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1999-5891 I (Plans) DECLARATION OF RESPONSIBLE CHARGE WORK TO BE DONE I HEREBY DECLARE THAT I AM THE ENGINEER OF Wt7R1C FOR THiS PROJECT, THAT I IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BI: DONE ACC TO HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS THESE PLANS, THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF DESIGN IS CONSISTENT WITH CURRENT STANDARDS. SUBDIVISION STREETS AND STANDARD REFERENCE DRAWINGS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. • - LEGEND BY � _ DESCRIPTION STD. DWG. QUANITY -UNIT TIMOTHY J. GG NS uv RCE DATE BURKETT O WOING ENGINEERS 6" CURB G -1 717 LF 3434 FOURTH AVENUE 6" TYPE "G" CURB &-GUTTER G -2 1037 LF SAN DIEGO, CALIFORNIA 92103 BO (619) 299 -5550 .10" 6" TYPE "A" DIKE (A.C. BERM) G-S 102 LF U ��� �__ ------- -__ - -- -- EX. a" VCp CROSS GUTTER G-13 1 EACH IT iS AGREED THAT FIELD - CONDiT[ONS MAY REQUiRE CHANGES TO THESE PLANS. �G� ��•' SEWER iT iS FURTHER AGREED THAT-THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED STREET NAME SIGN f 1 EACH CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS /� " I NEW STREET LIGHT 3 EACH MICH THE DIRECTOR OF ENGINEERING SERVICES DETERMINES ARE NECESSARY AND i/ �• EX. 8 AC -WATER DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. i CENTERLINE MONUMENT, M -10 6 EACH I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE / PLANS WITHIN THE EXISTING CITY RIGHT - OF - WAY WATHIN 60 DAYS AFTER - THE ISSUANCE � I i OAKCREST PARK COMMERCIAL DRIVEWAY G G - 1 EACH OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY EX. STREET LIGHTS REMOVED PER PLAN NORMAL WORKING DAY UNTiL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY EX-STREET LIGHT TO BE RETURNED TO CITY PUBLIC WORKS ALTERNATE COMMERCIAL DRIVEWAY G -16, G - Al 1 EACH OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. FH DEPARTMENT. I I (I (4 TYp.) P.C.0 SIDEWALK G -7, G -9, G-10, G-ii 1 1 1 1 1 1 1 1149 LF BY: SEE 5874 =! FOR ON -SITE GRADING I , 6" PCC MEDIAN CURB do GUTTER G-6 717 LF OLD OAKCREST PARK PEDESTRIAN RAMP G-27 2 EACH DRIVE VACATED P SEPARATE DOCUMENT. ( CURB OUTLET -TYPE A D -25 =_ 4 EACH OVER I , ADDRESS: Q = CROSS GUTTER G-12. G-13 ' i EACH co I I T REAINING WALL SDRSD C -11 39 LF, 14=6.33' MAX. �QaKCREST PARK DRIVE EX. 12" A CP -WATER I T -- - I EX. 30" STL- WATERS CU SLOPE (2:1 MAXIMUM) FiLL SLOPE (2:1 MAXiMUM)(SHOWN SHADED) r� FN - / �- EX. 12 RECLAIMED -WATER R/Wi LINE FiNiSH SPOT ELEVATION 35 30 I NEW LIGHT LOCATION 250 W O 200' STAGGERED EXISTING CONTOUR R R/ OAKCREST MIDDLE SCHOOL EXIST. SP ELEV. -w �- 10 20' s 20 10 II KEY MAP PROPOSED CONTOUR 356 � 5.5' 5.5' I'I SCALE 1 " =100' EXISTING WATER MAIN W .0 .0 0.576 CROWN ONLY APPROVED I EXISTING SEWER MAIN S WHERE REO'D TO FACILITATE EXISTING STORM DRAIN 4• AC COVER OVER SOWD FACILITIES SO 100 A SAND BAGS 0000 Q.S7t► 0.5% �BALOUR DR. R STORM DRANK LiNE - -r` SID 6" PCC CURB &-GUTTER, 6" BASE P.C.0 SIDEWALK 42' BALOUR DR t R/W CLEARiNG/WORK LUT TYPE G -2 35.5' 6.5' r " PCC CURB do GUTTER, ' ' PREPARATION OF SUBGRADE & A.C. PAVING ... ........ ' '� I I D O TYPE GG-2 �0 ° GRADE 11 35.51 do 6.5' 3.5' � ' (SEE TYPICAL SECTIONS NOTE 2) OAKCREST PARK DRIVE PLANE & CAP 1 1 pR� Q �� GR ADE MATCH LIP M TO OF i OF �-�E � -- O TYPICAL STREET SECTION GUTTER 1 8 ° �� - Nc " EA N EXIST. STREET 5" Ac � 1+44 TO 2 +20.00 - -- - T 0lgS PAVEMENT 2% 2x BOTTOM OF SLOPE REFERENC PLANS- 71 EXIST. STREET • 0) �s 1 J ., PLANING LINE PCC SIDEWALK - PAVEMENT �. DEERPARK ENCINITAS APARTMENT SiTE CG -2380 Q 1 MAX REMOVE EXIST. PCC SIDEWALK CROSS- GUTTER ENCINITAS BLVD AND VIA CANTEBRIA CG -2380 0 V R/w R/W 5" BASE 6" CURB do GUTTER, 6" CURB do GUTTER, Z TYPE G TYPE G GRADING PLANS: ENCINITAS COMMUNITY PARK CG -1543 L j 0 0' 20' c 20' � � s�REET BALOUR DRIVE BALOUR DRIVE IMPROVEMENT PLANS: FiRE STATION ON BALOUR ES 283 Z o u GHT 5.5 4' 24' 5.5 TYPICAL SECTION FROM STA 29 +7174 TYPICAL SECTION FROM STA 27 +32.74 GRADING PLANS: ENCINITAS COMMUNITY do SENIOR p 0' SCHOOL BUS LOADING •0i . . CENTER AT OAKCREST PARK 5874 -1 � Z do UNLOADING LANE TO STA. 30 +79.74 TO STA 29 +32.74 Q 4 . AC 1I =8.5 71m6.3 'c ;d (f) 2% J. F 2x 2% 4BALOUR DR. ��„ �� �" ' GRADING QUANTITIES �, SIT W < I I r W 6" BASE P.C.C. SIDEWALK STREET CUT FiLL TOTAL /STREET I VARIES VARIES CQ` E,), 2-31-" 6 PCC CURB do GUTTER, 6 " BASE 6» CURB & GUTTER 6 P.C.C. CURB, +(CY) (CY) (CY) 28 17 TO 35.5 5 -MIN. TYPE G -2 " P.C.C. CURB, TYPE G -2 TYPE G -1 BALOUR DRIVE +400 -40 +360 �� ADE ��' Ct ! :D of 6 �- cwt m D QR EX15TiNG _ _ - � � . • 0 TYPE G REET " �1 5 A6 w OAKCREST PARK EXIST. ST V ` OAKCREST PARK DRIVE DRIVE +, -,810 -23o PAVEMEN _ ?x _ < ' BOTTOM OF SLOPE � Q EARTHWORK QUANTITIES SHOWN ARE FOR ESTIMATING AND PERMIT A.0 SIDEWALK AS-BUI z STREET SECTION � PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY WITH SHRINKAGE, 6 A.0 BERM, FROM STA. 2 +87.40 TO STA 5 +72.00 LOSSES DUE TO CLEARING OPERATIONS, COMPACTION, SETTLEMENT, ETC:. TYPE G -5 1 (/) TI : Ss CONTRACTOR SHOULD VERIFY QUANTITIES PRIOR TO BIDDING Umse E : RCE DATE: � SEWER AGENCY SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPART BALOUR DRiVE VICINITY MAP REVIEWED BY: w (� TYPICAL SECTION FROM STA 26 +32.74 NOT TO SCALE Z w B B I/ J"4A4 �9 eY: Ot�� ocj TO STA 27 +32.74 - � SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 71 - &5 INSPECTOR DATE. 0 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT I RF Y D RAWN e Y H K Y APPROVALS CITY 4F ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. w Q DESCRIPTION: S.D. CO. WELL MON. -TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OV PLANS FOR THE IMPROVEMENT OF 5 BRASS CAP r� LOCATION: STA. 64 +10.97 R.S. 458 -66 HORIZONTAL DATE : 04 -30 -99 BY: BY: ' BALOUR DR. B TNT. ENCINITAS BLVD. OAKCREST PARK DRIVE C4. RECORD FROM: DIEGO COUNTY VERTICAL do 54198 SAN — R.C.E. NO.: ELEVATION: 33 DATUM: USCdcGS SIGNATURE DATE E EE EX p 12 -31 -99 