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1988-8340 R (Plans) GENERAL NOTES: / WORK TO BE DONE: 1. A PERMIT SHALL BE OBTAINED FROM THE C /Tr DEPARTMENT OF CITY OF ENCINITAS TRACT 87 - 006 /� IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH Tfr C/TYOF _ COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECI- EMC/ N/T ASSTANDARDSANDASAPPROVEDBYTHEMATER /ALSLABORATORY. FICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE \ / I J SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. \ I +� XWAR #AAWll EMENTS PER OL/VENNA /N M•W. D. JIBIrKATICAM 4. ALL UNDERGROUND UTILITIES W1 THIN THE STREET RIGHT -OF -WAY SHALL BE _ / I O Lwlm AND/OR SU A VARD APAIVASS. CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, �\ JrwrD4•* CURB, CROSS GUTTER AND PAVING. / A✓ I OC I IMPROVEMENTS STD. DWG. NO. 5. THE EXISTENCE AND LOCATION OF EX /STING UNDERGROUND FACILITIES 1 Z cT/oA 70 SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE �LISt ID w L I I THE PREPARATION OF SUBGRADE AND PAVING OF STREETS ....... r .' RECORDS. TO THE BEST OF OUR KNOWL EDGE, THERE ARE NO OTHER EXISTING I Fdf GY rF41G Se - W. , P 4 �W (SEE TYPICAL SECTION AND NOTES) FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR / .SEE.SyEr� 5 5 W ; I IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY r (� j _ _ TYPE "G" CURB i GUTTER .......................... G- 2........ EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH 1S NOT OF / EE 1 11 I RECORD NOT SHOWN ON THESE PLANS. _ �i T N 2 Q_L P.C.C. SIDEWALK .. ................. .I............. G -7 ........ : P .: •. e'•:.;.:! 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO ` �15E/� I W RAMP FOR CURB, GUTTER i SIDEWALK ................ G- 8........ �- CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 5.�' r Zt I CONCRETE CROSS GUTTER i RrfURN SEGMENT .......... G- 12....... 1 -+. u ► SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS / SD W p115 11lsl� \ F t I IF REVISIO ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EX /STING STREET SURVEY NoNSJID* IIT .......................... M 10..... / J S VBD S �pR FACILITIES. O \ STREET LIGHT..100 WATT L.P.S ....................E -1, E -2... O_� 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY ,� /d -k to PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL � %D V STREET SIGN .................................... . DS- 13...... f COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. �q0 .00 \ T\ NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE /' TN V.C. P. SEWER MAIN..... . :•. r ... ............................... __� "UNDERGROUND INSTALLATIONS " FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN \ n /.9 _ DIEGO GAS& ELECTRIC COMPANY. T11 IO SEWER MANHOLE .... ...........................S -1, S -2, S -3.. u �- TELEPHONE: 1-f800 -¢ZZ •¢/33 \ /t I O *P,V.C. WATER MAINS... CLASS 150......... Iy -- 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR 1 4 TO STARTING WORK NEAR COMPANY FAClL /T /fSANO SHALL COORDINATE HIS \ OR°rV SPICE /3 .4 /d r`GATE VALVE ASSEMBLY • . , . , , , , , "' ..........•.•..