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1205 STRUCTURAL SECTIONS WORK TO BE DONE: GENERAL NOTES: COUNTY OF SAN DIEGO TRACT NO. 4384 LANOQUILAN0OU1 3 "A-C. "DGB$SE /9 "NATIVE SUBGRADE IMPROVEMENTS CONSIST THE FOLLOWING WORK T B 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF STQq. 2 "q.C./ 4" " " /6,# " DONE ACCORDING TO THESE E PLANS; THE CURRENT SAN DIEGO PUBL IC WORK FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. ENCINITAS ESTATES UNIT NO■ TAE N LN. Z ' C. /0 / (o C ENGINEER DEPARTMENT STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO � " STREETS AND STANDARD REFERENCE DRAWINGS. COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. W.9TER rVRRV1 PER 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE • OLIVEHAIN MUNICIPAL WATER DISTRICT STANDARD DRAWINGS APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A 10R SPECIFICATIONS. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING L EGEND FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF THE GRADING OF STREETS (SEE TYPICAL CROSS SECTION) ------- - - - - -- RECORD OR NOT SHOWN ON THESE PLANS. , n ,, -` r I r 1 1 - 11 PAVING OF STREETS ------- - - - - -- rv . ti:; t. ^, � n�; - � - �� n THE PREPARATION OF SUBGRADE AND Y WORK TO BE ' V !YI t,F' ,v... i , ;`r 51EWERCO. h 2 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET B Y e - �� (SEE TYPICAL SECTION AND NOTES) PRIOR TO DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS W KEY MAP LEGEND CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY ° v I� �j' I 7 3 * THE CONSTRUCTION OF TYPE "G" CURB & GUTTER --- - - - - -- ------ -- G -2 - --- - - - - -- EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES I 11 W AN OU ST RI - -� 9UB0 /1 /ON BORY SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS lt" / ✓ 0' c- /b -- - -- ------- - - - - - -- oo v _ y 3 _ THE CONSTRUCTION OF P.C.C. .-- C - I -- - -- -- IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING QLOC/t' °'I MH�I µi 9 �� NUMBER SIDEWALK L B AC . F.H. tl. �_ I w 92-4/ 30 29 219 e7 �0 L •--� F -- ------------------------------- .H. F /RE HYDRANT THE CON51'RUC1'ION OF URB ,GUTTER ¢ .siDE!✓A[ t FOfZ fYHEELCf /v RAMP Nd B - -- -- -- FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY -N- _ _� P-- C4LTQgNS PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL SCALE = 200 �� w s - ---r B A.CP THE CONSTRUCTION OF DRIVEWAY a :.: •• COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. .5 J F LU I G - 14,G- 15,G -16 �y " = WATER L /NE :; 33� 35 X16 I L _ ` 8 �� r ------------- - - - - -- ❑ yy _ NOTICE. ELECTRICAL AND GAS SERVICES W THIS PROJECT ARE ,^ /6 34 ¢ ♦$L STREET �GHT THE INSTALLATION OF STREET EIGHTY /L � ) - - - - -- - E- 1 2 - - - - -- ) • 1� "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL -- _ � � � ! �� / ( 90W /Bo W CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN EAC/N/T.RS SL AC !