DATE: DATE: WORK PROJECT NO. MUP 98 -068 SHEET 1 OF 10 CAD FILE: 5993JI.DWG PRO./: 5993 IMPROVEMENT NOTES SAN DIEGUITO WATER NOTES STREET LIGHT NOTES 1.13 WATER NOTES FOR IMPROVEMENT PLANS: 1. CONTRACTOR INSTALLING THE STREET LIGHTING DISTRIBUTION SYSTEM SHALL AO" - 9*0 00 A r 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES ( 1 WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED NOTIFY FIELD ENGINEER, A�IINIMUM OF THREE (3) DAYS v DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER PRIOR TO START OF WORK FOR APPROVAL OF CONDUIT LOCATION AND , DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK REQUIREMENTS. 2. THE STRUCTURAL SECTION SHALL BE iN ACCORDANCE WITH CITY OF FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. ' ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. "R" 2. CONTRACTOR SHALL VERIFY THAT ALL STREET LIGHTS ARE ACTIVATED AND VALUE TESTS MALL BE REQUIRED PRIOR TO CONSTRUCTION. (2) UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL NOTIFY FIELD ENGINEER A MAXIMUM OF FOUR (4) WEEKS • BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO �3L�NQ CS u4T ICI Q� ; 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. AFTER FINAL ELECTRICAL INSPECTION. • t I APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. '• (3) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN OF THE WATER MAIN 3. STREET LIGHT SCHEDULE '': • 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH aG CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, GRADE OF STREET STREET STREET NAME LOCATION CORNER/ TYPE OF WORK POLE CURB, CROSS GUTTER AND PAVING. LIGHT NO. REFERENCE STREET SIDE /WATTAGE TYPE •.: ! .� (4) ALL SERVICES TO BE CONSTRUCTED CLEAR OF-D-RIVEWAYS. X11 w v� 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 1 OAKCREST PAR SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE (5) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER W/0 BALOUR N/S - <N) 250 H.P.S. SDE -101 CA- �, •• EXl6T. • ' . THERE ARE NO OTHER EXISTING BOX FOR EACH RESIDENTIAL LOT. DRIVE 61' (STA1 +61> •' RECORDS. TO THE BEST OF OUR KNOWLEDGE, W/0 BALOUR S/S (N) 250 H.P.S. SDE -101 .•• ': 't ,'•� •' •�R;""" FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE 2 OAKCREST PAR CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT (6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE DRIVE 243' (STA3 +43) ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. RECORD OR NOT SHOWN ON THESE PLANS. 3 OAKCREST PAR W/0 BALOUR N/S (N) 250 H.P.S. SDE - 101 � 2 CSC. r'�10 (7) INSTALL FIRE HYDRANTS 2 FEET FROM BACK OF CURB, IF NO SIDEWALK DRIVE 425' (STAS +25> 6: LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE EXISTS OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO BE CONSTRUCTED. �O � ♦ ~ � d�. � ,9 CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY , �� ,�, oo ( Li nt f � EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES (8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER Ski • *VW► C SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF MAIN. REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION Of' EXISTING SOILS ENGINEERS CERTIFICATE :� N FACILITIES. (9) CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT'S -OF -WAY. I ��N�LrC_ g, �pL A REGISTERED CIVIL ENGINEER IN THE � 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS do ELECTRIC COMPANY S 3LE1 STATE OF CALIFORNIA, PRINICIPALLY DOING BUSINESS IN THE FIELD OF �"•r PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL (10) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE APPLIED SO4L MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF COIJ�'Y/NO COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, THE SOIL CONDITIONS PREVALENT WITHIir THIS SITE WAS MADE BY ME OR NOTI ALL ELECTRICAL AND GAS SERVICE'S WTHIN M PROJECT ARE CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE ``ff 'LINO GROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL CABLES AMID UNDER MY D CTiOIN BETWEEN THE DATES Z - �/ - WAS MADE RESULTS APPROVED BY THE CITY 0 F ENCINITAS, BEFORE THE WATER LINES 3- /L- ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE COMPANY. TELEPHONE: 1 -800- 422 -4133 (DIG ALERT) OFFICE. OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE (11) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS - INCLUDED IN THE S. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO SOILS REPORT F THIS PROJECT VE BEEN INCORPORATED IN THE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO IMPROVEMENT S E ONS. STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE WORK WATER DISTRICT'S SPECIFICATIONS. Iq ffEsS /ny WITH COMPANY REPRESENTATIVES. �; ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE (12) THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION SIGNED: "UNDERGROUND INSTALLATIONS" FOR LOCATION OF TELEPHONE CABLES AND DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR AND APPURTENANCES CONTACT PACIFIC BELL INSPECTION OF PROJECT. RCE NO.: 3 G 3 7 # p 36037 'M+ t �N11 TELEPHONE: 1 -800- 422 -4133 (DIG ALERT) (13) FILL AREAS MUST BE COMPACTED TO 909' PRIOR TO PIPE EXP. DATE: G��- 00 � s}/ . .. INSTALLATION. 9. IT SHALL BE THE RESPONSiBLILTY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND (14) APPROVAL OF THiS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT BEAR THE COST OF RELOCATIONS, IF NEEDED. CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, ' ' ' ' • ' ' 10. ALL TELEVISION SERVICES WITHIN THiS PROJECT ARE "UNDERGROUND OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT: OR STRUCTURE WITHIN THE LIMITS OF THiS PROJECT. NOTE: n TELEPHONE: 1 -800- 422 -4733 (DIG ALERT) (15) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN trt., NO FINISHED SURFACE IMPROVEMENTS ON BALOUR SHALL BE INSTALLED w = � LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE WITHOUT WRITTEN CONSENT OF THE CITY ENGINEER. 