••.••••••••••.��- WORK WITH COMPANY REPRESENTATIVES. NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE \ EASEMENT VFIRE HYDRANT ASSEMBLY.. (RICH 550 OR EQUIVALENT) ............ "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND LET 2¢ APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. i� 17 R.C.P. STORM DRAIN . ............................... -' - -- TEL EPHONE. 1- 800422 -4133. {1 \ 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE d \ TYPE "B" CURE INLET ............................. D -2........ UTILITY AGENCIES, IF NEEDED. ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, n TYPE "A" CI,E11pOUT, , , , , , , , , , , • • , , , • , D- 9........ - �O . . . . . . . . . . . . - -- 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND SEWER SERVICE ................................... S- 13....... INSTAL LATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT *WATER SERVICE.. LMN/ELS CAL?LEY /S /ON - TEL EPHONE: / X6/9) ¢3K 1723 [328. 29 a " " ' • " ............ • .. ...... • . . 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON AI *MANUAL AIR RELEASE ASSEMBLY . ...:.................... ....... B'A' THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED KEY MAP _ W1 THIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED RIP RAP ENERGY DISSIPATOR ....................... D- 40...... ............... ......•............. .... TO THE CITY SCALE 1" 100' DRAINAGE DITCH D -75... 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE � rr REPLACED OUTSIDE THE AREAS TO BE PAVED. HEADWALL TYPE A ........ ..... D- 30. 13. STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE >f CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF BLOW -OFF ASSEMBLY ................... ................... . ... THE CITY OF ENCINITAS. f(JA/Eer LEGEND TO KEY MAP: * WATER*WATER SAMPLE POINT .......... ............................... 14. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE P SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL AA9/ANTA/NI9STAN SUBDIVISION BOUNDARY ....... ............................... DECLARATIO N OF RESPONSIBLE CHARGE: BE SOLELY RESPONSIBLE HEREON. EACYN ?AS w Y /[LASE rA,Al'W4Y LOT NUMBER ................ ............................... 23 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 15. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THIS THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION FIRE HYDRANT DESIGN OF THIS PROJECT AS DEFINED IN SECTION 5703 OF THE AND HE WILL ADHERE TO ALL PROVISZON3 OF THE STATE ' ..........• .••. •....•.•••••....••••.••••.•• BUSINESS AND PROFESSIONS CODE, AND THAT THE DSSI= IS CONSTRUCTION SAFETY ORDERS. A COPY OF SAID PERMIT STREET LIGHT ............... CONSISTENT WITH CURRENT STANDARDS. SHALL BE DELIVERED TO THE DISTRICT PRIOR TO CONSTRUCTION. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND == WATER MAIN ................. ............................... - -- f' Q AYL SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A 16. ALL ROCK SLOPE PROTECTION SHALL CONFORM TO SECTION 72, \h SEWER MAIN ................. ............................... _ REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF STATE OF CALIFORNIA SPECIFICATIONS DATED JANUARY 1975. b _ AME s /6M .. NY RESPONSIBILITIES FOR PROJECT DESIGN. ....... @OFESSIO 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To Y/C' /N /TY AMP STREET N -f- COQ N q! JEFFREY L. MITCHELL BE EX IMP ROVEMENT S HIS SUSUBCONTRACTORS S THAT THE T N SULE.' c c�� 'vQ �v L. M!,rcy�`(Fy� O'DAY CONSULTANTS (619) 944 -1010 E CAUSED BY HIMSELF 7750 -2H EL CAMINO REAL PERFORMANCE OF THE WORK. CORRECTION OF ANY DAMAGE cc No. 35134 CARLSBAD, CA. 92008 V) CAUSED BY THE CONTRACTOR OR HIS SUBCONTRACTOR SHALL BE / THE SOLE RESPONSIBILITY AND SOLE COST OF THE CONTRACTOR Ems' 4 .50.9! BY: y DATE: MANE • J , clw� �• R. C. E.3S134 ,vy 18. XETCHUIi ENGINEERING INC. , SOUS REPORT JJKE8757 DATED l9 j£ CF C'N1.����� JULY 24, 1997 SIGNED BY E.N. KETCHUM R.C.E. 26267 IS V) PART OF THE CONTRACT DOCUMENT AND MUST BE ADHERED TO IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO � IN COMPLETING THE WORK. THBSE PLANS. t\ 19. THE SUBDIVIDER SHALL SUBMIT PLANS AND SPECIFICATIONS 0 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A FOR IMPROVZMM OF PUBLIC STREETS, RIGHTS -OF -NAY, REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR DRAINAGE EASEMENTS, CULVERTS, DRAINAGE STRUCTURES AND 7 7 ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORMS 1' DRAINAGE CHANNELS TO THE COUNTY DEPARTMENT OF _l GO DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER /o TRANSPORTATION FOR APPROVAL. UNLESS SPECIFICALLY ; • ,LO' ?o• /o• Z COMPLETION OF THE IMPROV=MfTS. WAIVED HEREIN, SUCH PLANS AND SPECIFICATIONS SHALL 2.� A d PROVIDE FOR AND BE SUBJECT TO THE FOLLOWING CONDITIONS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT OF WAY WITHIN 60 A. CONSTRUCT A LIGHT SYSTEM CONFORMING TO CITY OF Z I -e DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE ENCINITAS STANDARDS AT, NO COST TO THE PUBLIC TYPE 6.7 '' ''' '' SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL SUBJECT TO THE FOLLOWING; AV/Nd / AGO. BASE PER NOTE 2 COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORT( B ER6 - CL. d A S, MIN.) ASSOCITED WITH THIS PROJECT OR UNDER NY CONTROL. 1. CUT -OFF LUMINAIRES SHALL BE INSTALLED WHICH TY� 6 7 ID A c av • c o ^AA r/ oAf WILL PROVE TRUE 994 CUT-OFF AND PREVENT CAI %LS41776e � OWNER / DEVELOPER: ar: A�+,' i Aker PROJECTION OF LIGHT ABOVE THE HORIZONTAL FROM TYPICAL STRE SECTION THE LOWEST POINT OF THE LAMP OR LIGHT ADEMESS: S W. `� AYF., cra Ro3� 6'Sco/vo /D•,cl 9 sesr OO EMITTING REFRACTOR OR DEVICE NO SCALE ASSESSOR'S PARCEL NUMBER: 257 -04 -21 � N 2. ALL FIXTURES SHALL USE AN AMBER CLEAR, LOW 1 PRESSURE SODIUM VAPOR LIGHT SOURCE. FE� II ✓/1 X Y) 3. NO MERCURY VAPOR, QUARTZ, METAL HALIDE OR OQROFESSION�/ ��o�FO ° - PRIVATE CONTRACT DIFFUSE COATED HIGH PRESSURE SODIUM LAMPS �� ? Y+ L ^a' ti. Fy C �y / Mvr `SR`•r s Z\ SHEE CITY Of 0CNVITAS t SHALL BE INSTALLED. ' (N . 3 13 a `• r" I DEPARTMENT DF PYKIC wMIKI cl� o tl A$ -BWLTS fm SEW49 A�Cf AS- A//LTS FAR Wi17ER FA �S , EXP. 9319.9/ � � fx� t5av t7 /AAPI'Il WMENT PLANS &V: S. SEE SHEET 2 FOR SEWER AND MATER NOTES. 