDED FROM: COUNTY OF SAN DIEGO 1 n _ 8 , _ �' " �.7'� a '�"� R.C.E. NO. AS BUILT : 295n __ _ C 5 -168 Q .C,. VERTICAL CONTROL VERTICAL WAYNE - SCO DATE: 6- 7-/-9 / ELEVATION: 178.69 DATUM: U.S.G.S. EXP. 3 -31 -95 �.e -g, WORK PROJECT NO. SHEET 2 OF 3 PE 339 F E lm K 1.1 b ®R MEN Fv, UM 51 Emil 1111 1 1 M 1 ■�.�� - -�..• • ,..�Ill�lllljll 11= :111 1 1111111 __ ■ �' 1' 1 Il oo mm " ��==== �11� ■�1�111I�N� ■�3�� ■ ■11 ■...,�.1 ■111111111111111 ■ ■■ 11 11111 1.1 1111 .ICI �.. 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