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON " FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN A CONSTRUCTION CHANGE WILL BE PROCESSED WHICH IfAY THE AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT LA WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT AFFECT THE DRAINAGE DISCHARGED /COLLECTED ON BALOUR DRIVE. TO THE CITY OF ENCINITAS. (16) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN d VLVN r1Piff 12. NO- PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. 1 1/2' AC FDM COURSE 1/'2' MAX. AGGREGATE ! . CO3Vr1ANUAr1CW s DEEP � .- OUTSIDE THE AREAS TO BE PAVED. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR PLA s I ll' TRENCH VID7H IF LESS T Twx 2' SLeA' � sN= E T s . �:• • • � . .. . : ' ' : . COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, 12. E 1 LDS SEE SPECS. REtMVE/REPLACE � 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE PAVEMEN TO GUTTER ' RESPONSIBILITY OF OWNER. !• OR REMOVE/REPLACE CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR AC BERM. �G(�•/� RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE 17 MINIMUM HORIZONTAL SEPARATION 0 F10 FEET REQUIRED BETWEEN FIRE rot PRIVATE IMPROVEMENTS. ( ) HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. La 14. ALL LUMINAIRES SHALL PROVIDE TRUE 90• CUTOFF, AND ALLOW NO ESCAPE EXIST. 6'CLASS 2 AGGREGATE BASE OF LIGHT ABOVE THE HORIZONTAL. (18) UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN COMPACTED M 95X MM PARALLELING WATER SERVICES. F F PAVEMENT RELATIVE COMPACTION 15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES ' DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT (19) CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY r» FIRST -�'�� X. AGGREGATE - PAVEMENT 48 HOURS OF NOTICE FOR SUCH A MEETING. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, o EXIST. PAVEMENT PLUS MEM33tANEj M PETRONAT, PHONE NUMBER: 760- 633 -2770 ETC.) THAT ARE EFFECTED BY PROJECT. Ld 1' AC -MIN. 3' AC 1P' GLASSGRM OR E(�UAL. O 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH n NAT VE OR �- MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND (20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS APPROVED BY THE DICE OF N WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ell THE CITY ENIGINEER. TOP 12' REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. • ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. COMPACTED TD 93'�L MIN. � 17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND IL W RELATIVE COMPACTION' WATER SERVICE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY, (21) USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN AND PIPE LENGTHS ti Q 2- INCHES HIGH INTO THE FACE OF THE CURB. WITH HiGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED GNEI 0 U ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND WARNING TAPE Z 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE * BEDDING W Q AND LOCATION APPROVED BY THE INSPECTOR. AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN SEE SPEC 0 END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 (' LLI 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS WITH SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. Z 0 SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT NOTES 0 Z SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN PLAiN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON , DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE L FOR DEPTHS UP TO 7, W TRECH SLVPM IS REQtRRED LNWJESS VET, UNSTATIILE Q STANDARD DRAWINGS (LATEST EDITION). CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET AND 1,150 FEET. PIPE 13R RUNNING SOIL IS ENCOUNTERED. FIIR DEPTHS EXCEEDING 5 FEET, SHORING OR � (n 20. THE SOILS REPORT TITLED REPORT OF GEOTECHNICAL INVESTIGATION LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY SOLID SHEATHING IS gECUIRED. WIRE VET, UNSTABLE OR RUNNING SOILIS AUTHORIZED BY DISTRICTS REPRESENTATIVE. EIVCOUNTEREII, SOLID SHEATHING IS REWIRED. • PROPOSED OAKCREST PARK COMMUNITY CENTER, OAKCREST PARK DRIVE f- W C AND BALOUR DRIVE, ENCINITAS, CALIFORNIA, PREPARED BY SOUTHERN CALIFORNIA P. EXISTING A.C. SHALL BE CUT AND REMOVED V4 Stxl•I A MfAMMM SO AS NOT 1M > to SOIL AND TESTING, INC., DATED MARCH 12, 1998, SHALL BE CONSIDERED AS A VERTICAL UL E 13R DISPLACE SHALL B LEL�PER PERPENDICULAR �.AR TO STREET Lj Q In PART OF THIS IMPROVEMENT PLAN. ALL GRADING SHALL BE DONE IN RA Ln ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED CENTERLINE, WHEN PRACTICAL. Y I IN SAID REPORT. 3. FINISH COURSE 13F AC RESLIRFACIM_ V�WA�L X LAID DOWN USING A � � � � PROPELLED SPREADER BOXY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. Qn 4. CHIP OR SLURRY SEALING SHALL BE APPLIED AS REQUIRED BY AGENCY. m N W O E VVM ii 0) cm � ENCiNiT"�a CRY OF �iUAS 8TA DAFD DRAWM REV BY APPR DATE z M r, A S -BUILT 7 .. Ty °N° �" VTL ffy BAIL License E xp ires , RCE DATE: . . AC STAND Cn Z W rNo. 4 198 DRAWING AFlD REVIEWED BY: W at Exp. 12-31-" NUMBER W Z or CAA INSPECTOR DATE: 0 0 O REVISIONS APPROVED DATE REFERENCES DATE DEVELOPMENT ° WN Y CHECKED Y APPROVALS C OF ITY ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w Q a- BENCH MARK SCALE COMMUNITY DEVE DE BY =D RA .V.. DESCRIPTION: S.D. CO. WELL MON. -TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED P OV PLANS FOR THE IMPROVEMENT OF BRASS CAP 5891-1 LOCATION: STS. 64 +10.97 R.S. 458 -66 HORIZONTAL DATE : �- 99 BY: BY: ' (NEW) OAKCREST PARK DRIVE C4.2 INT. ENCINITAS BLVD. do BALOUR DR. B R.C.E. NO.: 54198 DATE: DATE: ' S'ct� RECORD FROM: SAN DIEGO COUNTY VERTICAL SIGNATURE DATE ENG 12 -31 _99 ELEVATION: 332.83 DATUM: USC&GS EXP. WORK PROJECT NO. MUP 98 -068 SHEET 2 OF 10 CAD nLE: J. PROJ. 5993 BALOUR DRIVE DEMOLITION 12� h 1 REMOVE TWELVE (12) 2 CONCRETE BOLLARDS �� I > ui 2. REMOVE ONE SDRSD E -1 STREET LIGHT AND BASE AND STREET _4 x x x x _ SIGN. SIGN TO BE RETURNED TO PUBLIC WORKS DEPT. x 3. REMOVE TWO D -27 CONCRETE PEDESTRIAN RAMPS AND ONE G -12 CONCRETE CROSS GUTTER ti. ''�' •?,^ 4. REMOVE 4.5'WIDE CONCRETE SIDEWALK - 155.3LF 5. REMOVE G -2 TYPE G CONCRETE CURB AND GUTTER c 0 - 155.3 LF t ry O x h z ,e Q 6. MOVE AIR RELEASE VALVE AND BRICK HOUSING TO e ± �` M� NORTHSIDE OF NEW OAKCREST PARK DRIVE APPROX. 