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1988-8091 R (Plans) 0 0 20' 40' 60' l20' 180' 240' - � GRAPHIC SCALE 1 /N 4o FEET CITY O If"� E IMPROVEMENT PLAN woRKs ro BE OoN / LL�GE/5t'O O O SY'/S"JBOL A/dr'r/�iS/CLAT!/.�?F; •S.Oa4 STOpMyr./t✓O QYY NEW STORN/ORq/NCLEANOUT zyPE q5" V] _/S(EW .36"R•C.P. "',Td,QM'ORAlAy ZI Q I I I �� °ROPERTy G/NE F+ :NEW 24"R.c.P. .BTaierM G ?R - �"1> / rI'EW BTIJ,QNI ORA/N CLEANOf/T T�'PE"F4°n - _ REPAIR D.G. PATH AND s o EXT'6. HEAOWi9LL IT7 REN/SE CROSS SLOPE I / ,-g7CV— EXJ.3'T EYA�� CvG'TTE'R %3 L F PER .SECT704F CI Ste¢ A.G �<7 s/h/G ?4, 620 S,= �, \ 9 ` \ y �� '� ^ ^^^' I New EifzE.Nyoi2AnrT I REMOVE EXIST. Ti4EE5 13 AA / S /G /Q/ . . ORA/N //5 GF I _ GE16.AL_ L7ESC.4/PTION \ EXTG. �^' WAT6,pL/NE J /3 STREEfi _w_ - _ G`'A Ci9M rTYi°EJ 2,3 xA0 4 of PAlzeEG op \b �/ F -- Q r ` ' 6c/%�/E G/T%©F G-�/Ci</ii 45, 4E�/70✓E"EXIST. A.C.BERIr/ 9fRDEG E TRAIL L(X/S.T/A WGL A TER 1R/GS F//G WaARTE0.I•( � O . , /F,O> ,G,[//f7 �.I[GEGO/Eo(6uC,l v0�TfOY�c o Uo O�FlT�S;A L<lP/,e?af/G"iE'(6/-�0 2-0 G r T -4rE of C,9G NEW ,:TNAN/ mETE (8, 6117 Z c d CU/9B p'6/fT7ER �/ O�LFO) G -4 327 LF \ � + r/Ew cuaa /NGEr �pE / TAPE g-/^ CRQS 6UT E/4" ExTI. yEApWi9LGTOgE s1 ' G _ NEwsTSZEET a G-/E' _770 SF FZEN/O VEO /NST�f L L ww-- h- D� NAME S/6N STORM QRA/N CL EANO IY\ �� s\ ` � t/e',, Q I o I A,bn/'S 2G4 - /4.3 - I ASPHALT CO(/CFZETE o.¢/VEWAy OS- 7 / Eq o � °� p I RET RoF/TfREPLgGE u/l y � ��\S� (oA e I d �1�/ I v �1 UOQD ° �� —\ _I CYJNST. .4.0 /°iIYEI�E/�i" 37, 7.4 5; Ste'. RDA COMPG/&NT CURB RAkIP o /Jt� PER S.D.R,S.0, a-27 'Q®\ ,gOOf?E$S OWNER'S CERTIFICATE CE SNEBT 4 \` 2'X G'/e`ePVV oo HEAb,&rM G� RANCHO SA/VTA E'E QOAO ® - RE/Y/OVEC'ONC. L"Ep o/TCl-/ .�• � L � Q P �/VC!/V/TAS CA . 6" F `\ c^o s`o \ 0 !33 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. 6"PVC DRA/N� s 12" �� so r P N IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL \ s s ��/' o� P J /2 PVC ORA/ ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH \ ;s �l �' r `�` / OWNER so 2¢ THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE ♦ ' \ .�� 24" R.oP. STORM n�j/,�/ �1 f g2 Lf PROPER COMPLETION OF THE IMPROVEMENTS. -s 4 U /L/TyE� Mr _ 3G Lx- �`� /6Z 50L/T-H �RANGHO SA (rA. FE RD. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS '\ @ L ?E/V/OVE E / &A W/TH.7N EX/STING CITY RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONST- \ -� 3�� 6 '�\ ENcjAi , CA. 42324 XTG. -5rdA?n4l�RA/ /BOX RUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY <{yoRsiNr 455�M/3L 1- / EA UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH � � \�3� so s � z"'' R`.� \✓// \ THIS PROJECT_ OR UNDER MY CONTROL CURB INLET TYPE B-/) \>� �° �• / __ - - STORM DRAT CLE T • � s N ANOU O -9 3 �A BY 0. (( ,c-/2ES/"o/✓S/BLE G�S/.4�ErE �— OEGL/4R47'"/DN C,47-CH BAS/N TY�°E T ,C�-2� / Eq Q's + \ o / HEREBY OEGLIfRE Ts/.pT / QM T7/E ENCq(NEER OFlVOPe ES H. WHEELER D TE \�> s Lr� L / RES/'o/✓S/BLE G�gRG OVER T//EOES/fjy F CO/yc/gETE LUG O_ a3 2 EA TN�JT//✓�1VE EXCERl15Ea 4 EA wz z \ �o �9T� ASGIEF11Ve0 /M •SECT/On/ X703 oFT<sE Bt�S/i✓ESS qN0 �i�- SEWER MANHOLE S- /7 _VS ADDRESS : 162 SOUTH RANCHO SANTA FE RD. A �\ h o ° � \ T//E f'Ro✓ECT ¢iVo rNAT TyE SYCiN /S GD.✓55/STF-.NT 1.r7lTs"27 ENCINITAS, CA 92024 m s \ �� ri P/POFESS/O/✓S GOG o \\ w Pfd s�yc ° ST/INOA20• S 8"R1�C. SEWER L/N��706�Ge�/G 77Lf. PHONE : (760) 759-1512 41 f /YgTE) ASSESSOR'S PARCEL NO. 264 - 143 - 51 TO 53 \ s`�\ s o , / U/V0,ERSTq/JD rAgr wR G�/El.� oFP�ECT OR9l✓/.cI �//o s—�S SEwER L4TE/2q,1 t,_/y EA SPEC/F/G4TOnly 6y 4717-y OFE/VG/ / /✓F/s/Ep To,4 � /✓EER of lNORk W— E�S 6" W TE,@ �?<'/N \ v /ZEV14Iw zvvzY .'/NO 2065 NoTREL/E7/ f of-My /?E5�0'V5/B/z/TIES "nae P ptp ✓'v... ��.r�.... \ \� / �� p cP� q�p we �T 1w © N/ATER N7ETER W RATION OF RESPONSIBLE CHARGE �`�� A ` ti< 9z°2� I� E c 04M8 1 `} DE C�' KEY MAP \<; G �� °�� vy0,✓t<: ( 7�v) �4G ¢955 ♦ STREET /YfdME /G!� A05 l.3 2 '� F+ G ��• '�?� ONN. \�° 4ELOCATE EX/ST '/3✓ATER lYIE�ER / /"�9 !� SCALE : I = 60 'z A� G�i. a f CA11FQ �2E/noVE Ex<ST" I HEREBY DECLARE THAT l AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT l HAVE \ y3\ \ EXCERCIS.ED RESPONSIBLE CHARGE OVER THE DESIGNS OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS \\° cJ " v �'° BY• Ti M Q. CaAETo ' MASONRY BETA/N/NG WAS L �� LYlTE . CONSISTENT WITH CURRENT STANDARD. ` \ '� '9-j�7-O2 Q STREET MONUiY/ENT Cm -/Q B HA 1 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE 30' p CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND ODES NOT RELIEVE ME, AS � o� — � ✓ Z `U � � ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DES]GA /a/(w// ) 20' /o' \ y �y� f_ k \ \ 'L � EX/ST HEADWALL TO BE JACK OSBORN r w oP�' \ \\\SO �iy G REisi/ovEp EXTG. P VE/YJENT �Q'�f I � \'w \ �E/VIOVE E/YT/G- 2�i R.C.P ADDRESS 160 INDUSTRIAL WAY SUITE 200 (4 SAN 471-6, CA. 92069 3 �G�e ,p�,yloVE B 2 L \ 1 PHONE. (760) 471-6047 EXTG. _ I. , . `.• . . -•.rr..e , SEWER CLEAN OUT �/ PU/3L/C j / Pf?/I/f1TE) 2 V ' "DAT��l� /vEw .a.c. 9}' : � �,� ON CG IL' BASE 'SENT ® EX/ST. 6'" CURB GUTTE/4 OR Ae P-�EIZM ��\ - REG. No.l6 5>'33 \ �i fI VB To 6E REMoVEp KEPGAG P w/ �� \\\ ter\\ REG. EXP. DATE_ (0�3o Ol NEW cc/RB t GUr�F/{ �c � TYP. SECTION. RANCHO SANTA F-E RD. R 454 \ `'�\�� }G STA. 14 t 50 TO STA. 16 4.2I TT- = 6.O N6 � NO SCALE o EXT G. GROUND •� 5 $ (54/ Z TYPE °G" --. , \\ \\�\ �? ��'I✓ PER STD. DWG. G-2 ON C L. x BASE: 115"4 G.BERM TYRE "4 "PE ^ 'S' p V \ iy V.ST Q�r._i / i I 'I / ISTO. OWG. .G-5'.....: R � cO+ o AS-BUILT 3 /O -20 ,3D � � �' 30' SIU�` GAGGE AAMCAPA , REMOUE EX. 3I 23' I o ?!9 ' BERM /O , a /o /8.5' a _' - '2 !) D cAM/NO pEL 29NGy0 LIj \� P.E : 40182, EXP: 9 30 ", 2; DATE V) _ \\% S\ REVIEWED BY: F® 2 IV QG'b m yA�F / EX T'G GROUND 1 r . SIG �a f_Y� ¢'°� 2e a� P� 2;1 �;S INSPECTOR DATE L� yP •ice,� --��—_' . .. ...-� .v . . . � �� _ �� \ Cl D. G. Al 6u PRIVATE CONTRACT 0 v NEW A O: PAVEA9ENT . T KEYSTONE WA T 1 N ON CG A BASE tl PGR DUlC. 30352\ \ \ , ROLL60 _CURES $ GUT'TEi2 1 PERMITS SHEET CITY ® EN .INTA GOMNI Ty S�RY(Gic 'vi� >'ARTM. \ _.._.. �-. 'i1wr.K(M� :� ,• EX/ST. yf .�&R sTO oWG. G- c. ON _ , X/.ST CONG. L/NE'p .�TRU�,TURAL sECT/O/v DEPARTMENT o GROt/NO cL TF �AsE i ENT o u l 0/TGF/ Tp BE R6'MO`/ELJ _ TYP. SECTIONS RANCHO SANTA FE RD RS 454A 9Q A5 BUILT 1i REZONE PERMIT NO. OF PUBLIC WORKS SHEETS ® .� . VICINITY MAP STA. Is +/t4.=TO STA, 21 + 62. 33 T = $p TYP. SECTION. 13TH STREE ti cn I REI//.�c� STRr-FT SEC. TRAIL �11�PROVEIIf�E �,1 PLAINS FOR OAT$'. l!- -1'� B NO SCALE ITT^ 6 S SEtt/E2 LATt=RALS 212$�(I� SPECIAL USE PERMIT NO. c No scgLE ' ® NEW SAW C47- M, � ; TENTATIVE MAP NO. >- - �, $7 �' O� FIRE DEPARTMENT CARDIFF SANITATION DJST ICY OLIVENHAIN MUNICIPAL MATER DISTRICT CITY A�Pr�OVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 329- 1695 � WATER WORKS APPROVAL No. Description Approved by Date . 1 NEW ENG, -OF- WORK AND 4 DESCRIPTION: 00=00?3 CHIS. SQ. TOPHOWL. MRKD. WITH STEEL CALIFORNIA ROBERT 1r"eRRE�: Engineer � * STRUCTURAL SECTION WILL BE DETERMINED AFTER R-VALUE TESTS ARE I � FPJ. POST Clry crg!sa$r TAKEN. MIN/MUM -4" A.C. OVER 10" CLASS II A,R (4" ON 8" FOR ` APPROVED BY BPYLE EfVGINEER�IVG NEW OWNER rL R/ I p 13TH STREET) APPROVED BY �yc� T�j t1Z APPROVED Es W GtM�,�._. oiSS7R .? CONSULTING ENGINEER Qq LOCATION: SW C'OR. INT EL CAMINO DEL NORTE & RCHO STA FE I ey' `f( \ H -- ; / Cww✓*'.r I� '1/ � (/^ JACK OSBCRN_ R.L`.ir'. 16583 _ Q StJ RD. 23 ft W RCHO SANTA FE 8 60 ft. EL CAMINO DEL NORTc OIL W 2C - `IRE MARSHALL ` �S 1 5 .a0o J>y-✓p COUNTY OF SAN DIEGO W DATE �FJ S [ / RC.E 5325 DATE: ^^ RECORD FROM: DATE " NEWE/Y/a•°OFW0.2e */ ( V' �� 6(�BI� - mproromert z W ?O. ELEVATION: /19.476 IrihlOI R Z DATUM: U.S.c- & G.S.(� 5 / Permit No _ _. Osta T TP IVJ. 87-008 IWd ✓N8b?O/9` /S N07-,4,434W0114-01 FILE NO. � . - 2 33 SEWER NOTES: OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: GENERAL NOTES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE SAN DIEGO STANDARD SPECIAL I. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS DEPARTMENT OF PLAN SHEET 3 OF 6 SAT/SF/ES THE REQUIREMENTS AS STATED IN THE PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON, OUVENHA/N MUNICIPAL WATER DISTR/CT. CONTRACTOR SHALL HAVE A COPY OF THE PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. FINAL NOTICE OF APPROVAL FOR T.P.M. 87-008 AND THE STANDARDS ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. FOR PRIVATE STREETS. SPECIAL PROVISIONS." 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTON OF DISTRICT'S INSPECTOR. ENCINITAS PUBLIC ROADS STANDARDS. 'R' VALUE TESTS SHALL BE REQUIRED PRIOR 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S-4 UNLESS OTHERWISE SHOWN. INSPECTOR'S SCHEDULING MUST BE 24 - 28 HOURS IN ADVANCE OF WORK. TO CONSTRUCT/ON. 2. PIPE AND BEDDING CONDITIONS. J. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, J. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE A. ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE. TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. B. V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX 4. INSTALL MINIMUM I-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE O INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE 5 FEET FROM A SIDE LOT LINE. I 3/4I HIGH LETTER "W" SHALL IC CHISELED IN CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, 26 NATIVE FREE-DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF TOP:OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL SERVICE CROSSINGS. CROSS GUTTER AND PAVING. r , JACK OS80RN ee-e, x`583 DATE 30 OR BETTER. 