3 -/- 7 clvl ��e ` r =1 ��r�' ME 5 /3/ /SID "M" L. A*7r#EYL a4w qrF of crw��� °e o vA f EMCIWAS TiPr�CT S7 -GAY a �Q�10FESSIOry SEWER AGENCY WATER AGENCY CITY APPROVED CHANGES BENCH MARK F#61NEER Cllow POR - AS - BVILTS J LEUCADIA Comy mriff LNSTR /CT OUVENA�r4 /N MAC /PA WOW &SMICT No Description Approved by Date N CONSULTANTS DESCRIPTION: WELL ANT F STREET E V < .3 /- !/ WATER WORAN APPROVAL APIROYED 4 r CIVIL ENGINEERING 7750 -2H EL CAMINO REAL, RANCHO LA COSTA REY L. M /TCNELL R.". 3513! OA PLANNING • PROCESSING CARLSBAD, CALIFORNIA 92008 Approved by:90YLE E7W61/NEERIN6 COAP rIOV LOCATION, 1Afrft '! rl0# Or EL CAMIAV REAL I /IL'411►/1Rf CITY EN&NEER f^ SURVEYING PHONE 619/9441010 OMY C0NS/XX7,4N7 (4/f) L71 -7700 APPROVED BY: � l �V dAa DiB friefb Ca1,u//finy En,IIM r &VD. c hecked by: E w W S\ elvi ! DESIGNED BY: ✓AMES LEAI74L�IrS DATE: ANEWS, OW / // 2 RECOND FROM: LpfrWTY /MC1Ai1R.t OF rA`\Fo��� GP.NICii� ~AA JOB No.: A AK�YYA.f S(A/TE DRAWN BY: SCALE: A S S/A11110V DATE: (/ it, It /O ✓ e0 -�/ � REIN /SEO STREET SfG7 �P� ELEVATION: AV w DATUM: ��� 8340-R PROJECT ENGR.: ,AW NICOLL A!- 1014 �J M S L E I�SDt DATE JAB N0. AND 'i!3 -BU /L7 " c E. 16/!� W FILE N0. I/5 8 I' I+ - 1 I SEWER 1VO'1'ES WATER NOTES SEWER LATERAL TABLE WATER SERVICE I 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY 1. Water works shall be constructed in accordance with the LOT INVERT DROP LENGTH CURB INV. ELEV. DEPTH STREET / SHEET SHEET WATER DISTRICT (L.C.W.D.) STANDARD SPECIFICATIONS. December, 1987 standards of the Olivenhain Municipal Water BELOW LOT NO. STREET STATION District. contractor shall have a co NO. 0 MAIN TO MAIN TO R ELEV. @ R P STATION NUMBER NO. 2. THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION py of the standard 248 1.50' 30 256.00 250.50 5.5' f/ +49 / 3 1 3 PRIOR TO ANY CONSTRUCTION. specifications on the job site at all times. ?48. 20 .73 O 257.03 251.53 111,99 / 3 2 3 11+94 2. No work may begin or proceed without direction of District's 3 240.55 /0.3/ -30 ?56..96 251.40 5.5 12-4.9.f / 3 3 1 -3 12X90 3. THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. Inspector. Inspector's scheduling must be 24 -48 hours in 4 ?59.28 11. 30 ?'14.63 29/./3 5.5 13+ / / .3 4 3 / " INSPECTOR PRIOR TO BACKFILLING OVER ANY SEWER 'Y'S. advance of work. 5 4.10. 15.35 30 ?52.31 246.81 5.5 I4 */7 / 3 5 3 /4 4. THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART 3. Where elevations and grades are not shown on the water main 6 ZZ .S9 15.65 30 0. 14 7 , 53 / 3 6 3 14 +28 OF THE SPECIFICATIONS. profile, top of pipe profile is 48- inches below center line 7 228. 7.73 30 2¢2.04 237 04 5. 5 15"43 / 3 7 3 15v-38 finish grade of street. 2 8.63 0 41. 2 e35.7? 5. / ts9 / 3 3 / "54 16 5. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF THE L.C.W.D. ENGINEER. 4. Install a minimum 1 -inch water service to each lot. Meter .2 3 9 3 1 JG ^ I6 to be located 5 -feet from a side lot line. A 3/4 -inch high /0 z?e433 7L.5 7 4L4 W' dJF z v.