� I DIEGO GAS & ELECTRIC COMPANY. TELEPHONE: 1-3a 422 4/33 48z 1 FH.38 Q 1 `'- 17 LOT NUMBER THE INSTALLATION OF STREET SIGN ------ ------ - ` ------ --- - - - -- DS -13 -- - - - - -- " O - Z 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR L IW J1� ��5 F, O3 SHEET NUMBER ee. THE CONSTRUCTION OF P.V.C. SEWER MAIN - TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HI S I I J WORK WITH COMPANY REPRESENTATIVES. W 2 ��ECr 2 -'- I V � � L 2/ � � �6 �`� � SHEET LAYOUT THE CONS^RUCTION OF SEWER MANHOLE ----------------------------- NOTICE: 7 ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE V S+�rE p "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND I _ I 4 1 4/ APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. I L . + • THE CONSTRUCTION of ASBESTOS CEMENT WATER MAINS, CLASS 150 ____ TELEPHONE: 298- 0595. • 7� 3 1, 8 E AYEN /GI AE LAS AVENIDA DE LAS • THE CONSTRUCTION OF BUTTERFLY VALVE ASSEMBLY --- - - - - -- 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE ACeZAO ADELSA% 5 - L TAEGAN LANE " _� t �5 UTILITY AGENCIES, ADVISE THEM OF THE PROPOS I MPROVEMENTS, AND F-H. •THE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY I _STREET LIGHT NOTES ----'---------- - -- q " y - eRrC `D BEAR THE COST OF RELOCATIONS, IF NEEDED. V ICINITY MAP � - J�OAGP (RICH 550 OR EQUIVALENT) A - '; � 6A EC. 1't 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND T i L L IfIh1 r A ' iv" INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT NO SCALE Ay `' s �i(J ;. ! r?.`r rl +. CONSTRUCT A PUBLIC STREET LIGHT SYSTEM CONFORMING THE CONSTRUCTION OF CURB OUTLET- TY /EA ------- - -- - -- D - PS - � f7Oi 4749 SAN DIEGO COUNTY STANDARDS AT NO COST TO THE PUBLIC C TELEPHONE: 746 6&6 I SUBJECT TO THE FOLLOWING: :THE THE CONSTRUCTION OF CAP ASSEMBLY ----------- ---- ---- -- -- - -- 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON ___ THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED KEY MAP ' . C UT-OFF' TRUE 90- DE SHALL BE INSTAL CUTOFF AND PREVENT LED WHICH WILL - CONSTRUCTION OF WATER SERVICE -------------- ------ -- ------ -- - - - - -- -� WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED PROVIDE TRUE 9P DE TOTHECOUNTYOFSANDIEGO. SCALE�I••�� TZON OF LIGHT ABOVE THE HORIZONTAL FROM TH 'LOWE �® THE CONSTRUCTION OF 4" P.V.C. SEWER LATERALS ----------- - - - - -- POINT OF THE LAMP OR LIGHT EMITTING REFRACTOR OR (SEE SEWER NOTES) 12). STREET IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED ACCORDING SEWER NOTES DEVICE. •THE CONSTRUCTION OF MANUAI. AIR RELEASE ASSEMBLY --------- - - - - -- 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE LEUCADIA COUNTY WATER TO THE STANDARD SPECIFICATIONS OF THE COUNTY OF SAN DIEGO, AND THE M SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS. 2 ALL FIXTURES SHALL USE A CLEAR, Low PRESSURE ----- - - - - -- . DISTRICT (L.C.W.D.) STANDARD. SPECIFICATION. SODIUM VAPOR LIGHT SOURCE. *THE CONSTRUCTION OP A.C. X A.C. X FLANGE TEE W/ --------- - - - - -- 13). NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE HEREON. 2) THE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY 140 MERCURY VAPOR, QUARTZ, METAL HALIDE OR DIFFUSE FLANGE VALVE CONSTRUCTION. COATED LOW PRESSURE SODIUM LAMPS SHALL BE INSTAL- *THE CONSTRUCTION OF ALL A.C. TEE ------------------------------ 14). THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF T LED. F INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND HE WILL ADHERE TO ALL 3). THE CONTRACTOR MUST SECURE APPROVAL FROM THE L.C.W.D. INSPECTOR PRIOR / TO BACKFILL OVER ANY SEWER ' Y' S . 