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON v 1 160 INDUSTRIAL WAY, SUITE 2.00 SAN MARCOS, CA 92069 C. P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) N ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED THESE PLANS WERE OBTAINED BY A SEARCH OTHER THE AVAILABLE RECORDS. TO THE `A SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. HI LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR BEST OF OUR KNOWLEDGE, THERE ARE E OTHER EXISTING FACILITIES EXCEPT AS "I SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1Z OR HIGH OR LOW POINTS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE W PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON GREATER. 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. J. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT LATERALS AND STRUCTURES SHALL BE TESTED /N THE PRESENCE OF THE ENGINEER TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE LA LA PRESSURE TEST SHALL S USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. IN ADVANCE TO ANY SHUTDOWN. SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 5-17 POURED IN CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT PLACE MANHOLE BASES SHALL BE MONOLITHIC POUR. FINISHED COMPLETE AT HIGHLINING, TEMPORARY SERVICES, ETC. PRIOR TO SHUTDOWNS. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATIONS OF EXISTING FACILITIES. TIME OF POUR. PRECA ST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 7. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON 8-INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. THE PROLONGATIONS OF THE STREET RIGHT-OF-WAY WHENEVER POSSIBLE. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR 5. THE CONSTRUCTION OF 4-INCH SEWER LATERAL PER SDRSD NO'S S-13 AND S-14. TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. B. FIRE HYDRANTS, AS APPROVED BY THE COGNIZANT FIRE DISTRICT, ARE TO BE WITH COMPANY REPRESENTATIVES REVIEWED FOR CLARITY INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT CONSTRUCT 4" NOTICE. ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT II 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S-1 D, TYPE A. CONCRETE PAD, 3' SQUARE CENTERED ON HYDRANT ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INC11 MINIMUM COVER. ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES 9. CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 8. THE FINAL LOCATION AND ELEVATION_OF SEWER AND WATER MAINS AND LATERALS OF INDUSTRIAL SAFETY (CAL OSHA) FOR ALL TRENCH WORK 5' AND GREATER IN ROBERT A. WARREN SHALL BE SHOWN ON ORIGINAL AS-BUILT SEWER AND WATER TMAI MAINS LA OF WORK DEPTH FOR FACILITES TO BE CONSTRUCTED FOR, OR TO BE TURNED OVER TO THE 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO OLIt/ENHAIN MUNICIPAL WATER DISTRICT COPY OF PERMIT SHALL BE SUBMITTED STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK CITY ENGINEER - TO THE DISTRICT PRIOR TO START OF WORK. WITH COMPANY REPRESENTATIVES. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 10. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C-1 TO READ ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF AS FOLLOWS.- ".....A CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM OR CABLES AND APPURTENANCE, CONTACT PACIFIC TELEPHONE f0. FILL AREAS MUST BE COMPACTED TO 90� PRIOR TO PIPE INSTALLATION. THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE COMPANY. TELEPHONE. 1-800-422-4133 BY : LINE AFTER 24 HOURS HAVE ELAPSED. 9, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY 11, THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DEPARTMENT 48 DATE HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSINGS, AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST PHON # 633-27 LINE PARALLEL OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. ALL OF RELOCATIONS, IF NEEDED. 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL ORK ERIOD EXISTING OR PROPOSED UTILITIES CROSSING OR WITHIN 10 FEET OF PROPOSED OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS". QSHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER FOR LOCATION OF CABLES AND APPURTENANCES, CONTACT TELEPHONE. 1-800-422-4133. WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN 12. VALVE BOXES SHALL BE INTEGRAL CAST IRON LID AND FRAME ASSEMBLY, TYPE WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF GV-8, AS MANUFACTURED BY SOUTHBAY FOUNDRY OR ALHAMBRA FOUNDRY COMPANY, 11. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND LTD. IDEN77FICATION MARKING FOR LIDS PER DISTRICT DIRECTIVES. OUTSIDE THE AREAS TO BE PAVED. TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 13. CONTRACTOR SHALL OBTAIN A PEnnn5-i ENCINITAS FOR ANY 13. INTERNAL FERROUS SURFACES OF ALL VALVES EXPOSED TO WATER SHALL HAVE A 12. THE CONTRACTOR SHALL NOTIFY THE O.M.W.D. PRIOR TO STARTING WORK NEAR EXCAVATION WITHIN EXISTING CITY CERTIFIED FACTORY APPLIED EPDXY COATING NOT LESS THAN 10 MIL THICK. COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE.• ALL WATER MAINS AND SERVICES LATERALS WITHIN THIS 14. "AS-BUlL7° DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF 14. UNLESS OTHERWISE SHOWN ON PLANS, ALL VALVES 12" AND SMALLER WITH STATIC PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS". THE WORK. PRESSURES OFF 200 PSE OR LESS WILL BE AMERICAN - 80 CRS, KENNEDY KEN-SEAL FOR LOCATION OF WATER MAINS AND APPURTENANCES OR MUELLER RESILIENT SEAT GATE VALVES OR DISTRICT APPROVED EQUAL. ALL CONTACT THE O.M.W.D. 15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS THE VALVES 14" AND LARGER WITH STATIC PRESSURES LESS THAN 175 PSI WILL BE PRATT OR DRESSER BUTTERFLY VALVES OR DISTRICT APPROVED EQUAL. ALL OTHER 13. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE ENGINEER AND THE A VALVES SHALL BE DISTRICT APPROVED PLUG VALVES. ALL VALVES SHALL BE IN CITY OF ENCINITAS PRIOR TO MAKING ANY CHANGES IN THE FIELD, ALLL L PUBLIC UBLIC SEWER LINES G SEWER LATERALS LOCATED /N BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ACCORDANCE WITH O.M.W.D. SPECIFICATIONS. 5, PUBLIC RIGHT-OF - WAY. OR EASEMENTS 14. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE 111111- 114. 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCES ROAD TO MAINTAIN ANY 15. WATER SERVICES FOR ALL COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED "AS-BUlL7" IMPROVEMENT DRAWINGS ALL SOURCES SHALL BE LOCATED WITHIN I PUBLIC SEWER CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASEMENTS DEDICATED TD THE 5 -A DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. COUNTY OF SAN DIEGO. d 16. CONTRACTOR SHALL SUBMIT FOR DISTRICT REVIEW, MANUFACTURER'S CATALOG I� l7 WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED CUT/SHOP DRAWINGS FOR ALL ITEMS OF WORK PRIOR TO INSTALLATION. 15. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES PRIOR TO CONNECTION TO SYSTEM. 17 CURVES FOR PVC WATER MAIN MAY BE ACHIEVED BY UNIFORM BENDING OF PIPE OR REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE HEREON. OR THE USE OF STRAIGHT PIPE AND DEFLECTION TYPE COUPLINGS. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING r` /8. NEW SEWER MAINS LESS THAN 36" IN DIAMETER SHALL BE INSPECTED BY IMPROVEMENTS FROM DAMAGES THAT MAY BE CAUSED BY HIMSELF OR HIS CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND INSTALLATION OF PVC PIPE SHALL CONFORM TO AWWA STANDARD C-900. SUBCONTRACTORS IN THE PERFORMANCE OF THE WORK. CORRECTION OF ANY FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT ' DAMAGES CAUSED BY THE CONTRACTOR SHALL BE THE CONTRACTOR'S RESPONSIBILITY. Q TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION THE MINIMUM RADIUS FOR 8-INCH CURVE PIPE IS 200 FEET INSPECTION. (SEC. 306-1.4.8) 17. STRUCTURAL STREET SECTION SHOWN ON THE CROSS SECTIONS ARE REQUIRED IF ,of ES S1Q THE TOTAL ALLOWABLE DEFLECTION FOR STRAIGHT PIPE USING DEFLECTION TYPE NO DESIGN IS SUBMITTED FOR APPROVAL. ACTUAL STRUCTURAL STREET SECTIONS U 5 A. COUPLINGS SHALL NOT EXCEED 4 DEGREES PER COUPLING. WILL BE DETERMINED BY A QUALIFIED SO/LS ENGINEER BASED ON "R" VALUE TESTS 3 AND THE SPECIFIED TRAFFIC INDEX (TL) IN ACCORDANCE WITH THE APPLICABLE l BASED ON 10-FOOT-LENGTHS, THE MINIMUM RADIUS FOR 8-INCH PIPE USING CALIFORNIA DEPARTMENT OF TR4NSPOR7A77ONS(CAL-TRANS) GUIDE LINES. ' fn RECRE(4llprdpt: '1 R>,4lL 140TES : DEFLECTION TYPE COUPLINGS WILL BE 145 FEET. BENDING OF PIPE WILL NOT ACTUAL STRUCTURAL SECTIONS SHALL BE NOTED ON THE "AS-BU/LT" PLANS. )i BE PERMITTED WHEN USING DEFLECTION TYPE COUPLINGS TO ACHIEVE CURVES. 8. ALL LUMINARIES SHALL PROVIDE TRUE 90° CUTOFF, AND ALLOW NO ESCAPE OF LIGHT Jai Q Z `� I•� pJRV5N , itOGICS DE13?05 APao 0-rNER 06STRt) LIONS SHaL� �+£ $TcM6Nc0 18. WATER SYSTEM COMPLETION SHALL INCLUDE INSTALLATION OF H & C 437 METER ABOVE THE HORIZONTAL. OF,CA1.fEE� ` 'rROM TrZPaIL ,. TRAIT. -50K,FACfi. �7t•!I'+L•L- 'I 14AMTIYE $OILS OIL Pr.WM VMID BOX AT ALL CURBS STOPS OR DISTRICT APPROVED EQUAL &%ZP,MtTE COH PAC.')'I 9 O '/v 19. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE- h CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A `ZI 2.� T'IMKI MVN C u-t $LOPE 6S 2 1 • 1 1LL1KOVA FILL SLOPE 15 Z' I • MEETING. PHONE NUMBER 1760! 6332770. 20. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS 3,) �I¢R►LCYtL 6 RARE or TRp1L S+tw�L NO f EX C3cED 2D �(0 DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED q-1 G(LD55 SEC-nwJ �F TRI�•tL SNr��L bE �o't [rE SS 'r'KI°'°'1 `o/" ®R CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 21. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE Co2Pr16>ER 'f iL Y► 2•/0 , L` PALIy� BY CHISELING THE LETTERS S" AND "W", RESPECTIVELY, 2-INCHES HIGH INTO THE FACE a S.� �[�.R'nc-LaL �-L_�►aR�c� ors �-z' s+IrIL� 3F N•M�Tru,.�eu ar OF THE CURB. Oftoviop- LJIA ttP. RSI�RS AH -T?, i' PEfZ D k C 1 ®n4'E alxtl -i'ToR �1�1Z, 22. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATOOP G' a APPROVED BY THE INSPECTOR. (n CaaIEATEt2 . r THE M1 StE 1144AIrE�L '6RR DETAL� oN SST Ld for- �`��'� Rl�re 30 3RQ N (o(9"R $•72S" , 'TO ILE 1NSTAu+Bb 23. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC F- 1 •� rlZPAL t46RK.tf, GRLZBO*►�1E L' t5 10% WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS Q PIER M14r1 U t<ACTURER' 5 5PtG1 Ftc i IONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE - AV/� f./:3Lt )'°ROM '• eAR60KtlE, l/.