-70_ 1 ¢ 6. APPROVAL OF THIS PLAN BY L.C.W.D. DOES NOT CONSTITUTE A letter "W" shall be chiseled in top of existing curb or 11 39' AAA M � 1 ¢ REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND imprinted in new curb at all water service crossings. E RED 2 � 63 - 6 . 3 4->¢ �� � 12 4 � UTILITY, PIPE OR STRUCTURE WITHIN LIMITS OF THIS I 5. Manual air release shall be installed at all high points and PROJECT. /4 1-5� �0 / ¢ J " blow -offs at all low points in the water main profile. Fire _ I hydrants may be used in lieu of a manual air release or 1 ,S 62 2¢7,60 ?39: 13. 0 "/3 / /�S ¢ 14 -o00 I 7. ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST blow -off when located at or near high or low points. 16 231.5'9 .9 77 47 ?0790 242.30 / / 4 16 1 4 1¢ "33 METHOD AFTER CONSTRUCTION OF ALL OTHER UTILITIES AS J] 25 1.1 7 30 ?49.2 24.2 .5 13 • / / 4 /3 " 2f SPECIFIED IN THE L.C.W.D. SEWER SPECIFICATIONS. 6. Unless otherwise noted, connections to existing mains shall 19 23. 1.06 12.95 .30 250.11 244.6! .5 /3 ,0 13 / ¢ 16 4 /3 1' ! 24 � be made dry. The time and duration of any shutdowns of 8. CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF existing mains shall be subject to a 19 23 0.S 15• 6 .30 ?f2.55 Z4 7.05 5 6 .5 1 2y , 17 / ¢ 1 /2 BEGINNING WORK SO THAT INSPECTION CAN BE PROVIDED. J ap proval by the District. District shall be notified two weeks minimum in advance of 20 230.50 15.3 30 272..s3 - Y T 3.5 I? Y , 40 t / Q D ! / "y0 1 any shutdown. 234.43 /Ir 0 2 S9 249.09 5.5 * / / /3 "L7 1 9. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A Z2 ?39.5/ 11.09 0 256.70 25/•20 5.5 /3rOB / 3 3 J3 *09 48 INCH MINIMUM COVER. ALL LATERALS SHALL BE 7. Contractor shall coordinate with District all arrangements 23 ?3?. 1 3.46 _77 -- 25 7.25 25/.75 .S. /2 > O.S / 3 .3 /2 0 CONSTRUCTED CLEAR OF DRIVEWAYS. for high - lining temporary services, etc., prior to 10. ALL LOTS SHALL BE SERVED BY A 4 INCH V.C.P. LATERAL SET shutdowns. AT A MINIMUM GRADE OF 2.0% WITH A MINIMUM DROP OF 8. Line valves, where required, at street intersections shall 0.3 FEET, AND AN INVERT DEPTH OF 5.5 FEET BELOW TOP OF be located on the prolongation of the street right -of -way CURB AT PROPERTY LINE, UNLESS OTHERWISE APPROVED BY whenever possible. 8 L.C.W.D. 9. Fire hy drants, as a 10 Z28.7-9 90 •66 238.00 \ y a by the appropriate Fire District, il. STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER are to be installed at locations specified by the Fire A 1/ 230.14 6.36 252.29 237.0 79 9 f 70 4 CONSTRUCTION ARE AVAILABLE AT THE DISTRICT OFFICE. District. f2 6.35 30 252727 237 Uo - 7377 - 1 / / 4 12. ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT 10. Contractor shall review all proposed trench work with OSHA. f3 23116 3• Z4 30 249.46 235.60 /4.46 + 4 permit, if required THE EXPENSE OF THE CONTRACTOR. A copy of exemption letter or trenchin /4 231•!7 3.23 30 2 A 235.00 /4.40 3 +3 / 4 I , 13. JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE shall be submitted to the District prior to construction. PERMISSION OF THE DISTRICT. 