3 J H. IN3T4LL R /�BOP)5 /!sN �30�x30 X 0.063 hYUM.)_ PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. A COPY OF SAID ' PERMIT SHALL BE DELIVERED 'TO THE DISTRICT PRIOR TO CONSTRUCTION. 4) . THE DRAWINGS AND THE DATA HEREON ARE HEREBY MADE A PART OF THE SPECI- INSTALL W53(NOTATf 6`W. .23eAF -5) --- ---- =X - ---- rrvE 9.MrET F ICAT I ON S . R/{'{/ 7 I /P /DV THE CONSTRUCT /ON OF 6 :q C. BERM (G- 5) _ 52 1 THE COI/3TRUCT /ON OF CUPS //VLET C'/ D-3.1 15). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING IMPROVEMENTS FROM DAMAGES THAT MAY BE CAUSED BY HIMSELF OR HIS 5). NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF /IC•o L.C.W.D. ENGINEER . 1 1 � / B8 e. L e6 BB / SUBCONTRACTORS IN THE PERFORMANCE OF THE WORKS. CORRECTION OF ANY TflE CONSTRUCT /ON OF /B RCP STQQM DRA //V9 �^ r DAMAGE CAUSED BY THE CONTRACTOR OR HIS SUBCONTRACTOR SHALL BE THE SOLE NCE OF ANY UNDERGROUND UTILITY, PIPS NOT CONSTITUTE A REPRESENTATION �i2 u, 7 / r RESPONSIBILITY AND SALE COST OF THE CONTRACTOR ALONE. , OR THE EXISTENCE OR NON- EXIST- 50 �0 /6 /8 /6 /8 5O -- -� -- -- 6). APPROVAL OF THIS PLAN BY L.C.W.D. DOE _ - - - - AS TO THE ACCURACY OF THE LOCATION OF llti /� LlM /TS OF DEM4L ----- - - - - -- E E, OR STRUCTURE WITHIN THE LIMITS / 16). NO PAVING SHALL BE DONE UNTIL ALL EXISTING POWER POLES ARE REMOVED OF THIS PROJECT. OUTSIDE THE AREAS TO BE PAVED. 7) ALL LATERALS AND MAINS SHALL BE TESTED BY AIR TEST METHOD AFTER CON- \ I „ •� F ' I- y l7�. THE CcW6T2UCT/oN of ONE RC.C. Sro;W,9AQO D5elyew9 YVE2 LOT LOCAT /ON TO SE STRUCTION OF ALL OTHER UTILITIES AS SPECIFIED IN L.C.W.D. SEWER SPEC 4 S /VENAL :_ 4" PL'C. $ /GL�WALK zWre,e1w11vED /N Tf/Gr F/SGD BY T//E E/V6 /NEE.e r7FfYO.eK• 1 .z` 5cc¢FA'e /N4 FICATIONS. a STRUCT!/E'�GtL SECT /QA/ SEE E " P.CC. CURB e GUTTER 0. f' Dle1 y0f✓✓V yTOEXTL °iVDf,BOMe.'I"70P.flAJ*erX41%E. &SW SrVVPACV V^495- 8) CONTRACTOR SHALL NOTIFY L.C.W.D. 48 HOURS IN ADVANCE OF BEGINNING WORK E PC.0 C(/RB G(ITTER GENERgL/VOTES N -'Z 6/4b/ WATER. NOTES SO THAT INSPECTION CAN BE PROVIDED. AS BUILT 1. Water work3 shall e cons uc r ion in accordance with the Standards 9). ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH A 48 -INCH MINIMUM e ST. L77 � TYPICAL SECTION SEWER & WATER ONLY � of the Olivenhain Municipal Water District. Contractor shall have COVER. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 3 / 7' NO SCALE /� a copy of the standard Specifications on the job site at all times. 