►"L(ktA1%`0 14L ��{'mRAT)m `{ SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD U 0 15015 Cal Lt0 R �D C •� `{ QB DRAWINGS !LATEST EDITION) O �O �ARI`1 BRifHCia C'a Z �a (0 - N (8V3 143- `II{5 (Soo) (a 24. PRIVATE ROAD/A0*1401WA14s SHOWN HEREON ARE FOR INFORMATION ONLY. CITY Q c F4 ON 6ROW)J 61�1C 6R9(�y1D OFF4ALS SIGNATURES HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY PRIVATE CONTRACT S 17AN9 ?E7- k SCOOL�6t?91<0 L t"IJvR R Y LE ' S O� t AI N%0 IiLI QE OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS ol/ U'altit4 WHLTE CENT R`f (�pgt'cl A T N p,.Ftyr pfccALS ' o 'S0 t i Stotts IN j*tE -swe CLRCLZ - �� IF e; SHEET CITY OF ENCINITAS 6 Z II t NO, �EC+�LS SH FALL HA�IE V�.L)VE(ZSAL 1LE0 SL'/45H A+�D \ �° <y. 5� � DEPARTMENT OF PUBLIC WORKS sHEErs O _ � m 0 IMPROVEMENT PLANS FOR = M (D r , OF c�>1�� T. R IA. 87 - 008 s CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 322 - 1695 " F No. Description Approved by; Date W DESCRIPTION 00-0073 CHIS. SQ. TOP HOWL MRKD. WITH STEEL Approved: ROBERT WARREN Engineer of work NEW ENG. OF WORK AND NEW . ap a N OWNER �I FN: POST a' Engineer /n z ti /� y, LOCATION SW COR. TNT. EL CAMINO DEL NORTE 8 RCHO. STA. FE. By""r C. G ^- ( /I 7I JACK OSBORN R.C:E. !6"583 M AL NOTE Riewmk,u�/,S (�Y� 11')°�A RD. 23H W RCHO SANTA FE Q 60ft. EL CAMINO DEL NORTE CIL. '�l w z p - Q NEW En/G. D?�`PV /2K /l/1•/1/I,�j G/Z�� RECORD FROM : COUNTY OF SAN DIEGO 4_3•1JlJo�+..r..r• Improvement 809 I R _ -.z Ld z m gQ A5 BUILT ELEVATIONS )/9. 476 DATUM U.S.C. 8i G. S. - Permit No. z x t {ZTB a Date T. .hl. -008 w a FILE N0. 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I I/ X f AA1ir'1�5'ltv MBT�R NEW /" WYITFI�Z �) <i► AIM /9'ri' /- o /76/ZO of o �zzlow ./'6:,ClfTBR �f�[tA> Q 327 L p NEW om" INLET rr�E -/ X11 _ CRCts C!/r.''ER S -/t _ 770 ,` 7v kv — ,, , - NEW SQL, . lI1 L T C 7" P-J W�''L75 7 / s7 - O/7M OfZA1A CG EAR/ ��ss- \ �'� sO o e , ° v o COO 37" A• C /PfVEi+��" toy o� �� CL_�l l l! �C RANCHO S'�►NTA �'E' .40.4d _ )PE�V� LZW[: L /N�v o/1o/s' ' _ _ _ O',?G 41C OWNER ` a LNG /IVl TA $ 4 1 "1 DRA I V t 3 L/; 1T IS AGREED THAT FIELD CONDITIONS MAY RMURE CHANGES TD�IESE PLANS w 09 !T IS FURTHER AGREED 1�fi4T THE OWNER (DEVELOPER) SHALL HAVE A REGfS'TERED CIVIL \ \ = — OW/V��Q' - R.GP. STO�t'�1 t9,e•flN +2 L ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE U��M _ // O � EMEN7� LLL'• sow_ "R. C. P. STaRM O.Qi!!�Y �i62 tom' PROPER COMPLETION OF THE IMPROV \ • ,��-' ` /iZ 3OVTN RllgtKO bJ4lwTft .. - � t , ENuNirAS, Ul #12 I FURTHER AGREE TO COMR1DE WORK ON ANY BTS EN SHMM ON T�IESE ROANS �. \ ps ` WJTN,.IN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONST- � ��. � -- `- - - _ . -- _ � �' /,?�' h�' �� i Q�l/Vj 43SEM�3Ly ! "�A _. RUC77ON PERA.!IT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY � • , ,/ # f -_ _ -.. __ . . __.,_ _ _---� CURB INLET TYPE B -/� Il- .� UNTIL COMPLETED. IRRESPECTNE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT_ OR UNDER MY CONTROL. ��` _ _ - — aR1N DRAIN CLEANOUT -0 -3 .� &A J9R..SN �\ , • - ._ � D�GL�41'�4T70N OF R�SI /BLS L�/.4��E -- ICArCH � TY,� Jr 1� -. j 1 &A �4 - jC�TNCR� L lIG I IIER46r ac-c4,fmF rxor ! Ti/E ENI NE -ER oFwA &r-, r, 0- LL e. vw,1i5 A�r�T, 0-93 3 ,9L EA ES K WHEELER TE t " 9 ,CT !�•CVE EXc�RG o RESPOrv�j,ILE 4h� ,4 L 4VVER TXEICES /LAS OF" ;SEWER M t HOE S- !'7 _`� EA PROJFcr,f,Ole<FiNEp //V SEGTiOn/ G7o3 OT F w E B!/S /NESS 14N 'o o° ° P OFESS /G►�S � ,�N1 rAw • II , rcS/4wV �5 4a%oSisr� ► 1, h Cq t cr1RR ADDRESS : 162 SOUTH RANCHO SANTA FE RD. �-\ \ �'Q�� a. • � � ' ssT,QNO,4RD. � _ � ---3 t9` sEwF'R L �� 5-4 _ 747 L . ENCINITAS, CA 92024 A PHONE : 17601 759 -I512 -� L o -- --�� —� SEw ?i t..tTERA1- ,S -/# L EA �s . ��-4 �y - / UA40ERSr4Ao � r /,IrT�P �4 4VL 11111 o`ty5 .41wb ASSES PARCEL NO. 264 - 143 - 51 TO 53 3, .� \ ' ' SFi�G✓F /G.4no/vs BY 771.x 4 1` a�ENc�si f �.ciwEO To.t y Rev14 �y aV.4Y WWL7 X)CA55 NoTREL /E Al 'rr? _OF _ !r✓oR>� G4:30P MY RESPorc/S/BiUTiES FAR ,�'A•�S • Z o e : ,,,, \� � � � +� r o� � W '�° G' "' T� /1", ? • Tf M .9 f�4ETb ce � AY E � N"I /METE 4 EA R W -! G ' ,Q "/4 V /NyfRO , STS. i © W ,P „iD en , y o e �< E 9Lbt9 • C �- EEl /i/K)w s /G�+Y AS ► 2 '. % �� -p GZ -.�. �. pKfON� : 7 G0� 7¢ -.�55 '�' 0 �QELOCAT� EXIST - �a 0ECl�,RAT/0N OF RESPONSIBLE' CHARGE M AP CAl1 .R��»0V� � u G )e 5r or API Cs0 AVA9 f . SCALE - I = 60 \ y-''�\ G\ c ' "1 / j i I HEREBY DECLARE THAT / AM THE ENGINEER OF WORK FOR THIS PROJECT THAT i HAVE y-t. e ms! ��., ;.A. ��. � ;"AS0,VI RRTA //VlAkV W.4Zt EX. CERCISED RESPONSIBLE CHARGE OVER THE DESIGNS OF THE PROJECT AS DERNED IN \ o �► ' T M A . r p � SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS \ \ w �� , "' a R46 A/0. ,apt S� EX T 1rXVV IF -10 3I' 1=A CONSISTENT WITH CURRENT STANDARD. /° 9 -vQ jw . \ \\ o l UNDERSTAND THAT THE CHECK OF PROJECT DRAWNGS AM SPECIRCATIONS BY THE CITY OF EhIC1N/TAS /S CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ,� \ -,, , Ex /S' H,540WA4L 70 �fE - ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PR6�CT D 12 �!/�SI•) �t7 /o /QEM� VI , �R CK OS80RN � / � , � _ �-. �q � iJ ''tb - c � ; ADt7RES7 : 160 INDUSTRIAL VAY S rM 200 ,�� q �.t ,�• \ G. _ ,� vL� �7r7` /8" Rt c.w SAN MARCOS, CA. 92069 FAN OCJT' I�t PM / C ; ) � c:'t F� PHPHONE: I 0 .e� �SEWF7 ; (760) 471-6047 _ � l ' g >�' S`TRL/E'TlJ,4Rt 3'EI�T /GN' (�� 1+� t K ® w • c - r BY Nov A.0 �v w-f- - v EXi.Sr. G~ CZ-154I �urrE/q oR Ac "'1 �F C ' °UATE cw c�a �6•ISE Z r Rr v60(4rk�E A �\ �' \ R.C.E NO /i 56S .. REG. EXP. DATE_ Qr�djO� , � • � � � A TYP. SECTION. RANCHO SANTA FE RD 454 STA. 14 + 50 TO STA. 16 + 12.33 T. = 5.0 ` `\ NO SCALE --- - STD- OWG . 6- cn b sT ! dERM v s' r+a' low. I/ 5' ti \ L �-- �' -j A I f.. PRIVATE CONTRACT oa L tN:'77 v 1 T /� /t '�- / s TAN L_ L -T _ NEW A C. A4 s / WNr i 9= ---G� .4g0r tIN //V6 WALL ( �gipLLE27 GURB �"UTTE� y _ / PERM ITS SHEET CITY O F ENCIN:TAS - _ ITV CL 17 BA E f'i • ooR S T�z Uv TURAC r .SECT,O jAR Z7 O • Wi 6-4. OAe _� DEP ARTMENT OF PUBLIC WORKS S HEETS 0 Mi GO 1N� T E RY(t.A r IlT?�. N 6,RO G L - :€ D: A A m R E ZOVf PE RM1T ^' P PILOK� U 0. 1r " eE RAMC b IMPROVEMENT T PLANS FOR = ) N >>� • TYP. SECTION RANCHO SANTA FE RD RS 54A T Y SECTION: 13TH STREET (T.I . 6.5 ® SPEC USE P61MIT O . 0 Cp - VICINITY MAP : �- � ^� STA. 16 + 12.33 TO STA. 21 62.3 C T. z.= 8.0 �/c sC & M. _ 0 ,+ T P 87-008 � ~ NO SCALE OAT* SCALE m NEW 5r4KII I- /NE M. TENTATIVE MAP No FIRE DEPARTMENT CARDIFF SANITATION DiSTRIC•I OLIVENHAIN MUNICIPAL **TER DISTRICT CITY APPROVED CHANGES BENCH MARK CAr 0*WA COORDIN "WEE 322 169'x' No. Description Approved Dy Ota D ESCRIPTION. CHIS. SO. TOP HDWL. MRKD. WITH STEEL App.owd • ROBERT WARRF EptiotM of wo.k: : WATER WORKS APPROVAL NEW ENG. - OF- WORK AND II Z' FPL POST c i t y Enq!near L $7RucniR sECTm WL BE DE /E ?k vED AFTER 1- VALUE TESTS ARE` APPROVED By: BOYLE ENGINEERING NEW OWNER v� LOCATION: S W COR. INT. EL CAMINO DEL NORTE 8 R.CHO- STA. FE �+'= !• l ^�� " '! ose�Rllc " �' '� O T AKEN. MINIMUM -4 A.C. OVER 10 CLASS 11 A.B. (4 ON 8 � FOR �ISTR CONSU ENGINEER — Z 13TH STREET) APP'RJl'E') �� Q� (T � ApPaaVEII BY ' OIA r`r' D RD. 23N W RCHO SANTA FE 9 60 ft. EL CAMINO DEL NORTc CIL. W SIRE MARSHALL / RCE tB325 0 9! � �_ : COUNTY OF SAN DIEGO W 6rz� e 09 t � : W RECORD FROM: . z GATE _ �E7 j 5 OA �'' �S �� t NEH/ En/G. - ax - WD�et, �P / ✓ A / "I 119.476 n ATUM: U.S. C. 6I G.S. y 'w+�+n ho P KI I . 87-008 C0 O o Y = W FILE N0. 7 SEWER NOTES. OL�HAIN MUNICIPAL WATER DISTRICT NOTES: GENERAL NOTES 'ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE S7AACARD SPECtRCAT10NS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE SAN DIEGO STANDARD SPECiiAL I. MIER WORKS SHALL BE CONSTRECI IN ACCORDANCE W71N THE STANDARDS OF' THE I• A PEPMIT S�6ALL 9E OBTAit1VED FROM THE CITY OF E1tIC11Vl1RS OEPARTME]VT OF' I CERI wAT 1Tq' PRIVATE ROAD AS Sm?Wn/ ON 77.75 PROVISIONS TD THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, OLNENHAW MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE PUBUC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. PUN SHEET 3 OF 6 SATISFIES THE REQUIREMENTS AS STATED IN THE ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. FINAL NOTICE OF APPROVAL FOR T.P.M. 87 -008 AND THE STANDARDS SPECIAL PROVISIONS." 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF FOR PRIVATE STREETS 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRFCTON OF DISTRICT'S �R: ENCINITAS PUBLIC ROADS STANDARDS R' VALUE TESTS" SHALL BE REQUIRED PRIOR I. TRENCH WIDTH SHiLL BE PER SDRSD Mb S-4 UNLEST OTHERWISE SHOWN INSPECTOR'S SCHEDULING MUST BE 24 - 28 HOURS IN ADVANCE OF WORK. TO CONSTRUCTION. 2. PIPE AND BEDDING CONDITIONS J WHERE' ELEVATIONS AND GRADES ARE NOT SHOWN ON TW WATER MAIN PROOR& : .3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. APPROVAL OF ANY CONSTRUCTION OUTSIDE 174E PROJECT BOUNDARY. A. ALL PIPE SHALL WVE 4" AII1VI" OF 314 INCH CRUSHED ROCK BENEATH AYE P19 4. INSTALL A/�VIJNUM ! -NIGH WATER SERVICE TO EACH LOT METER 1a BE LOCATED 4. ALL UVDEI4GROUND UTILITIES WVITHIN THE STREET RIGHT-OF-PAY SHALL BE 8. V.C.P. AND A.B.S TRUSS PIPE BEDDING FROM BOTTOM OF PIPE 70 (6) SIX 5 FEET FROM A SIDE LOT LINE. A 3/4' HIGH LETTER a SHALL BE CHISELED IN CONSTRUCTED, CONNECTED AND TESTED PRIOR 10 G�ONSTRUCITON OF BERM, CURB, Engineer NVCHE3 MINIMUM ABOVE THE PIPE SHALL BE SAND. GRAVEL. CRUSHED AGGRE�ITE CROSS GUTTER AND PAVING. � T OF EXISTING CURB OR IMPRINTED NEW CURB AT ALL SERVICE CROSSINGS IM 30 OR BETTER. S. MA FREE- DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 5 7W DOSTENCE AND LOCATION OF � FAC2ITTES SHOW ON JACK OSBORN �� -�• ��'S83 DATE AIR RELEASE SHALL BE INSTALLED AT' ALL HIGH POINTS AND BLOW -OFFS 160 INDUSTRIAL WAY, SUITE 200 AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE MAY BE USED BEST OF OUR KNOWLEDGE, THERE ARE THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 70 THE SAN MARCOS, CA 92069 C. P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF SHOWN ON THESE PLANS HOWEVER, 174E E CONTRACTOR WHEN LOCATED AT OR NEAR CONTRACTOR IS REQUIRED TO TAKE R EXISTING FACILITIES EXCEPT AS SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 CRUSHED ROCK. A.B.S. HIGH OR LOW POINTS SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE IX OR PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON GREATER. 