11. All existing facilities which may affect final design, i.e., line crossings, line paralleling, or proposed connections 14. ALL PIPES SHALL HAVE 4 INCH MIN. CRUSHED ROCK BEDDING, shall be field verified. All existing or proposed utility SHOWN ON L.C.W.D. STANDARD DRAWING S -12. crossings, or utilities within 10 -feet of proposed water mains, shall be shown on improvement plans. 15. .INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 12. All water services for irrigation, and commercial or 16. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS industrial developments shall have an approved backflow SHALL BE SUBMITTED TO THE ENGINEER OF WORK AND THE prevention device on customer's side of water meter. DISTRICT ENGINEER BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS 13. The water system shall be pressure tested in accordance with DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON- the procedures in the standard specifications. The class of SITE EARTHWORK SPECIFICATIONS AND DISTRICT pipe shall be used as the designated working pressure for SPECIFICATIONS. testing all pipe, valves (closed) and Appurtenances. Butterfly valves shall be drip -tight at 200 psi minimum. 17. SEWER LATERAL TABLE ON SHEET NO. 2. 14. Contractor to tie off all valve locations and provide j 18. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION written dimensions to , inspector immediately upon 6205 BY SUBMITTING A DETAILED PLAN SHOWING THE DESIGN installation valves. OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK PROTECTION FROM THE HAZARD OF CAVING 15. The submission and approval of all submittals as required by GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES the Standard Specifications is to be accomplished prior to OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN the preconstruction meeting with the District's inspector. MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. I V 4 ((( I t I "V I I 1 I I i K I L N V oQ Rpf ES Sl pryq� any a�oe. F PRIVATE CONTRACT Q� L Mf .4 M ir y� CITY OF ENCINITAS ��,, t� s PERMITS sH E 0 w 'a c s Z DEPARTMENT OF PUBLIC WORKS v No. 3b134 SHEETS a= No. � `✓' c = `� � REZONE PERMIT NO. 6xP. 9.30.9/ EXP 1.30 4 � {7 A$- BU /LTS fAR �N�R AAI� {r �7 AC.,wJ W 771E /flPAVvE/IENT Of crvl CIVIL � OF CAUF� ° A+TE 5/30W � OF EA��E� G RADING SP ECIAL USE PERMIT NO. /� PERMIT NO. 4XIAI ,4 c rf4CT NO. 6 tJ SEWER AGENCY C/TY APPROVED CHANGES BENCH MARK W �` Z'N4/WEER QF /WORK FDA i95- ROILTS " V/ J Nu. DeKripnun Approved by Date \ Cr/l� CONSULTANTS DESCRIPTION: WELL M10NUMENT e STREET £ �_ CIVIL ENGINEERING 7750 -2H EL CAMINO REAL, RANCHO LA COSTA [APPROVED: ✓EffREY L. MITCHELL R4E. Jd/34 DATE PLANNING • PROCESSING CARLSBAD, CALIFORNIA 92 LOCATION: IWTE/faEC74V OF EL CAA/ /MO M4 i C ITY EN6/NEER DATE SURVEYING PHONE 619/941010 DAY CON�uLTi4NTS 16�f) f3/ -7700 APPROVED BY: �AS " DESIGNED BY: ✓ LEAT/AE/fS DATE: AWEAASER � /e.J� APPROVED BY: O +L� EMC/N /TA3 BLVD. 7220 i9I�£N /q9 EMC /NAS SU /TE 20 P N. DROWN - RS BU/LT iPl�7A' mw,_ r.WL,,Q '` 5f E"r•�... « c�.ew.a e C�IRGSl3N0, G. Y2oo9 DRAWN BY: SCALE: DATE: $/3 //SIB RECORD FROM: ZO- 7T0 /~'KriKOS ` ca ca W PROJECT ENGR.: - M/TC//ELL JOB NO 00 1014 DATE: DATUM: �,�//�► = = ELEVATION: P2l�. 