10). ALL LOTS SHALL BE SERVED BY 4 -INCH P.V.C. LATERALS SET AT A MINIMUM Q� / g awi�s 2. Where elevations and grades are not shown on the water main profile GRADE OF 2.0% WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT DEPTH 42'R AT PROPERTY LINE W 42'FIJTUQE P TOM T. PANTICH R.C.E. 26 0 DATE top of pipe profile is 48- inches below center line finish grade of OF 6 -FEET BELOW TOP OF CURB , UNLESS OTHERWISE street. APPROVED BY L.C.W.D. 3. Install a minimum 1 -inch water service to each lot. No M67ER SHA/1 /HEREBY AGREE TO COMMENCE WORK IN ANY IMPROVEMENTS tocATFv /�v PR'/YEWS+Y AREA'S. A 3/4" high letter -W shall be 11). STANDARD SPECIFICATIONS OF L.C.W.D. FOR SEWER CONSTRUCTION ARE AVAIL- i t SHOWN ON THESE PLANS WITHIN EX /STING COUNTY RIGHT-OF- chiseled in top of existing curb or imprinted in new curb at all ABLE AT THE DISTRICT OFFICE. III I 34' I FUTURE IMPROVEMENT WAY WITHIN 60 DAYS AFTER /SSUANCEOF THE CONSTRUCTION . ALL CONCRETE TESTING REQUIRED BY THE DISTRICT WILL BE AT THE EXPENSE 510 50 94' $(/BD /U /S /ON PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY water service crossings. 12) . Manual air release shall be installed at all high points in the OF THE CONTRACTOR. B OUNDARY No. D ESCRIPTION. MUNICIPAL WATER DISTRICT APPROVED CHANGES NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE 4 water main profile. � � 6F- C -$f .� 42• N0. DESCRIPTION. APPROVED BY DATE AND INDEPENDENT ANY OTH R WORK ASSOCIATED WITH 5. Unless otherwise noted, connections to existing mains shall be made 13) . JOB MIXING OF CONCRETE WILL NOT BE ALLOWED WITHOUT THE PERMISSION OF \\ Z� O6. �� '• PROJECTOR ER d7 CO ROE. dry. the time and duration of any shut downs of existing mains shall THE DISTRICT. • 2 �f be made subject to approval by the District. 14) ,C o 1 REVISED WATER MAIN LQCATION IN -7v /2 /0 B . ALL PIPES SHALL HAVE A 4 -INCH (MIN.) CRUSHED ROCK BEDDING SHOWN ON I '.�� " .. TAEGAN LANE OWNER: ... _ - -�-� J � �^ _ , .(i CONSTR CT /ON CO. dF SAND /E60 T /TL 6. A.C. by A.C. on line valves where required at street intersections L.C.W.D. STANDARD DRAWING S -12. S7e41CTURlJL SECT /ON -,5 ADDRESS ��OaRUNDRIVE SIB /TE 4 ,MCC shall be located on the prolongation of the street right -of -way when- $b GVAL✓r ` 15) . INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS. 6ENfRAL N D /EGO CA 92/2 OTES N *Z SAN, . ever possible. � 7. Fire hydrants, as approved by the cognizant Fire District, are to 16) . WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED 6 �U /'9 f, rUTTER be installed at locations specified by the Fire District. TO THE ENGINEER OF WORK AND THE DISTRICT ENGINEER BY A QUALIFIED SOILS LEUCADIA COUNTY WATLH DISTRICT APPROVED CHANGES ASSESSOR'S BOOK PAGE PARCEL PA/pC 8. Con rectors shall acquire a trenching permit from the California ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED TYPICAL SECTION N0. DESCRIPTION . - APPROVED aY DATE 259 4bb °36 ` Division of Industrial Safety for all trench work where facilities BY THE SOILS ENGINEER IN ACCORDANCE WITH ON -SITE EARTHWORK SPECIFICA- over to the Olivenhain A TwCN J are to be construct=_ for or to be turned TIONS AND DISTRICT SPECIFICATIONS. i. REVISED SEWER M.H. NUMBERING h Municipal Water District. Copy of permit shall be submitted to the ND SCALE y2 ll District prior to start of work. 17). SEWER LATERAL TABLE IS ON SHEET NO..?. •- Sterilizatio 9. Revised Standard Specification fon, Section C -1 to 18) THE CONTRACTOR read as follows: a chlorine concentratio n SHALL CONFORM TO