6. LAILESS 07IERWIS'E NOTED, CONNECTIONS 70 EXXIS7WO K41AS SFAU BE MADE DRY ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PUNS. AFTER COMPLETION OF PIPE DYING, ALL AIRl/V L1111E SEWERS, SEWER SERVICE THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT 6. LOCATION AND ELEVA770M OF IMPROVEMENTS TO BE MET BY *VRK 70 BE DONE T O APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM LATERALS AND STRUCTURES SHALL BE TESTED IN 774E PRESENCE OF THE ENGINEER � IN ADVANCE TD ANY SHUTDOWN. SHALL BE CONFIRMED BY FIELD MEASUREMENTS PR /OR TO CONSTRUCTION OF NEW ` A/R PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY 174E ENGINEER. WORK. CONTRACTOR WILL MAKE EXPLORATORY IXCAVAT10N5 AND LOCATE EXISTING ' • CONTRACTOR SHALL COORDlNA1L� WITH DISTRICT ALL ARRAN'G�:�EN'TS FOR REVISIONS FAClU77ES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 4. THE CONSTRUC7ON OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -17 POURED IN HIGHLINING, TEMPORARY SERVICES, ETC. PRIOR TO SHUTDOWNS. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATIONS PLACE MANHOLE BASES SHALL BE MONOLITHIC POUR. FINISHED CokPLETE AT OF EXISTING FACILITIES TIME OF POUR. PRE -CAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH Z LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL LL HE LOCATED OV 7 THE CONTRACTOR SHA NOTIFY THE SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. THE PROLOIVGA77ONS OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. 5 THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S S -13 AND S-14. TO STARTING Wt�RK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK . LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE: $ FIRE HYDRANTS, AS APPROVED BY THE COON17AAT FIRE DISTRICT, ARE TO BE O T! COMPANY RE . rGR CLARITY INSTALLED AT LOCA77ONS SPECIFIED BY THE FIRE DISTRICT CONSTRUCT 4' NOTICE ALL ELEC TRICAL AND GAS SERVICES N?THINI THIS PROJECT TA77VES REVIEWED & 774E CONS7RUC77ON OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, TYPE A. CONCRETE PAD, 3' SQUARE CENTERED ON HYDRANT. ARE 'UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES 7. ALL AWNS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVtR. B• CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM ME CALIft?RNA � CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. OF INDUSTRIAL SAFETY (CAL OSHA) FOR ALL TRENCH WORK 5' AND GREATER IN 8. THE FINAL LOCATION AND EZEYA7TON.OF SEWER AND WATER MA /NS AND LATERALS DEPTH FOR FACILITIES TO BE CON57RUCTED FOR, OR 7V BE TURNED OVER 70 THE' 8. 174E CONTRACTOR SHALL NOTIFY THE PACIFIC COMPANY PRIOR TO �09ERT A SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR T0. ACCEPTANCE OF WORK. OUVENHAIN MUNICIPAL WATER DISTRICT COPY OF PERMIT SHALL BE SUBMITTED STAR77NG WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK TO THE DISTRICT PRIOR TO START OF WORK. CITY ENGINEER M71N COMPANY REPRESENTATIVES R ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY 174E DISTRICT NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY �• ENGINEER IN W94177NG PRIOR TO ACCEPTANCE FOR PUBLIC USE. 10. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SEV710N C -1 T O READ ARE "UNDERGROUND INSTALLA710NS". FOR LOCA77ON OF • AS FOLLOWS: ' COMPANY. TELEPHONE. .....A CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM OR CABLES AND APPURTENANCE, CONTACT PACIFIC TELEPHONE 10. FILL AREAS MUST BE COMPACTED TO 90V PRIOR T O PIPE INSTALLATION. THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE T 48 • 1- 800 - 422 -4133 UNE AFTER 24 HOURS HAVE ELAPSED. IT SHALL BE 774E RESPONSIBILITY OF TA THE DE MOPER 70 CONTACT 7HE UTILITY _ 11. THE CONIRACIOR SHALL NOTIFY 174E DISTRICTS FIELD OPERATIONS DEPARTMEN DATE HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPEC7TON OF PROJECT. I !, ' ,� EXISTING FACILMES WHICH MAY AFFECT FINAL DESIGN, LF L111�' �. AGENCIES, ADVISE THEM OF 174E PROPOSED IMPROVEMENTS, AND BEAR 174E COST i► 3 -27 UNE PARALLEL OR PROPOSED CONNEC77ONS SHALL BE FIELD VERIFIED. ALL OF RELOCATIONS, /F NEEDED. f2. THE CON77?ACTOR SHALL AND HEREBY DOES GUARANTEE ALL OkK A ER/OD EXISTING OR PROPOSED UTILITIES CROSSING OR WITHIN 10 FEET OF PROPOSED ' OF ONE YEAR AFTER 774E DATE OF ACCEPTANCE OF 174E WORK BY 774E OWNER AND WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PUNS t 10. -ALL T7�LEVIS/ON SERVICES WI7HIN WS PROJECT ARE 'UNDERGROUND INSTALLA7IOA? ". SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER FOR LOCATION OF CABLES AND APPURIENANCE� CONTACT TELEPHONE. 1 -800- 422 -413 © WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTNE IN t2• VALVE BOXES SHALL BE INTEGRAL CAST IRON LO AND FRAME ASSEMBLY TYPE WORKMANSHIP AND /OR MATERIALS W/71•IIN THE ONE YEAR PERIOD FROM DATE OF GV-8, AS MANUFACTURED BY SOUTHBAY FOUNDRY OR ALHAMBRA FOUNDRY COMPANY OUTSIDE 774E AREAS TO BE PAVED. 1 f. NO PAi/ING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED ACCEPTANCE WITHOUT EXPENSE W)44TSOEVER To THE OWNER, ORDINARY WEAR AND LTD. IDENTIFICATION MARKING FOR LIDS PER D ISTRICT DIRECT IVES. TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. r 12 THE' C0N7R4CT0R SHALL N077FY 7T IE O. M. N:D. PRIOR TO STARTING WORK NEAR 13 INTERNAL FERROUS SURFACES OF ALL VALVES EXPOSED 1a WATER SHALL MW A COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESEMM IVES 13. CONTRACTOR SHALL OBTAIN A PER IMTA OF ENCS FOR ANY CERT7f7ED FACTORY APPLIED EPDXY COA77NG NOT LESS THAN 10 AOL THICK. EXCAVATION WITHIN EXISTING CITY S A NOTICE: ALL WATER MAINS AND SERVICES LATERALS WITHIN THIS 14. UNLESS OTHERWISE SHOWN ON PLANS, ALL VALVES I2' AND SMALLER WITH STATIC PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS'. Y AS -BUILT DRAWINGS MUST BE SUBMITTED PRIOR 70 FINAL ACCEPTANCE OF PRESSURES OFF 200 PSE OR LESS WILL BE AMERICAN - 80 CRS, KENNEDY KEN - SEAL FOR LOCA77ON OF WATER MAINS AND APPURTENANCES THE WORK. OR MUELLER RESILIENT SEAT GATE VALVES OR DISTRICT APPROVED EQUAL- ALL CONTACT 174E O.M.W.D. VALVES 14" AND LARGER WUH STA77C PRESSURES LESS THAN 175 PSI WILL BE 13. TW CONTRACTOR SHALL NOTIFY AND 09TA/N APPROVAL OF THE ENGINEER AND 774E !S. fiIIE CONTRACTOR SHALL FURMSH AND INSTALL, PER SPEC /f7CATT0111S THE PRA7T OR DRESSER BUTTERFLY VALVES OR D157RICT APPROVED EQUAL ALL On C17Y OF ENCINITAS PRIOR 70 MAKING ANY CHANGES IN 174E REZD. APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE VALVES SHALL BE DISTRICT APPROVED PLUG VALVES. ALL VALVES SHALT SEE IN ' LATERALS LOCATED /N ACCORDANCE WITH O � M W D � SPECIFICATIONS - - j � ALL PUBLIC SEWER LINES EWER f4 • PUBL C RIGHT - OF - WAY OR ASEME T POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHf?WT/ ON THE d► ' ANY ERCW DEVELOPMENT'S ST•61{L.L MVE AN 11 WATER SERVICES FOR ALL COMM "AS- BUILT" IMPROVE7VIEM DRAWINGS. ALL SOURCES SHALL BE LOCATED W�'THIN i I6. THE DEVELOPER MAY BE REQ UIRED TO GRADE AN ACCES ROAD TO MAINTAIN THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASEMENTS DEDICATED TO 774E PUBLIC SEWER CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO BACKFLOW PREVEN77ON DEVICE ON CUSTOMER'S SIDE OF WATER METER. COUNTY OF SAN DIEGO. t DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 0 11'3 CON17�,ACTOR SHALL SUBMIT' FOR DISTRICT REVIEW. MANUFAC'TiIRFR'S C4171LOG CUT /SHOP DRAWINGS FOR ALL ITEMS OF WORK PRIOR TV INSTALLATION. 15. KETTHER THE OWNER NOR THE ETIG'INEER OF WORK WNLL ENFORCE SAFETY MIE�IStJJ4ES � 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE RFOU/RED OR REGULATIONS 174E CONTRACTOR SHALL BE SOLELY RESPONSIBLE HEREON. PRIOR TO CONNECTION TO SYSTEM. 17. CIVRVES FOR PVC WATER MAIN MAY BE ACHIEVED BY UNIFORM BENDING OF PIPE' OR THE USE OF STRAIGHT PIPE AND DEFLECTION TYPE COUPLINGS. 16. IT SNAI -L BE THE RESPONSIBILITY OF THE CONTRACTOR TD PROTECT ALL EXISTING j8 ! SEWER MAINS LESS THAN 36" IN DIAMETER SHALL BE INSPECTED BY IMMPROVEMEN7S FROM L?�4MAGES THAT MAY BE CAUSED BY HIMSELF OR HIS ny OF PVC PIPE SHALL CO NFORM TO AN'WASTANDAARD C -900. SUBCONTRACTORS IN THE PERFORMANCE OF 774E WORK. CORRECTION OF ANY i CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL ANA DAMAGES CAUSED BY 774E CONTRACTOR SHALL BE THE CONTRACTOR'S RES'PONS19VW.. FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT' 174E AM MUM RADIUS FOR 8 -INCH CURVE PIPE IS 200 FEET. 4 TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION 17. STRUCTURAL STREET SEC77ON SHOWN ON THE CROSS SECTIONS ARE REQUIRED IF E _ _ INSPECTION. ISEC. 306 - 1.4.81 THE T07AL ALLOWABLE DMEC770AI FOR STRAIGHT PIPE USING DEFLECMW TYPE NO DESIGN IS SUBMITTED fi7R APPROVAL. ACTUAL STRUCTURAL STREET SECTIONS � � jof COUPLINGS SHALL NOT EXCEED 4 DEGREES PER COUPLING. WIU BE DETERMINED BY A QUALIFIED SOILS ENGINEER BASED ON 'R" VALUE TESTS AND THE SPECIFIED TRAFFIC INDEX (7:L) IN ACCORDANCE WITH THE APPLICABLE A. - CALIFORNIA DEPARTMENT OF TT�i4NSPORTA77ONS CAL- TRANS) " GUIDE LINES. ` t �+ o BASED ON fO- Faoru-- NGlNS, THE MIAIIMUAI RADIUS Ft7R 8 -Inew PIPE' LISTING D EFLECTION TYPE COUPLINGS WILL BE 145 FEET. BENDING OF PIPE WILL NOT ACTUAL STRUCTURAL SECTIONS SHALL BE NOTED ON THE AS- BUILT' PUNS •i R RF�REM►'11prRt/,t NoT�.S : BE PERMITTED WHEN USING DEFLECTI0N TYPE COUPLINGS TO ACHIEVE CURVES. e + I8. ALL LIAt/INAR:lES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO ESCAPE OF LIGHT �.-p R ` O•tt�ER 065TWV dhONS SMemu- �R ABOVE THE HORIZONTAL. 