791D AL S. L. Avow °.eIMU: a3TV' A 1 0 5-MITCHELL R. c. E. 351 = = W d FILE N0. J Zis , • 88 -l01¢ _ 1 i C!!.1'B, GUTT R, �/64°i(c�fLK' •f PAt�A•1(EiVF ! dAld? 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BEA�P /N6 A JS LENG7xl °�;.• - UNOERa".f #,0 UT /L /T /ES TO 4C 4fR /FIFO N20 0 03'20 N .0 Oft t AM ' \� /N F /ELD BYCcWT,pAC70R N20 237.47' 8'ifER PI�C • J / Q 20' - /9" C. P., L /NE A 4 � r, i -� -, _ �. N 20 °03' 20"N /80.77 8 " Pl/C 0.6'No. 3 �P /� PAP O1 /- Z c�.. W10.6'OPT 3 N _ ; CEP O 4= /4 ° 53' 49" 200.00' 52.00 ' 6' PAC s F/L TER & ANKET wall - Pl"f ST ivE P / D. WG• 0-40 7 6 \ \ 1 � �j o �y 2 8 // t l� m o h URB AT o PER WING TYPE HEADWALL r - - y 9 EX /ST. MN A STO. DWG. D - 1 �� t } }{ �� / - /3 v / J /� o ~� No. /3 NO• d AP REAR /NG .tAO /US LEN67x/ ,QE/yA�PC�S Np Q OQ QEq,P /tiK RAD /US LENG7f/ R at pl 1I II 1 1 h ^ �►I p V O l� _ i EMA.PA,5 15' DRAINAGE EASEMENT I +' 3 0 0 W h �` \ V " < <; �� 3 ,, yj h h 2 ,�Oc v 1 6 N20'03 20W 82.80 G "TYPE'G'C &G 1 NS° 11'24 "W PER FINAL MAP 77.67 6 "TYPL`'(i'C �G. n c n 4 v O SFE S/��G T¢ }� O Q A O �i H � p M �' y c`'!'�S? 1 } A D �u �' ? 7 N e0 °03'20 "W (77.91 " ( Nr 160.00 4 o PLACE �' +, ° y Q E,f jp fN ? Jd = /•f - 51 ' 5G 220.00 59.67 � CJ��TT N H ti b (4r d =/4'51 '5 >\ �G 8 Co" Co. 70 N 20° 03'20 " " 3 N 4 ?S.SO' I ,� /y` `hv 9 '24 " N 70.14 4 ° 00' 170 37'23" 40 66' LEFT �o � Z \ ° O � Q d _244 ..78 •• " Q t Q STREET CiGNT N5°1f - c � h �` �, I, to 5 d : 64 °37'23" JO, 00' 33.84 " � 16 + 3 1.76 In v PRIVATE CONTRACT «` PLAN �.ST.9RFLW ER ROAD CITY OF ENCINITAS �i� �� �j � �bl b \ c�2�� ��mlr�glFy SHEET O SCALE - I "S � �lr C� 0 \ �,` W ;� y� DEPARTMENT OF PUBLIC WORKS SHEETS b �� \�+` No. 3 513 4 °° /jyP.POYE• PLANS FGP 9.90 NOTE: CONMACM? TO FIELD VERIFY L0C'ATICW5 d ELEVATIONS ENC /NE£R O/`' MORK FOR "i9S- LAY! /LTS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCT /ON. ANY clVl D 15CREFANC1E5 SHALL 8E• BROUGHT QROFESSIOryq ? - / -�� b � FOQ� STARFLDIdE•P .POAD Qo ME ENGINEER OF WORK. JEFFR �0 E Y G. M TCHE /G L R.44 35/•3 4 Di9 TE , CITY APPROVED CHANGES BENCH MARK. F F y O DAY CONSULTANTS C6/9) 93/ - 7700 ENC /N/T.IS TRACT NO. B7 OOG 4 No. w. DeKnpuon Approad e� 0•I` l4/ELL NLiNUMENT STREET �' "K ' 7220 AMEN /DA ENWIVAS SG7E 209 CONSULTANTS DESCRVTIDN: ¢: N o. 3 5 •, 3 4 z CIVIL ENGINEERING 7750.4H EL CAMINO REAL, RANCHO LA COSTA APPROVED: `• �P R3a f/ GAAl5a,9O, CA. 9 PLANNING• PROCESSING CARLSBAD, CALIFORNIA 920H to {} {? °AS - AS ' s_2/_W LOCATION: /NTERSECTit9N Ole EL CAM /NO C/ /N ER �PE.�L ¢ SURVEYING PHONE 61!,%4.1010 � 2c /«i'' ENC /N1TAS BLVD. E L++ _ s As -QUars FOR SEWER OIVGf npn•• c Lai DESIGNED BY: ✓R LEAT,yE.PS DATE: IWW' fe- / /IS REY /S /ANS 5/3//9!7 RECOR FROM: COUNTI' RECOCOS p = W OF CA��E�Q 7C DRAWN BY: AL�A'VhW SCALE: / "'9D' 8 0 - � = -- - - 0� /G 5�3/ID ✓.L. M/71"//ELL �'/O/� ELEVATION: 4990,7 0 DATUM.. M. S. L. W CD PROJECT ENGR.: JOB NO.: LdCATED SEIYI�R G14T. 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