LABOR.CODE SECTION 6205 BY SUBMITTING "AS BUILT' PRIVATE CONTRACT n of approximately 50 A DETAILED PLAN SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK PROTECTION FROM THE HAZARD OF ppm or that which will provide a minimum residual of 25 ppm in all v P ERMIT S parts of the line after 24 hours have elapsed." CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR TYPICAL STREET SECTIONS SHEET P OIiNTYOF SAN DIEGO I J 10. All existing facilities which may affect final design, i.e; line DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR !/ I DEPARTMENT OF 'PUBLIC WORA crossings, line paralleling or proposed connections shall be field ALL TRENCHES FIVE FEET OR MORE IN DEPTH AND APPROVED BY THE OWNER SHEETS �� mbl type NO SCALE REZONE PERMIT NO. verified. PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM 1 me ass= v, YP O RDERS, THE PLAN SHALL PLANS -FOR THE IMPROVEMENT OF 11. Valve boxes shall be integral cast iron lid and fra STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY O V Ir GV -8, as manufactured by Southwest Foundry or Alhambra Foundry Com- BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CON- SPECIAL USE PERMIT NO. NONE r :y l t -c , Identification marking for lids per district directives. TRACTOR'S EXPENSE. GRADING PERMIT NO. L: OQSO 12. Internal ferrous serfaces of all valves exposed to water shall have ENCINITAS ESTATES UNIT NO.•4 Q �l a certified factory applied epoxy coating not less than 10 mils thick. BENCH MARK W l � FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES stn�cti ffllO�lXK� D iti A. Bf�JCfldf1U11ly0f1 -,• SAN DIEGO COUNTY FLOOD CONTROL DISTRICT LEUCADh L'GY/ NT)'W�9TER DiSl� /CT L /VENN „q /N MUN /C /PAL WATER DI5 ffT No. oarvon wa b Dow ESCRIPTIO p - A•S�MFN _ _ D N: RS. 1800 %IOD 27 A STREET (:L. /Vf�V As ded for ap rov A proved FOAJ ('on, on contractor agrees that in accor ttce wit genera y acce construction) WA]cl? IRKS APPROVAL Al �EV /,SE SEl✓EK M.fN N(/Mh�l�' /rte _. _ _ G��•i"�►,'.� V7 e, construction contractor will be required to assume sole and complete responsibility for .y ,A {�1 _ job site conditions during the course of construction of the project, including safety of all persbns! �- AS fjLl /(_7 � � L� practice, LocnnoN: AT THE /N TERSEC /ON EL /YV su B01 ISI NGIN E DTOR Of PU �c7f y Q Z n J s and proper y; that this requirement shell be made to apply continuously and not be limited 0 �� E�!//vEERIA (rDRP�I�/ /UIV AL ANO ENC /N /TAS BLVD. Ewyt9r work 7JV✓ ch.ck.d normal working hours, and construction contractor further agrees to defend, indemnify and hold) APPROVED'EY: APPROVED 0Y: O' °f �o o �ti� A VED 6Y c �� W professional ):armless from any ana all liability, real or alleged, in connection with the.I 15 CO//5'U I _ E/X� /Fi�l°I" RECORD FROM: NOf�TH COUNTY VERT/CLE C�NT/�L Q�TA p ref des ign - -4 '/ � y ASV aei /w's -as z�.79 U.sc �` cs /7aE -zssoo �� �'y 4 84 -/ performance of v.ork on this project, excepting liability arising from the sole negligence of design, 1 - 2 L� DATE: 7 �a 'C v EL DATUM. ofessional. ..__ _.___..,.__.... _. ') DATE: NoText NoText NoText NoText