6RVS14 , ROM% lDt$ Ar�7 -L � 3 18. WATER S�YSTEIN COMPLETION SHALL INCLUDE INSTALLA170W OF H & C 437 METER �, rQp„ •iitiC T RAIL. SVRfAGE �7f111Lt- 'FR 0ATtVie SOILS Ivlt QDCON PDSEt7 BOX AT ALL CURBS STOPS OR DISTRICT APPROVED MU AL 19 THE CONTRACTOR SHALL REQUEST FRM TI•EENGII�EERIM SERVICES D OTICE A CH A ;( CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF O erRMvt•rt co f'Ac. 4 NOTICE FOR SUCH A �•�' Tt '1 O /• AEET1NG. PHOME NUMBER (760) 633 2770. c � g .t. tS g.: . trtt Ott 1�ttJ?1 WILL S t.o P� i ?'1Ky4 MV K Gut S LVPt Z 1 • � 20. TW QEV1ctOpER SHALL BE RESPONSIBLE THAT ANY AIa1NU111ENT NCF OR BEIIKARK WHICH IS • • CIVIL ENGINES OR LICENSED L SURVEYOR 1Si•ED Ai{MO REPLACED BY A REGISTERED '3•� q2 IM Cl. p !tS M1At 1 +e�f" TR Mai t_ �511�1t�t- rt0't E fl ZD �/ 1't�J Olk TR�<r „SHrr lap. c-E SS 1 't 1- u" 1 /, aft 2 1. TW DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AAO WATER SERVICE � 4 L R pry S S ,� • BY CHISELING THE LETTERS 'S" AND "W", RESPECTIVELY, 2- INC 17, EES HIGH INTO E FACE 6 R All Tit N 1a Z /� 1.L I�� . ,� OF TIE CURB. � Ct of IZ� St1 f�cA- '6E Mt h.t,lTpt �d RAloa S Pit - 7 7-1 » 9;.) � �,R'1'tC,le► Lt�4#L RM't L Q>z R DE.TRI i► {� 'TW ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN AMJYNER ,MID LOCATION � ! PR DY 1 a OAR S OA -tR 006* WP 5 .TER LSA•R APPROVED BY 77.1E INSPECTOR Cl) �'� THE 1�tt�t1 f1 '5PACAf4G '5 tom- p� f41it�ATt�t . Stf "i^tM�TER C*-% lAT • CRY 6' RI'3E • � ? o SE INlgtlnt'�� 3O P3 BE WORK SHALL DOME IN ACCORDANCE' 11'/774 THE STA1fi0ARD SPECJFICATT0IVS FOR PdB'LIC F-- p� - �RtN (� X �' S ' T WORKS CONSTRUCTION (LATEST EDI TIONI, TAE SAN DIEGO STANDARD SPECIAL PROVISIONS Q X 17 AI L tA RK.! iC • ' T R A SGt FI C A'iIO S• t�PORit4.1•t{D�t _ / TO T1•lE STANDARD SPECIFICAT /DNS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY 17�E � R Mwfa u rr►cTV .nb GQ SAN DIEGO REGIONAL STANDARDS COMMITTEE), AIVD TW SAN DIEGO REGIONAL STANDARD U Ilk Itd c>14 tTE l/�it �-R N A �M LR6L!< T ROM ' C P D RD uv� . � DRAWINGS (LATEST EDITION). 0 ! JO bOrp Cal L.T R "04 . 2 a C Z a " ape �a b Q 803 't �3 (goo) IO "- �a-r� t T1 vtt � �� • ; . _ P RIVATE RoAC i r>�1trtA irl! (�R sHnwN HEREON ai�E FOR naFal rATraN olut r. c/Tt �a t 08 s - NOT CONSTITUTE APPROVAL OR IESP BO E` P CONTRACT essvRt S �: �.r - ,OF•FIt lALS SIGNATURES HEREON DOES N 4, G �, C '6� rR t M�Rt Y ON SR pM 6A 6 RtDn OF ANY KIND FOR 77E DIESI i 1' GN OR CONSTRUCTION OF THESE PR/ VATS IMPROVEMENTS.. �' ti �i'T•t►►W 't' � RR.tt- [�C -t • / ' tN6 ►dHITIL CLPAWIX'f � l.�T'C�.R OO�SM9- o Atn Stt st J SHFEY CITY OF ENCINITAS 6 Z P. V'S •60r� S t of s ! tt E o .5 .14SN M� G R • •1 W'M' 2 DEPARTMENT OF PUBLIC WORKS gN 1►�lic V� 1�' R'S As. F.!I� IMPROVEMENT PLANS FOR O = C A1.� T. P. M. 87-0019 ! k� J[ CITY APPROVED CHANGES BENCH MARK cALWOMIA COORDMATE a� 322- W 0 0 No Description Approved by; Dote t ' tt !f '"",l'i NEW ENG. OF WORK AND NEW DESCRIPTION 00 -0073 CHIS. SO. TOP HOWL. MRKD. WITH STEEL Approved: ROBERT WARREN Engineer of work Ci OWNER /�� FN. POST etr °aC, C.G`t.•� ,�I+�I� K 099" n LOCATION SW COR. INT. EL CAMINO DEL NORCE B RCHO. STA. FE. pp R ,�/+S RD. 23ft W RCHO SANTA FE 9 60 ft. EL CAMINO DEL NORTE CI ` NEW En/G 4FWOR�t /V�•M� /f RECORD FROM COUNTY OF SAN DIEGO Improve�++ent W W . 476 DATUM US C. 8 G. S Bete `� Permit Na ELEVATION 1 O O • `, , : W x y FILE NO. ; CS . - 2 33 JN 88014 4 p ' i �. jw j 1 + i 1 3 j - - - - _ - / At IZ - b , fl 35 1. - - - r - - -- _ i r , - -_- _ - -- f -� O - - - # • ! 4T '1 r aN . C+ O CL . d Pit#N. -0T� 1 _ 1� �VG - -- - - -- ; : �CT/ON A r! _ Z SCALE _� :., ;.,. � _ _... _ ♦ _ Iii/ , ' , r _ _ -y : t T IV C 2 4 - C G. / / .30 1 �, `. - 4 - _ t �► vE - .- - -- - -- - - -- - - i - _ _ - -- i ' - - _ - - _ r - Ljr ze -. _ - - r .5 c !/,p , -- - -- Aj _ f ti r ; L - - r - - — - - _ a n - - 1 - -- - -- - - -- -. _ Af 2 _ Fj- TIE - } _ g , T- - - -- - -- — - - -- -- - - Ll ig Af _ o s �. ; ---H- _; - - SG/3 L E • hOF. / 40 - - 22 21 t 20 19 -t - 18 IT is 5 1 14 _ ! .z .W5i r LINE LYE C11 VE jOA �'•LY .. s - . 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C- E d- �O'alo R- ?Lod L $� �S" - 9 A ♦O r - .� 7 C4#M oo)' 47 • [ �. o t oo - P.4 /VATE �•Q / vim - >� � 3 I,q G 3 # O°l ° 47' 07 /030.00' ♦75• %/ ,. . �- c .a 3?°42' Z5 G- 2 L- t0 ,3l Ylf R S4 L - /�- C d d - -47'41't5 R-G2 -Cry L - •Fo• ao r Gar/ <!.3't9` S6" - So. ao t -3T /S iG G[/iR8 - 7 3O' UO ._.35.00 _ +e ms �' G -3 t - f o R - f ' FS ri 7 4 'f9 •f1 . . - 4 -� �� !O _ L - d - f'ROf'E/?TY L /NE tl s s 29 G-5 /47 38' 00"' 25•QO' G'FG2' 1J�� t'J�dd 4-4 .! -s✓°o� /s �4 c,�. ao' L •sue ,S .c d . a - S /'t�'o'1" r- 5t-00' -fit �o' t = r Iv :9 0 2a' /7" w [ Yom 33'/O"' E r4w yr /Z /ry EASE �( � �• A � cv O�?A' /SAGE �Eh/ER EA,�E - •, � t �o -. �sFE' sHEEr 4' .e s�wF.rz U` �` MENT f2 P 14452 Ott 40191 AS �� r ,' ` 4 /NE /MP.?OVEME�/TS� y �`' cz - r�N P"l- o�`l�120 ti r �� C sHE�- 3 - tlTrL �Tl'' It 94 `� & . P • ` �' ti ,,� r` s O of o /w ,� a � ��, '" `� >II ��_ t V ` ti PLAN$ FOR T R RA 2 kc t� 1 t ► �. - C. • O tt G S��P ' ZO GUY Azm E rw . &w 3 \ a ► - aE�oVEV ar s o c 4 b /►+/E�[dY t a �' INN ST. N.4ii'7E S/-•N PE'R GO RI�TOR TO too �t�tJ�'�"oL VIj1TN '.f4b ♦� l , ```` rte► - ei,44 s _ 20 �? t ` C Z / f 5 4.7 IT�'W w G �► 15 s. \ V 0� • p - �( �o ` iro En�.v� -v ar�ff ��t d / G- f� ZB GURB /NL ET TyPS A3 - / ~ PER REG. STD 47$�OtP 67- � � � I �'� �• ni � � � o� w 39'20 '�3'��ts'l' -- f --- ' °may �W �� ' • it c o � - 3 _ � � = i- � � ` -. • � . • �' �°` � --" - - � CURg & GUTTEa T'�PE "G r PER STO. O we 6 - 2 • + v 0 w �: y,�l - - ^� o nr H W - —� w , w �s � ire 2 -Qom " w 15 N ( � -- g}� o d Q o NI. L 1N E C.v • . ' ' , - ,v SAyV cur GuR�l6 Li4rA �'O i •'. . _.� r. �-, �� - _ 111 _- - - —� -- - __... _'rte —�— - -. " - .:. _ � - - -- - - - - -- --- - --- =--- —� - 1T IAA /IT• R� Je r• . c • ,mo ...:� -► T .... ,�, '� - -� �' �.� 611 { �°- �' •` • ,� � Pte— ,�- �� — — G , �,� a _AL A.*V F�Rr " 1 1f� i r r =i�'�J��` � - t -� �•t3: td Q j c Az - , T � . _G L?l.TS — j SEE SHEET a FOR APP,-4o Az- OF PwlvATE Dw , • 9l 4 L�C7! - 3' Jar' Gds '. `- , ` M t40 l Q PRIVATE CONTRACT i1 (1 t y y SHEET CITY O ENCINITAS g Z (y .4'Kr eUTEXi,S'1`F�q✓FN 0 T •9Te.` er��ev,4a TO A NEAT EDGE �1 � 1 3 DEPARTMENT OF PUBLIC WORKS fN �1 ^74&W � to H €xp.6- •';0-01! ="t HEFTS O O CO/YSTfZ41Cr1Cp / CPi� PA✓E/YIENT { q J !� _ 5TL _ P /PE • w. w * PLAN a ORIFILF FOR STRFLY IMPROVEMENTS OF m (D 0 — M �. r RANCHO SANTA FE ROAD -- y "G R �� ► CHANGES BENCH MARK CITY OF ENCINITAS, CALIFORNIA M O ' CITY ArvP O EJ C A. �qe Nu. oeu,� ��o� A roved by O��t ° _ ° OC- 0073 C!/ /S. 8 TOP #DN'L AlR" X17W _ ~ VISIBIL NOTE.• `` ~ 1 NF_W ENG. -OF -WORK - t(�rq� OESCRIPTIOM Q Recommended o appfov++ Ap ed L ' �TE�L FN Ps /-- fi-t NO OBSTRUCTIONS, iNIMtAING $IGNS, HEDGES, SHRUBBERY �••. � l,,j,•�{� � 1 eoiv►sfo EN r;GtivEER t/f OR NATURAL GROWTH PERNITTED HIGHER THAN THREE f �z II�O .t i��l�ser Off CON kYr EL CAN /NO AFL ACP"W # f�MO 34#74 t� C Y E s� R a "M LOCATION: C { t FEET FEET ABOVE THE LEVEL OF THE NEAREST STREET. 3 w ` 1 E „�.".« of reofk ' • W � err CwNry _ orvtt. ! A1� tAs�di� Sri'' �W�• � � tst'r �r �a saint � � �o Fr s Ec c�NO a¢ c iL � F � Z W " RECORD FRO #: OF ANY GI/ECO GRAP SCALE IN FEET la.4ETo � NEINEN4 -GlC- 1t k,f�tl+/4T� �Z� /e - - 8031 R f hr�nit ti ^ z �F �'�� ... . :W.4^6eSiE�I f A " IEVATiOM. I7G DATUM U..BC. I S OSBE►RN R.0 -E d3 w IN RGE /✓,D. 40 /B4 ,FXP 9 -30 -02 ! ✓E!� ��GylL�•✓E fVf• 1 %M�e� _ �.Is � 7*4� Li FILE N0. C 5. a33 . ........ - - -- - f f' t... _. t ♦ —j.. t , i s i - t I i I � , f + i f j i j i • •'_ _ - -. - -. .. _ - -. _ -. -. - _ .t t � _ _ g - - - - _ - -- -- - -- — - - -- - - -- -- - -- _ i o 3 . o 7 + 9 Q } Q M G G 15 : !. 5/ G /. 5/ G a 4• °l3 _ 37R 17AU �+�U T d - . - - - -- -- — _ -, \ � v � rY C t�1?' • 1� /f99. 7B _ _ - - -_ - F6. /LPG. •t/ d35 , _- ELE'V.,T ovco 33 ELEV f O, 30 - -_ - Ag J__ - _4 - I _ - R A� 6JPAOE ?O /YlATCH EX /Sf. �, r - _ _ __ _ - _ - - _ _ - _ ,�, - • } -- - _ •� 0 _ - - t s M , 1 _ -- -- - — — - R Q1t n -� ee a: i t IEL E't/. - - - -- - /? 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G - s .r f w No. t100 0 ?o � �� a: �G•�-01 V3 cn JN o :�, ,Al _ _ era ,,� _ r _ �- • , . ea AL PRIVATE CO A GRAPH /C SGALE /N BEET , ii �F�C ITT Q O DATA OF Ti4E�3 rT0 BB RE/»Ov EO) Ga 1 57 1 P 7� 27' /e•74 S zC 02 NE PAVEMCNT"�` Z 1 C Gg /G / J 5G 5 . / SHFFT , � 6 0 1- � h -, <M /Ar. +�,�I.c./ a'cL.�,4.e.� - - CITY 0�' EiVt,l1•TAS SH EETS m 0 i I4fD. O /A. L�ESCR /PT/dN O /5T. �¢� 11?EE 7b RQ) .1 ! T /. = 3.0 4 DEPARTMENT OF PUBLIC WORKS /. 4 ' EUCALYPTUS / / ' LAN A c c0 F � apt�t/rT�ar / ,s _)►'Yj� L�CT : LARK SOW L AHE P PROFILE FOR STREET IMPROVEMENTS OF: 0 � il 13 h STREET As L-2 S T /'42' /5'� _. : -.So. -.So. O/' S LT ' 10 - , / T /3 c3 B.•rcAr oi� c�.ee CITY APPROVES CHANGES FRENCH MARK �TT` A�" ENC11�IiTAS CALIF ORI�iA CtAPB "A-* r No. Dettcnption Approved by Date p00 _ AO79 CN /S. SQ. TQw A DM MRiCO Il�/Ti5/ � C -/ 37`.38'00" /C?O.GO' /OO.S� - Ao 1•5 '' 2 DESCRIPTION R•cor�n+ for •.M: An /! 2.0' REo P /NE 17f NEW ENG. -OF -WORK f �►bT� 1 _ STEEL FJV fLST w • `g ��T L_ 1 p /9 45 Eucq� 1 1" TRANSI lON OF CURQ UTT I "'w� - S fla."�1 s ir' dGi4 /NT E a4mm zwz. AR7RTE 0 RL^NO SAN �'` �• SUBMw151014 GIN EIR �— CITY ENGINEER y � DET I • CNat�E MEET ao ,� Vp� LOCATION. -- Q d -- _ /3 /.4. 47' N N Z - FROM TYPE G , G— 2 TO G— 4 Ha e'V6. - rvO R�t ' M• il�Ja Ftr .�0 23 Fr w .�+c'ro S.ifNTit FE LOFT S EL G•A• ,cf>� � W _ - - - -- - --' - -- - _ - E n�rnNr o f worts 17 tff _ - RD COUNTY OF .LIN O /EGO _ Mrrproren+ Z RECORD FROM, NOT TO - SCALE 3 . A•S II Ptrmit Ns. �9 R co p ELEVATION: —DATUM: ASCK 0som R C E. 16583. 1 TRW ST- 0 z = i W FILE N0. 990 - w _ S , FIN /Shy GRA�� O ✓ER 1°tPE � *y _ ... _ - X/ TZ d. pi4 N ; { I 41 . - - •TAE So 0 2� - - - __ � b � _, STALC..STDRM �RAfiS! CL �A/VOU* v Y - w - - t sv �, � - -- ,PER 8517 .0- - - -- - - - - - - - _ -- -- - - - PTO ArAr R15 Ed - } - - -- STA Lt ' — t.� 17� r t Q __ ; : �X F'C.C. X+ G117 ; } 4 , � � � -! - - _ , i�VS`T .�l/��[.� ltRJl1ME _ AN OVER P R SDRSD M - 1• + t SCALE . HOR. ! -40 VEk. , !� 9 D. D G £ -- - r , : -- - t - �0 V a 24 7:+✓ /� /. 76 -- � -- A III - - - , } 7 - 11 _ _ -1 -- -- - - i _ - - - - _ - - -- - I -- -- - I _ _ , ; TO REMA /N i _ 6t t _ _ j - L - - - - tic ?�'!7 E7rT d► - # a ISCALE NOR. ! - 40 VER. ! - 8 i 4 .� _ - .* , , # } . , , , , ; GkT JAN , _ • - - 1/ /p, Y Luc tG 70 fP V• _ /s 24 1�IZ.= fo S - - TA D A AM ii _ -•) _ - _ - - — VER. /" = 2' F • r kT oav - _ RANCHO SANTA FE ROAD -- - -- - - - ,App /TfONAL • /S/OTES A,d �'Ti4fL5. - t t - - —� - - — A HOR. 1 - 40 VER. 1 8 -- -- -- — - - - -- - — - - -- - SC LE - - - - _ D - - - -- - .Vino 17.5 - _ - - _ _ - - _ - _ _ _ _ :_ _ _ _ - - - _ - _ t t - - t - - -- -- - _ 22 21 20 19 /8 17 16 14 13 /5 F. t* 745 W 5E R FA6EMEit/r P 1L1� PM. 16452 a" 41190)f k tX /ST• 6VY Wl1 ti O� A f/AJ i" I -017(P120 2 TO REMAIN (PROTECT Q IN PLACE) ,4 EEC /5T. P/ u " /S ! �VY�. �� 0,�� 4e d O 4 0 " � I hlJ itEMUI /N +! / �P�` �j' Q• �:, �� q tf"A.C.I° '° V` t ' , Od ��'� � K h � � ' M � �� Q k •. oaM artgiw _ 3G T� RgMA /N�- E tRO� /LE Aff _AW T G" WAT RL /NC 7 V `�-� tic /3T �tI Ir rbt lr Tt? b k �, • •. , - - / CONTRACTOR TO COORDINATE WITH SOGdE (PROTECT IN PLACE) I t� _ �WATEiPL /N 4�. e S � SD w 2�3� °'io" w 32y 3/ t \ ' f L CL tsT AF` J //V ,� . ' ' g �w , . /000.G�O : L - /7Io. 747 A NCO /1_Ti -rQL !/V� W -� Tc . moo a _ _ • _�_�--� ,*, �, ,� SANTA w FF ROAD _ � N w ► LZ . � _ 20 I l � _ _ EXT'G• �4 A.c. P. sTt7RN! Gi4A /nI / e _1 - / -. EXIST.' S1�.rJyf ARA /N yf ��t /' 21 tM - ---�'� ��X7 GAS S /'X T'6. /2"'C. M. L . a C WII TEX A�Cq /N 1 _.,�� 1- O!►'!'�! V 7 i Rte/ L =S M 7 M M �j Q�� E `l�a Ir 0 •t � . — 6X 7 ESE G t� Q $� cn Iffim Q 4of ESSlQ 3 V M t `• r -; O �• M CA . PRIVATE CONTRACT j CA Z • 93o -�ti * y 0 t � �• 2 QUO ervr�. �♦ _ SHEET CITY fl - ENCINITAS 2 �1�� f �A►�. � �; t 5 pEPARTMENT OF PUBLIC WORKS SHEETS Q ,o � 1 t2� 0 1y i STORM DRAIN PLAN AND PROFILE FOR: �"s Aso.., x��r� mss, kgs RANCHO SANTA F E ROACH �r o STORM ORA11V DATA �- CITY APPROVED CHANGES BENCH MARK CITY OF ENI, 4, d /BEAR /NG R L M,d,R /AG JSTZL� 0 PLA N ; STORM R� rN .... - CNITAS CALIFORNIA No. Oeetr,pt,on Approved by Date ., C/ 08' 03' /8 ~ 3G'� _ all. Od' _W "' R a•P : - - c 2 Os• QG't?""' /023.G10' 9i• �Z' Pa K.c.P°. O SANTA FE ROAD � NEW ENG.-OF-WORK _ �I -Z-q� DESCRIPTION OC "cO =� �`� � TAP IS/L?N'L. MR r.[�. f R «ornrw for..p.ovN: Ap =d = RANCH sTFFt FN /T. /� r - ►� -ti )s. C'3 05Iv a9'/G 4GO.Qd' •A9.00' �'i /�.C.P. CITY ENG It:FFR y c 40 L 9/V C04' WrA4 CAAf#40 01FL Al7RTE 4' AF '�-!Of l�E �Zlr /�JO SUBDIVISION ENGINEER SCALE : a,/. LOCATION: � Z ask � � M! /P . . 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AV QTY /YEW 36 " R• C. P. SR7RM O.?A /N Q -° PRoRE'RrY L /NE +, NEW 24 "R• L P. STORM oRA /N " : I -- CENTER G /NE CL EANOf/T TYP ". 2 I � I /TB/y7QyE EX /BT CU�fB •w +� .e / / / HEAOWi1LL Rl I � I I !j GG'7TE.� %3 LF � �� M .tzl ' I A Md ✓E EX /f+ A.0 /q✓/NG -z4, 6 SP NEW FIAW"YVAIANT L Al l G' WA 1"4 - - - / � GEsCAL GE3CR /Pr /GIB/ -- -13� THE I c �A C . •�/9M �T>'PE_'A) ' G -s 30% Lf � A PoRT /on/ OF LOT /°l, RANCHO GAS ENC /N /T.45, / .4E'7740vE EX /Sr A.C. 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G /NEO o /Tch' SSG LF P E/VC 11V1 7A9 CA- G" ` \ �D 6 "PVG DRA /N (3.3 G/; IT /S AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. b p/ Q IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CML �i 0 ,1 \ P J S " ✓t" PVC DRA /N /IV* G j: ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHIChI \ \ ti \ - ;9W " R. STORM 0 1 2q /,V \\\"` . 42 LP THE DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE �� 3 G' 2f PROPER COMPLETION OF THE IMPROVEMENTS. \\ ` e� \ \ R.C. P / STEP,yEN C 408 /NS 50 3G " STORM OR�1 /N a402 2 LF ms \ / 2247 Ed//V9!/i7G AvE. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS �� BY r SEA , C•A . ?2007 ✓E X7 V=• S RM ORq /N ei�X WITH. N EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONST- r RUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY 753 - B33/ y RAN ASSEM�3L / EA UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH s o R` CURB INLET TYPE B -/� D- 2 2 EA THIS PROJECT. OR UNDER MY CONTROL. �\ - - STORM DRA CLEAA/O//T D .3 gA BY : / ti i � y 13 - `IO to + \ \ \ ' �S_ - -' CATCH 8AS /N TYPE T .0 ( CA STEPHEN F. ROBINS DATE OWNER /DEVELOPER / CGNGRETE t!/6 !� -Gg 2 EA c '9„ ADDRESS 2247 EDINBURG AVENUE V, e SEWER MANHOLE 5-17 �j EA CARDIFF BY THE SEA, CA. 92007 s . ro4 �t� ok- �p ( 619 ) z 2 - Cyl 3F g "P. ✓.C. SEWERL /NE� S - 4 797Lf• PHONE : 753 -8331 0 + o s�9c y %� ( ' ASSESSOR'S PARCEL N0. 264 - 143 - 51 TO 53 EA y ti \ �a• i � O .Stop s /6N ".R/• / E.R —W— FX1 T' G "WATFft Inew WATER METE W-/ ¢ EA L�,RAT /ON OF RESPONSIBLE CHARGE KEY MAR ��G ��`� RELO TG' CA EX /ST WATER A✓1/7t@ SCALE: 1 =60 \`' I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT l HAVE 4 +. o c RE/�JOVE EX /$T GUY PoL E �S�G .g E) / BA, EX.CERCIS.ED RESPONSIBLE CHARGE OVER THE DESIGNS OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS RETA /N /NG WALL CONSISTENT WITH CURRENT STANDARD. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFlCA710NS BY THE \ - �'- - E'X 157' GAS t /NE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS �P . HEAOWAGL TO �E ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Ex /5 T / ?'(M ///) 20' /p' \ \\ �y AXMOV4irro �c 'r FIRM SAN MARCOS ENGINEERING QROfESS /0 � / I � 1 PO \„ 1 'S s ADGPESS 370 MULBERRY DRIVE, SUITE E ��Q��LO DAP( /a F EXT'G. P VE/17ENT N I y� \ \ do -- .C��MO✓E LF ( MA 44- CA. 92069 0 D�z" 2 \ \\ 3 / PHONE. 619 744 -0111 No. 28@46 ,,,{, EXTG GRO �G UND7 � �� b� R�iYIO✓E EXT G. 35 L•F ETD 12-31 -94� - „�f V� _ �r,� -- "� t \\ \\ O ° ' O ' :S6WFR CLEAN OlJT (/ PUBL /C / PR /Vi1TE� 2 E� s BY OFGA�tF�\o Z 2� �9�7 31ESTRUCTURAL SECT /O/V� . . \\ \ \ \O TT �p , C 14 FONSO D. NEIS DATE NEW A.G. H4VEMENr EX /.ST. G” cZrva 4r curTER OR ACPrERM \ ° V. C.E NO. 28846 Q^' cl a ' rte Ta REitloYap REPLAC><A w/ ti\ \ `L REG. EXP. DA 12 -31 -90 NeP/ cWaB f GUrteg P TYP. SECTION RANCHO SANTA FE RD. RS 454A Cz STA. 14 + 50 TO STA. 16 + 12.33 N� NO SCALE 5 EXT'G. GROUND �GY �y� l� G" CURB B 6UTTt4MP TYPAir �.', 6 "q . c . BERM TYPE q " PE \� \ �� a Z PeR STD. OHVi G -= ON E L. Z R sT / 4 STD. DWG. 6 - 5. N /Q 20 .�O ' 3 4 o AA;M rA I _S V k, Z PR GRIM /Np OEL .2'1hGN0 pp t� �, \\\ �u 60�� 1n Sr / EXT'G GROUND K 1 / 2 �� l c4 Z r+• _ — �_ y, lye '� RX v �R` (D a7�cT•V.P.4c � / � _ ' /r' � � NSW PRIVATE CONTRACT v) C `•`'�� AG RgV BA7iCNT RETA /N /NG' WALL AO PERMITS SHEET 0 , ON CL Il /.4SE ( LL FO GL/RB Q G'UTTE/2 —_. - -_ g� max /.s'r CO/V6. L. V //EO &XIS7 ST 5TRUGTURAL SECT /Ow �R O L7W6. 6' -4. ON CITY OF ENCIN TAS 7 g _ 'vo, o /TGf/ C BE AAA MO�L7 sROVNO � ct z �,A9sB I AEP OF P W SHEETS �J U TYP. SECTION: RANCHO SANTA FE RD RS 454A TYP SECTION: 13TH STREET REZONE PERMIT NO. O IMPROVEMENT PLANS FOR , VICINITY MAP STA. 16 + 12.33 TO STA. 21+ 62.33 SCALE SPECIAL USE PERMIT NO. T p N O SCA LE NO SAL TENTATIVE MAP NO. 1 . P M. 87 008 FIRE DEPARTMENT SANITA I 3 10, OLNENHAIN MUNICIPAL WA DiQTRK? Off Y APMt0W0 CHANKS , BEN MARK A.C. FOR 1 WATER WORKS APPROVAL CALIF ORNIA COORDINATE INDEX 322 -1695 � Me. DncrHtlon Agro by O eN m _ DESCRIPTION: 00 =0073 CHIS. SO. TOP HDWL. MRKD. WITH STEEL AWp sd: ROMERT TAKEN. MI bTAARF. wk 3E STRUCTURAL SECTION .WILL BE DETERMINED AFTER R -VALUE TESTS ARE APPROVED BY LE ENGRING FN- POST Clty En0ln�sr z MINIMUM -4" A.C. -(3" 13TH STREET) OVER 6" CLASS ` �_ I/ A.B. - APPROVED BAY ' �q 4"nac -k APPROVED My : W 01NVn�., �ISTR .. CONSULTING ENUMER LOCATION: SW CAR. INT. EL CAMINO DEL NORTE 9 RCHO STAB M ( J /_�� F R. �Aris y / A RD. 23HW RCHO SANTA FE 8 60ff EL CAM/NO DEL NORTE CIL. W s { IR E MARSHALL p / t `�� 8 DATE (c) 5) DATE I ^ I� �q t 'Cl 15325 DATA: RECORO FROM: COUNTY OF SAN DIEGO unproveNwrt ELEVATION: 119.476 _D ATUM: U -S. C. B 6 -S. Pa it No. I ✓Al"014 FIE N0. CIS - 233 J SEWER NOTES: OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: GENERAL NOTES "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE SAN DIEGO STANDARD SPECIAL I. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS OF THE 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS DEPARTMENT OF PLAN SHEET 3 OF 6 SATISFIES THE REQUIREMENTS AS STATED IN THE PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT /0N, OL /VENHA /N MUNICIPAL WATER DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE PUBLIC WORKS FOR ANY WORK WITHIN THE STREET R /GHT -OF -WAY. FINAL NOTICE OF APPROVAL FOR T.P.M. 87 -008 AND THE STANDARDS ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE' AND THE FOLLOWING STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. FOR PRIVATE STREETS. SPECIAL PROVISIONS." 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTON OF DISTRICT'S INSPECTOR. ENCINITAS STANDARDS AND AS RECOMMENDED BY THE CITY ENGINEER 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE SHOWN. INSPECTOR'S SCHEDULING MUST BE 24 - 28 HOURS IN ADVANCE OF WORK. 2. PIPE AND BEDDING CONDITIONS. J. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, J. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE A. ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE. TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. B. V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX 4. INSTALL MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE 5 FEET FROM A SIDE LOT LINE. A 314" HIGH LETTER "W SHALL BE CHISELED IN CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL SERVICE CROSSINGS. CROSS GUTTER AND PAVING. ALFONS D. NEIS DATE 30 OR BETTER. R.C.E. 28846 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON C. P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE 314" CRUSHED ROCK. A.B.S. IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR HIGH OR LOW POINTS. SHOWN ON THESE PLANS HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE GREATER. PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. J. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER TO APPROVAL BY THE DISTRICT DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. IN ADVANCE TO ANY SHUTDOWN. SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S -17 PRE -CAST CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 6-INCH COLLECTOR SYSTEMS WITH H/GHLIN/NG, TEMPORARY SERVICES, ETC. PRIOR TO SHUTDOWNS. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATIONS INSPECTOR'S APPROVAL. 7. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON OF EXISTING FACILITIES. 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S S -13 AND S -14. THE PROLONGATIONS OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK REVIEWED FOR CLARITY 8. FIRE HYDRANTS, AS APPROVED BY THE COGNIZANT FIRE DISTRICT, ARE TO BE WITH COMPANY REPRESENTATIVES. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S-10, TYPE A. INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT CONSTRUCT 4' NOTICE.• ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT CONCRETE PAD, 3' SQUARE CENTERED ON HYDRANT. ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 24 -INCH MIN /MUM COVER. ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES 9. CONTRACTOR SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION CONTACT THE SAN DIEGO GAS do ELECTRIC COMPANY. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE OF INDUSTRIAL SAFETY (CAL OSHA) FOR ALL TRENCH WORK 5' AND GREATER IN ROBERT A. WARREN SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. DEPTH FOR FACILITIES TO BE CONSTRUCTED FOR, OR TO BE TURNED OVER TO THE 8. THE CONTRACTOR SHALL NOTIFY T7JE PACIFIC TELEPHONE COMPANY PRIOR TO CITY ENGINEER OLIVENHAIN MUNICIPAL WATER DISTRICT COPY OF PERMIT SHALL BE SUBMITTED STAR77NG WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT TO THE DISTRICT PRIOR TO START OF WORK. WITH COMPANY REPRESENTATIVES. ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY 10. REVISED STANDARD SPECIFICATION FOR STERILIZATION, SECTION C -1 TO READ ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. AS FOLLOWS: ".....A CHLORINE CONCENTRATION OF APPROXIMATELY 50 PPM OR CABLES AND APPURTENANCE, CONTACT PACIFIC TELEPHONE THAT WHICH WILL PROVIDE A MINIMUM RESIDUAL OF 25 PPM IN ALL PARTS OF THE COMPANY. TELEPHONE 1- 800 - 422 -4133 BY: 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 LINE AFTER 24 HOURS HAVE ELAPSED. DATE HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 9. IT SF BE THE S/ OF THE DEVELOPER CONTACT THE UTILITY 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DES /GN, I.E. LINE CROSSINGS, AGEN / S, ADVISE THEM THEM O O THE F THE OF IMPROVEMEN TS, AND BEAR THE COST 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR APER /OD LINE PARALLEL OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. ALL OF RELOCATIONS, IF NEEDED. OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND EXISTING OR PROPOSED UTILITIES CROSSING OR WITHIN 10 FEET OF PROPOSED SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES, CONTACT TELEPHONE 1- 800 - 422 -4133. WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN VALVE BOXES SHALL BE INTEGRAL CAST IRON LID AND FRAME ASSEMBLY 12. , TYPE WORKMANSHIP AND /OR MATER /ACS WITHIN THE ONE YEAR PERIOD FROM DATE OF GV -8, AS MANUFACTURED BY SOUTHBAY FOUNDRY OR ALHAMBRA FOUNDRY COMPANY, 11. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND LTD. IDENTIFICATION MARKING FOR LIDS PER DISTRICT DIRECTIVES. OUTSIDE THE AREAS TO BE PAVED. TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF ENCINITAS FOR ANY 13. INTERNAL FERROUS SURFACES OF ALL VALVES EXPOSED TO WATER SHALL HAVE A 12. THE CONTRACTOR SHALL NOTIFY THE O.M.W.D. PRIOR TO STARTING WORK NEAR EXCAVATION WITHIN EXISTING CITY STREETS CERTIFIED FACTORY APPLIED EPDXY COATING NOT LESS THAN 10 MIL THICK. COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL WATER MAINS AND SERVICES LATERALS WITHIN THIS 14. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF 14. UNLESS OTHERWISE SHOWN ON PLANS, ALL VALVES 12" AND SMALLER WITH STATIC PROJECT BOUNDARY ARE "UNDERGROUND INSTALLA7IONS". THE WORK. PRESSURES OFT 200 PSE OR LESS WILL BE AMERICAN - 80 CRS, KENNEDY KEN -SEAL FOR LOCATION OF WATER MAINS AND APPURTENANCES OR MUELLER RESILIENT SEAT GATE" VALVES OR DISTRICT APPROVED EQUAL. ALL CONTACT THE O.M.W.D. l5. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS THE VALVES 14" AND LARGER WITH STA77C PRESSURES LESS THAN 175 PSI WILL BE APPROPRIATE BUR /ED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE PRATT OR DRESSER BUTTERFLY VALVES OR DISTRICT APPROVED EQUAL. ALL OTHER 13. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE ENGINEER AND THE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS LOCATED /N VALVES SHALL BE DT APPROVED PLUG VALVES. ALL VALVES SHALL BE IN ACCORDANCE WITH O. M. CITY OF ENCINITAS PRIOR TO MAKING ANY CHANGES IN THE FIELD. PUBLIC RIGHT -OF -WAY. .M.W. W. D. SPECIFICATIONS. 14. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE 15. WATER SERVICES FOR ALL COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN SACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TD THE 16. CONTRACTOR SHALL SUBMIT FOR DISTRICT REVIEW, MANUFACTURER'S CATALOG COUNTY OF SAN DIEGO. CUT /SHOP DRAWINGS FOR ALL ITEMS OF WORK PRIOR TO INSTALLATION. 15. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES 17, CURVES FOR PVC WATER MAIN MAY BE ACHIEVED BY UNIFORM BENDING OF PIPE OR REGULATIONS. THE CONTRAC70R SHALL BE SOLELY RESPONSIBLE HEREON. OR THE USE OF STRAIGHT PIPE AND DEFLECTI0N TYPE COUPLINGS. 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EX /STING IMPROVEMENTS FROM DAMAGES THAT MAY BE CAUSED BY HIMSELF OR HIS INSTALLATION OF PVC PIPE SHALL CONFORM TO AWWA STANDARD C -900. SUBCONTRACTORS IN THE PERFORMANCE OF THE WORK. CORRECTION OF ANY THE MINIMUM RADIUS FOR 8 -INCH CURVE PIPE IS 200 FEET. DAMAGES CAUSED BY THE CONTRACTOR SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 17. STRUCTURAL STREET SECTION SHOWN ON THE CROSS SECTIONS ARE REQUIRED IF THE TOTAL ALLOWABLE DEFLECTION FOR STRAIGHT PIPE USING DEFLECTION TYPE NO DESIGN IS SUBMITTED FOR APPROVAL. ACTUAL STRUCTURAL STREET SECTIONS COUPLINGS SHALL NOT EXCEED 4 DEGREES PER COUPLING. WILL BE DETERMINED BY A QUALIFIED SOILS ENGINEER BASED ON "R" VALUE TESTS AND THE SPECIFIED TRAFFIC INDEX (TO IN ACCORDANCE WITH THE APPLICABLE BASED ON 10 -FOOT - LENGTHS, THE MINIMUM RADIUS FOR 8 -INCH PIPE USING CALIFORNIA DEPARTMENT OF TRANSPORTAT70NS(CAL- TR4NS) GUIDE LINES. DEFLECTION TYPE COUPLINGS WILL BE 145 FEET. BENDING OF PIPE WILL NOT ACTUAL STRUCTURAL SECT IONS SHALL BE NOTED ON THE AS- BUILT" PLANS. BE PERMITTED WHEN USING DEFLECTION TYPE COUPLINGS TO ACHIEiE CURVES. 18. WATER SYSTEM COMPLETION SHALL INCLUDE INSTALLATION OF H & C 437 METER BOX AT ALL CURBS STOPS OR DISTRICT APPROVED EQUAL. U Z �QROfESSlOy4� Z y ��4 o � S p DAP(�y F �c ir c3 Ne. 288 6 yN m W �2! Eq. 12 -31 -9� ; W ' CIVIk. �� (' � OF CAl \F� Z W PRIVATE CONTRACT Cl) S HEE T CITY OF ENCINITAS 0 Z DEPARTMENT OF PUBLIC WORKS S "EE�s IMPROVEMENT PLANS FOR 1 T. P. M. 87-008 zl_ 410- CITY APPROVED CHANGES BENCH MARK CALIFO COORDINATE INDEX 322-1695 No Description Approved by; Date y� DESCRIPTION 00 -0073 CHIS. SQ. TOP HOWL. MRKO. WITH S L Approved: ROBERT WARREN MQ" r o} wr: Q f� FN. POST Cigy, Enginasr Jr [ J 2 LOCATION SW COR. /NT EL CAMINO DEL NORTE 8 RCHO STA. FE BYZ C - �- [ R.C. 28 4 U) - o RD. 23N W RCHO SANTA FE a 60R EL CAM/NO DEL NORTE CI d /' `�.� W Z Y T1 �Ap W I-tG•� Permit No. M I R 2 RECORD FROM � UN OF SAN DIEGO w+w^ Improvement Z ELEVATION 119. 476 DATUM U.S C. Q G. S. Date - u O W d FILE N0. ✓N 88014 G5 -Z 3 3 N I I I 1 I c I ! ✓c. 1 Z }a 1 9a4fEY° / _ - is i I _ I y L I k I I I k r1� ' y ,�- •;, is �� ._ ,,�` �t �, •.� I - �I -..- C4 atyr. � 0 I - t f ' t , rn A0A4I` IR I , I r� 1 R �$ - 'SZ / /O' 143.79' 3 1 f I O,c L,URB OF 0 f j 0 , 1 O - I t I I p 0 ,pcF rsruv� _ 0 - i 0 !� I j 14 AL y b9 - — t I A I � i Mo TT - 1 i 22 21 20 19 I® 17 16 15 14 1 3 24Q Y. G. CURVE I L IME OA TA 41 VE' !�A r.� G , , _ /6.00 / GZ : - �. /s ,� A /BEAR /16 R 4 Al R L P. V. _ /24.06 2, /0 G -! 0 /000.00' 170.7V' C -47 14'9903 /00' ?5.86 scALE: G - Z C41RAR 0 /OZO. 00 174, ZO' C 74.53 52" /00' /30.72 4 t 35. 7% /69. Ag ' !3 STREET 77%40 3 # 0 C - /030.00' /75• °l /' C- 8 H '49'osIV 10 • �.5, a8 PiQ /✓ATE 8 OiPO - oR /✓E �� 1 a G- 4 GURB /47' 3'00" 35.00' °1b /8' �� r �8 40 �i�Ji/% �d G - 5 /t /47 38' OO" 2 4.62 5.00' 6' / \ C /O //'f9 09± //p ZB. �S h PROPERTY L /NE � ° (l e o °J b v //7. d5 h L -/ N 3% /7 9'5.60 ,�►� ( �res C -12 /5'//.%7 / /0' 29.71;' c \� t q PERM /Ss�QN TO RR.90G D ` b L -2 S 2°! 1 3 33 /O " E E 85.G0 . - /00' Z6aT /' 1 / �0� PER E R LT7�E\ H G7E0 1 /l _3-3 -67 --/ G -/4 /S' / /•'h" Oo' 73.86' `00 yI � � 0 PJ'tCP /S'I /✓. I n � �'� - Y�i�'J�/G'T � i� / / �°� v O�e?A /NA68 M SEWER EASE - I m pQ GJ �{T Z ENr ,� =Cy C 2 h 6� / "5 !� �� "mss * _ .35m€ r 3 - UT /L /TY 11 L A b �, G �p / L id p ✓� . RII JP qP'L v P��AW 57pa ZUWAV v I a � tM k WrAF AF G ,�� o / „o <; � Ra v�v�� a Q,o o IA �. 0 -A.. '{ 20itG9 - 11VSTALL T. GC Y FYX -E_ 7.-- AWr ` // I ST rVAA7E 51!61 PIrrR ✓ EJ 8r s o 4 � V 1.1 q � y m �. 'Cyr e R / 1 x (aP� sro owG o,5• -/d ' I 0 �)� � x G� O OC 1h z o y 20 t 5 74 - ¢ MA- w � con'creEr� ��.vc� �vrc�' 1 v t l� p a y \ \ /� V 0 ZB' cums n T ,e vLd TY. "-/" 7ld, oB iPEiY/b✓EO 0 � 1 Q h 2 4 p 1 0' ✓ x PER .4CG. STO oKoG' a -2 �U i. / 4 c� 39 20 /5 ' V. (' 7► / G' i Cla4B G TT�rR T PE'r.' AC' `r h �� . - Q /,� _...�'— ,\y —_ 'W �'r -- m W, I EX P.P. �N �� ,I A/2 %'39'10 W 14 382.24' JA I Z F — — - ts+A _ Sfyw cur 15 W= - -�' R9 - _ o Q OfESS /pyq/ r�MQ �� f r h ,=L AIV f� I V TE OR /ICE y �J ?Me. � 2 sCAL E 9946 y � t1 G — — O J N�= F• �N� r Q /Q�W 6 \ 6\ / ' =.401 1 l Z ( '.SEE SHEET 2 P°f7 A cvoRovAC- OF PR�Y4m Orr/VE) ! 11Z \O V �I 1 F m W EX/57. 3' PEN/ 42,4 .+ U % M OF CA �i � � �• + �� PRIVATE CONTRACT PE-- ML .JC.�AC 7b X 3T/KV T01aTNL"WQCEMENT I h 2 SH E T Y1aVL CITY OF FNCINITAS DEPARTMENT OF PUBLIC WORKS Ap �, � SnEE7S 'U 0 PLAN 8s PROFILE FOR STREET IMPROVEMENTS OF M L i4 N RANCHO SANTA FE ROAD 0" 1 • sc CITY APPPOVEU CHANGE BENCH M K CITY OF ENCINI.TAS. CALIFORNIA No. Oernpnon Approved by Date DE$CAI ►7101 i lr PC- 0073 cm, ' , r0/�0L M/►KD Iw/M '. A « y rn / m pp e.e o. approw ATXV4 FN Par LOCATION: � AVr K A�/ !. �� DIVISION C ENGINE N —�_- - C 1FwEr�GrrvEen b GRAPHIC SCALE IN FEET R ECORD FROM: le�/tawlW W LEVATION. �• OATUM: - 1�1Mf Mf.. ALf if L-A A L 11Y' FU NO. i 00014 C S- Z 3 3 1 I I I i r I 0. 3 LCI 4 r 3� y V / - OZ ® G 5 F 6. + OAF. 70' F. S. • X. •f/ L/ • 75' G5 4 + 3Q' Ag V's N �� • '. III I -. - -f �... � j : : .�._ a ��' � L/. '� .. :. � - —� __ I,,. I � , '[; 'i Q • I I I I t O R ►\ \ �� IAN I p 1h , f I »� g • 1 U } 11 -; $ is h �• 3 $ 3 tk r3 OIL I \ I 1814 � § 2 0 � � _i ICI F rye. ' • r 4 k fy i. 7 0 I 1 F 3 EX/ST. A.C. AWq&7 ,IOATA 9 Ir.l f r.w • /BS.7i - /5 , G1/i>E'AR /NO R 1 C_ / � EN! ' /IT•III • -� �p /O' 4' Q/ 76 30' 4ioAS c I all I U 11 I�f� 0 T.w :1•v ./o ® 4'. 0 " " 4� 09' F 9 � !� � � �" a � d ° � w. /ee. / �o S , r , 3 S ?2 °cb'75'e Sl y6' 2 9 1A -4 - 4 S-4 I IN , j' 10A 'S' A /47'3Id'oz" 15' c4.s2' F �, A *CTR QT /ON • !t4. if I I I I 5 '(4 "l // s i A � �- ENO- YEAr1Jlr/`/'� �I F��i�/S'Y /.� TC� G�i�iI.PJ. /_8 A1A TGt/ E y0' J " 4 I a • A. c. 8EA'A9 TYPE C am— 9P1c Z Ar-�E•�e awr•ArQ �� 4s- s -SE P!•GPbi T Q ,. I ^} / m O / /NSTAL.SLIASD /AtC NHLL i BrRAOIN6 PLAN) ZO Z4W"OWA V W .�t//.4¢ L i /NSrAZL srnpeerT W WI T �'!'� STO. O Qm - �� NM/eOJw 4 74 MOVE EX /ST .Il7rM _ /. ?� J T'tiJJJJ py • /M/W At S .e s v a nom. 4 G _ 4 TrE i OG A' RE RETA //V/NG' INAL L ��. s i r � r, "' PER SORSO C -2 o �iT Q / t fX �" + _o _ 'i IE I RI Ti — / \ �— / NEW A•C. PAVE/1')ENT R� ; / t CS LJ T6. N• / // �— (47C 4•A. C. ON C" CZ. Zr A.B. z/+ . — = �� SECT /4/V o c - C NO SCALE \ hP I ses Low -\ FUTU E AL /6 T� G XiIT WR Aeoccro cuA� swTiAe - ,, zso' T7MAAi/7�1Q/V - zf /S 1 v AwA► sro. arvi. 4. . �T.iL�-/ - � EX T. G�v v 6 � b ,� 4 ' ?'� 1q0 � �� 'b /Z' /2' o ` 3p OpRT IRZOMA7CN EX /5T /NG lk WATERS MEFC c v I 4 r 3A5.7 of 20' FYIVHFEIYEFffi N �s saes + arr� �` /2 "_'. -1�/Q TLVE COMA4CTA!d •; L j N o TY�! EGT.: SRADED ROAD G�, TRAN S /T /O N - N� - SGAGE z�� s9 N �, d�$lbprsa .� CONTI'NI�ATION V V' t. / .4.C. BERM 4 SEE S ET 3 S770. PIER /O' /O' <� \ �3 14 01419. G -5 W y �• 9i °� fil .� \ oPO ry G \ y z s W Agxr'G. CAtaIM/O 0 /o so ( (M) MEMO • 90 00 /ao 120 A9� T A 2 G1/ OA A7.8'TRA/Vi/TLQ[V G PRIVATE CONTRACT ,� � GRA /C SCALE /N FEET ap ' DATA OF �ag� C"Td BE �t�a�Ov1d0) Y� G2 - '57 50.X/' '3.2G' NCW PAV�rME/VT AW, � _! A!S!l•/�L"Aw ZVsT.t Y�E �aE`A N C /G• / - f'5G" Is-74 9.32' rM/N *A- C. / 4"C4 ..W A. 9.) SHEET CITY OF ENCINITAS y , T. /. - 3.0 4 DEPARTMENT OF PUBLIC WORKS s� Htfr s _J ,4 1,Vj Z7A74 _— I /. ' : TP'Tl/g' � 7 e \ Ea•E of GUTTER Q r - eatatea G -/ C — TYP. fQCT• : LARK fenW► LANE PLAN a PROFILE FOR STREET IMPROVEMENTS OF: [ so - 31'x. "E ca sa' /:a . - ' �,r. CZ Z • _ N � �a SCALE L -2 S T/ - 43' .W - Z �f Q/' /:z _ I th STREET " G{jRV6r OWT7F BACK of cuR9 T3 CEO P /.vim / �i I \ l C ITY I�rRO!11� BENCH MARK CITY OF ENCINITAS, CALIFORNIA IQ R . -,L- _ 1.0 6c(ICALYPTUS - C4" L/AIE No- Da7uyuon AprovN EY Dare C 37_ 8' "_ _ /Oo /00 -f - _ DESCRIPTION: 0' ODXV OWA SQ. ?W A .QWZ AWAW I VrW A Il.cerwm.n /er aprov N: Ap / DETA T.Ak& Aw _ IL ; TRANSIVON OF CURB 61 GUTTER �!!(' 4 p N LOCATION: S/Y � � /A'T lL C W5AV AW Q /�iVO SUI LI11 SUBDIVISION ENGINEER EIV6I b - FROM TYPE G , G -2 TO 6-4 FI AIR ?d AWW S.iMW /4E �i GM /M NOT TO SCALE IIECO 0 f C44W Y Ar Ar4w sNL10 ? Ynprovement � ELEVATION. • A P !-'N r DATUM. A E'e' Mwit Wt. —Wv e c E. x8844 T. _ W CL. FILE N0. i ✓W 6 C -233 w - ��/sM 66e41F -ate o ✓E,� r°.fPE - - _ __ __ - T I � J Q N V N '© p 4 y4� PAR 5 5ralc? M 101qA N cLEANg4/ 7 r x 4. Ny 35 "Z E 6. 24 ,CCP -w NAP /4 'FM0 ✓EO) 4' STALL ¢2.2 %L. P. 2 Ai O R. P � � EXT'15. COVC. �'Rd� �fOVt/ ' l J �f LE � � .� A ?. %O %� � � Q Q ®/ - PROFtL4� ; tN t�l -t ST i e 2 SCALE: h6k f 4U' VER. '1 + 8• Q ��; r: Vi / E Qk'4r1°, 9. f9. X' GVTTGl� xr fie. -c- X-aClr ER' OVER S.O. o ; f9 � � . 2 X70 Q_ x�+ New V p i I �ip:,T� �' -�/ �� 1 EXT�l. /(9 "IQG'•.f� _ �_' � - ey4,L'\1 tf k \ F 160 f �� J vow ��" �.Lv � x-3,j 3 /�`D�`# ,�sM c�R,+r/iv' C r � � PP0F•lL& : PAR /*Tr DRAINAGE LINE ' I (TO�ER�/rIO ✓�Q,� _;. 'fir o �_ � �r s� t '�"'I N R I 4 Or _ v im— F O p $© O 2 - 3� /4•�. x.15.57 a ' G � /41 G7. °lGF ^• E' /ST. GYJ/QB /NGE'T - J T - NO - V 140 • /0.71,4 v` do + / P K77AX . /5. W 11Ps Yar. • /7 /© 1 PROFIL S ., T I vRAIN � � _ DETA14 . STORM + DRAB L EA N .0 RAN SAN A F \ : C / 3+0 c7 ix /7 /o frs V /voT- : .s0, SLO R.SAV ~G; .0- !% a f O - /! FQR SCALE HOR. l = ER. l = B Av0 /T /oNgG NI�T�S" ANb 4� TA ✓L4 Qicb 72,5V {s - - 1Tiao • /7.50 5-A 22 21 20 19 18 /7 16 /5 14 13 120 sc4� J� I(/ CATCNQAt //V TYPE :T ` f1ER e /55.99. T. F = 1(9b. 9S /41F W �U *o oo¢PIF �V �4 T /5' PR /VATS ORA /N ° I 2 N y ANO 5EWER EA &EM V 0 6X /ST• 6U) W /1P6� 0 °� I V ti IQ ahl U J EX /ST. NCr10 WA1 4 17 x Lq % ij\ EXT'6. 24 ` gA11 F? 00 1� I V / �• � � � 1yn� ,�h Q k BRA //V EX /ST. 1,4 ".�C.P. STO/?M O.P4 /N �j M1 ry K 2 x LI v 1 Y � I O� k W .075 7 L.F. t1 R^tA /N�sEE'OP' /LEA ®OVEJ r / \ • 1c ` ` I 0 �I O C }�I �� 'W Ex /sT c~ wgT6RL /.VC / I k� ti �� b 1 c(/Y PLC 727 dE J't�MO VBO dY -2 c?67 4. 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Wi�TC1T - lB — —_ 1 11-- - -xT6 G G hR�/ y ��.� — W — 16 Wes d- OB %�1b7"iR + /OOO.00i E1/T /Bn 74 22 I �I.� G !'xT 6 'GGE G� PAVBA4,wV G � w � V REMO✓E ?S L.F u r e Z t lFOF�� 2 1A W � " f m k Z `° w PRIVATE CONTRACT U OGO n !t V 4 �V + �� SHEET T OF EN 4l9 Nl z DEPARTME D` G LNI WORK 0( ftl STORM DRAIN PLAN AND PROFILE FOR: s Q o h v STORM DRAIN DATA RANCHO SANTA FE ROAD d/aEACz/NG a c Ma TER�AG /s /zE CITY APPROVED CHANGES BENCH MA RK CITY OF ENCINITAS CALIFORNIA M M PLAN: STORM DRAIN - _ No. De¢npoon Approved by Date C2 og °oG' /?" /015.00' %i. 32' 34C," )W .C.P RANCHO SANTA FE ROAD D ESCRIPTION oc )o cF/ /s sCJ 7V/ 4VA PL MX M9 R*ComT.dgd f., 1pp.0.. - - - - � C3 06 /G" 460 se 48.00' 1i" /4. c. P. sTE6G FN RST. /_ / / _d/ SCALE : I = 40 SW C42R 7NT•EL CAM.AdO 004 A'ORTE O T VO '29f'/71 HERO �� SUBDIVISION ENGINEER I'. V ENGIIJ£ER N LOCATION. _ _ - -- W, ~A . S4 . YlAF AW f d;-0FT 8 " ^.trey /.t .Q iX AK"l7ni 4a � Z ' rr COUN7Y OF 3fiN D / E.QO EnrnN. 01 we•M: _ _ " - -- W W L/ Al 37`50'02' W B3. 25 3G �Z. C.P. RECORD FROM ~ Improvement Z Z Ls N 97 u/ 30.00 3G~ R. e. //O. use Z e. s. i +: NO. 8091 R ea o L3 N 4$' 09'28" E 41. 2'/' 24• A C. P. ELEVATION. DATUM AI.f —NS D. NETS R. c. E. 2ssa T.PN Al e W a. FILE N0. JN A8 , 04 CS -233 : I : , . I I { - - __ } l I , 1 EL CAMINO DEL NORTE CILe En oo . B ,r � . ._ � w�� a E { } - - - t 1= j v Il!#dE GF+7r+f�E �9 - r T + 4 At .. _ _ t P q : t t � , r .. I i i t , g t' v k } j { 4 I • ! • , I r � 'mot -a•�� - - - } h ' r r r 1. i I � it UdO 0,1 457 17 I P F G "/? v. G. -- I I 1IAYG �l �fY1G t - t j I � I � L : � /AIO'' Z , OA * � `' ' � i� L. . _ ' - -�/ .�$ t — r� - - i r f T 1 , c Z a� y� } w /f OA tl �7 L FI�� N + —r I I I 1 4 , , d; r I ►� i + 1T. 1: { 1 Vt Ed __ 1 OOL 2 00 3 +00 41 0 .20 � °° �� as - -� �'i 16+00 15+00 - 14+00 13 +00 12+00 //+00 10+00 9 +00 - (G,eA)°H GAL w FE Tat Q,1 \ \\ X195 O• \\ .SE WER L /MV= OATA = S •1 lJ C�L/RS'E ®EY1.Q /NG LAFMDTH .HATER /.4L 97 AP Q S . 52 ' /7 "E 900. 00' B" ' V. C. (fuouC) V �o CAUT /ON PA0X /MATS GOCAT /oN OF 037 ° 37'53 "E /45 . 33' e., P.V.C.(PU861C) O p• � J (G O� o � GAS L /NS. CONTRAGTO,Q �D YCR /Fr• .529' 33' /0 ",E 231 • 56' '5 P.V•C.(R(tt/G) Ilk G \ 'FF. / '& P. v C. (PU9UC) ' 6p / � �� O 0 e� C 5 60' z6 " W -41 O.l. P. �GR /VATE� k m Y' I< g O F / � s ° %j -'' °T< a 1. o �; lk i ^ N Q / ✓ /vr// / % /�/ � ''� �' t , o p�• 2 � h SD i o �s too �tALL T -�!A Our 3.17 R� V v !/� R Y% 3� �/ a / �' d NDUT P & ,; ORM �0 ORA �w / y , r /�j , Z \� 9 {I' 0 m tdK /N5rALL Ek / 5-3 RIM /G ss m c,C ? 5 \0;/ x 4/31^ Da•S.D. \ ,p1 0 / ALDER `✓' N O 40 �PAQ .SO 13V �O ODAPI�I� Z 37 - /Id5TALL . o T /q0-f F E� �� - �1 56 1 ER LATERAL PER I' S'M 1 ' o� S.D.R.B.D. s -/4. N 5 Z s LL SEI✓ER ap / / v' � �'/ ti y W 1 . ./�29" /A/SrA� 5 0. 5 1 �� / �' 4 Exµ. 12 -3:-9f * W /39.27 �, P►0 r / R 50 ( ✓/ g X42 /NSTALL o y AG / 9.50 � o / grE7�J ,�O G r � R j / �8� R �� q/VII �/t \y �' 7 ill OF CALIF Q � \ � e p 1A9 / / F // l /� E 4 SEW LATERAL PER d \� d adll " PV C ,, ('5E 5NE eR a L5 Q 'O NE 3NE�� 5_=i W / P ,a � ' �� i�' 0 1 Z 6t Ary` gEk/ Zw � / � U 1 EA`� r 2' 1A / S)� `3 / 5v (SEES r�� H 5 � � �N� G. Z'� p � �'� /� a PRIVATE CONTRACT 0 < � � str� c.o•' aToemf — R ti �\S�f S H E ET CITY OF ENCINITAS U — PAO • /7S 00 �` s s° Q,c P. �"\ B DEPARTMENT OF PUBLIC WORKS S HEETS c a, /NE . \ /G /� _ o G 13 r ►� �,�� SEWER PLAN A PROFILE FOR : 21 a -- o. T.P.M. 8 7 - 0 0 8 CITY APPROVED CHANGES BENCH MARK _ 5 ° �x�� A� � _ � ,. � 1 , ,�v Z NrA FE �` , ��.�� CALIFORNIA COORDINATE InDEx: 322-1695 "'^ —W �� Afr L //✓E CND OA EMeN n /4 No. DrYnauo� App.o"dur D.te 3E a) %VOTE: /A/STALL BAGfCWA7ER / F �� O O��X�'G' G /4 - ER ER SORSO5" DESCRIPTION OC-0073 CHIS.SQ. TOP HDWL. MRKD. WITH Recommends toropprovol. d" VA _ LvC— )=0, 2 PARGEG -�� $ /� 78 / � 1 �1' // 9 DER L/Pc so'! �a) i �+ _ �� M r 77. N. ND• STEEL FN. POST I, y 196 R`4G �D PLAN RD.23 FT. W. RCH tDCnTIDN. S.W.COR.INT. EL CAMINO DEL NORTE a RCHa STA.FE UBDIVISIDN ENGINEER TY ENGINEER W = O Q SANTA FE 0 SOFT. q nw o vwk W SCALE: I =40 RECORD FROM COUNTY OF SAN DIEGO n _ - - I m provemen t 8091 R = = _ 119.476 U.S.C. a G.S. ` SO ' D Permit No. CD � ELEVATION: OATUM. AL_ PASO D. NEIS R.C.E. 88846 T.P.M. 87-008 � L$�•�G 02 ^• B.G. W FILE N0. CS - 233