1 x � . `{ STA.1 +85 BEHIND NEW SIDEWALK IN FRONT OF NEW I • ---- � X RETAINING WAIL. _. C7 • � - r ,' ,..� �/ �,`� Y � \ r o to o � C 8: . • ,a- ._. - -- _ � ... - -- _ _ - ✓c [? o , E . r` l 7. REMOVE 19 TREES STUMPS -SIZES 4 "4 TO 10 "4 „ ' • �c� �.��- - . o t . �, � -, ,- BE 8. REMOVE 2REES STUMPS - SIDES 12 0& 14 0 N 0 I 3 4' 7 E 5 7 a _ _ t � do r 9. REMOVE 80 LF OF 4.5' WIDE A:C. WALKWAY -_ - "" - � - - _,- -- --- 10. REMOVE EXIST. D -25 CONCRETE OUTLET 2 4 1 11. RELOCATE SCHOOL CROSSING SIGN do POST BEHIND NEW A.C. SIDEWALK. M.� 6 F A.C. GUTTER - ..... _ .. _ - W - 12. REMOVE 6 LF 0 _. � � ,, 13. REMOVE 22LF OF 2'WIDE CONCRETE DOWN DRAIN 2 3 14. REMOVE 14,250 SF EXIST. BALOUR DRIVE AC PAVEMENT. tAl - W , .,.. x NEW OAKCREST PARK DRIVE DEMOLITION 15. REMOVE 18,400 SF OF EXISTING A.C. PARKING AND DRIVEWAY -- ' 16. REMOVE 160 LF OF PARKING CURB do GUTTER ---- to (D ` - r 17. REMOVE 230 LF OF PARKING CURB -r �j - - - - � _ y - ~ 14 18. REMOVE 80 LF OF 3' WIDE CONCRETE DITCH r - '} 19. REMOVE 4 -6 x8" WOOD BARACADES AND STL CABLE - f Y 20. REMOVE 2080 SF CONCRETE SIDEWALK - -- 21. REMOVE 180 LF OF STREET CURB & GUTTER 22. REMOVE 650 SF CONCRETE CROSS GUTTER -x - - - 23. REMOVE 7,450 SF EXISTING STREET A. C. , J' - ' �"') 2 4. REMOVE 14,600 SF BRUSH CLEARING do GRUBBING `"���` ��'� cn C) D x E QUANTITIES SHOWN ARE FOR ESTIMATING AND PERMITTING PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY. X ' � I � SCA S X20' ►� � I CONTRACTOR SHOULD VERIFY QUANTITIES BEFORE BIDDING. } x x LEGEND DEMO ITEM BY NUMBER (ANGLE OF - HATCH CHANGES _ I I 4 I .,,�� 0 f I I r \ O g Sig TO DIFFERENTIATE EACH ITEM) ` y 3 15 -1 1 11 1 VIN 4 _ 7 V8 24 21 _. Xs a N 1 CW - 18 l f 0) EXISTING _ ` - 3�c _ - _ ``_'` �_ _ -� ♦ ' A.C. PAVEMENT .38 I Q L3 Ljj C) r - DI x .348.9 x 348.7 �r J z 34�? _ r X..368.4 Sign �. (, DI 3FB.� Y 3 68.7 2 380 6 0 W Ga•�I Gate r 368.9 o c \ � � / / Z / o t� 0 .2 ' ` ' � t ro G Z � 369 � �. Q _ 00 0 V) -fit �b Uh X 3866 3 368.3 O D > 3 4c5: 8 x J48 6 367. _9 CO > 348 3 x.348 8 - 39x7.6 �.- X -' 3646 Sign 13 Lj < Lo VV J X6q 5 x .368.1 m Z) � Y � ;876 \ W� cV N I ,X69. U_ SCALE: 1 =30 Qo \ �I I Q) FESS A S - BUILT �� � M � Qao /� z ,�. w Lkense Exp ires- RCE DATE: 0 No 54198 EV. 12 -31 -99 REVIEWED BY: W t� s L�! � W O,CAL`f Z Iy Z INSPECTOR DATE: 0 0 0 Z � _ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT I N D Y PAWN Y H K Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N 0. Lij Q a- DESCRIPTION: S.D.CO. WELL MON. -TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED ROV PLANS FOR THE IMPROVEMENT OF 5 89 1- 1 BRASS CAP LOCATION: STA.64 +10.97 R.S. 458 -66 HORIZONTAL 1" = 20' DATE - 01730 BY: BY: CITY ENGINEER PARK DRIVE pa 4 INT. ENCINITAS BLVD do BALOUR DRIVE - J�� NO., 54198 C4•3 1 4 5 3' RECORD FROM: SAN DIEGO COUNTY VERTICAL EN R 12 -31 -99 DATE: DATE: DEMOLITION PLAN SHEET 3 OF 10 ELEVATION: 332.83 DATUM: USC&GS EXP. WORK PROJECT NO. MUP 98 -068 vim PLO CURB DATA SAN DIEGUITO WATER DISTRICT NOTES: N0. DELTA OR BRG. RADIUS LENGTH REMARKS 1. CONTRACTOR TO INSTALL ONE 2" AND ONE 1.5" WATER METER AND SERVICE LINES CONTRACTOR TO PAY PRICE OF CONNECTION FEE AS FOLLOWS: 0 Q = 89.47'28" 30.00 47.01 6 " CURB & GUTTER 1.5" SERVICE, TAP AND METER W/ RP DEVICE COMPLETE - $11,145.00 Q2 Q = 90'12'32" 30.00' 47.23' 6 "CURB & GUTTER 2" SERVICE, TAP AND METER W/ RP DEVICE COMPLETE - $19,162.00 3Q N88'37'55 "W - 391.88' 6 "CURB & GUTTER Rl N88'37'55 "W - 54.50' 6 "CURB & GUTTER 2. CONTRACTOR TO INSTALL 12" FIRE TAP AND 12" LINE TO EDGE OF RIGHT -OF -WAY. 5Q A - 44'0 0'23" 50.00' 38.40' 6 "CURB & GUTTER 3. SAN ELIJO JPA TO INSTALL 2" IRRIGATION TAP AND 2" LINE AND METER WITH © A = 43.44'05" 50.00' 38.17' 6 "CURB & GUTTER BOX COMPLETE, CONTRACTOR TO PAY PRICE OF INSTALLATION AS FOLLOWS: 7Q N88'37'55 "W - 360.00' 6" CURB 2" IRRIGATION METER COMPLETE - CALL DAN SHULENBURG (760) 753 -0345 ® Q - 18'28'06" 180.00' 58.02' 6 "CURB & GUTTER QQ N88'37'55 "W - 280.07 6" CURB 10 N88 "W - 280.07' 6 "CURB & GUTTER CENTERLINE DATA 11 Q = 183'30'48" 2.00' 6.28' 6" CURB N0. DELTA OR BRG. RADIUS LENGTH REMARKS 12 Q = 180 2.00' 6.28' 6 "CURB & GUTTER 1 N88'37'55 "W - 457.46' 1© N88 34 - 55 "W - 28.56' 6 "CURB & GUTTER 2 Q = 19'23'51" 200.00' 67.71' Q = 15'35'04" 200.00 63.54' 4 N84 "W - 11.21' ate 53.6 ^ x - 874 -1 , 4t3.? r J' �V88'3T55 "W 134.98':x., I ;WJ54 4f x 55. B W FO R iN G &RO i&ENT'S y \ �� LOT. _ j p x 55.1 X l r - - - r I \ rJ 40� 4 ta' RGP S'�ORM OR�n�I ` ` `�- 3 --,•, �' \ : '.' ) � � �' ( ` F ` - -SEEPUW ON SHT t4.6 SHT. X i75..> -� R. � fi > �' 2 49 f14�LE 0 rain .� -� r o 2� 1 -� nrP z Brush ►c?2.9 ,� B r RET'VIIA ' 1�ER I r (A �_ _ �• - �� r us h �m �<�' c .CONTOURS SE 5874 -4 ALL CROSS \ .F RSD -Tf -*� $' •� < ;+ 7tU" ENTERUNE ER FACE OF W + Ell .� � � < N - p ?.�� RSD -13 � Tank � 2 B ERMIT R + a - 1TNG GUTTER PIP 'Or ' /W N ATCH GU $ x to �I �' -- Y ` NORTHh, ELEVATION �--< n 88 8 .. I N t? v �i Sign 1 396'6 V+ai /j z _ ��,, / \ / ( N88'37�55 "W 37 .54 F • R =10 _ ^ W x & REII OYE E)USTING 6 O R. W DRAIN - -f - ..... o FROM STA 4 TO STA.6 +81.18 ,� k " _- UT ILL _ O WATER DRAM UNE y y �� `'° G � �� JA 6 +81.11'x AP REMAINING 8 O R.I. DRAM LINE _ TO 8 ABANDONED Nr PLAOE, FRbM > c, 0 P. NEEDS TO BE AISPO_ SED __QF PER \ } - �i o . - STA REQUIREMENTS. J STA 6 +81.18 TO CUL DE =SAC C&G _ i -!, •�+.` \t' + �,'S, ni -r .� 4i ,� t _ �' < .� CON ACTOR RESPONSIBLE FOR A1VY & y AL1�EF' S��', �.i.F- •'LENGTH , r Y • / • r : , •.,� •: f' . x � w1 +' 1 V . I �"" WY.� \ •' • t, ,� .( • • , •' , • ' Y' '� l -^ �__�•N , a _. _ ___ -- "`c of N8� 3 b9 . • ti 1 - - Shed • T5 ¢�. �. -- - --_ f .,_ r +�,.' I • •N • ;i 5''�, 3.2 "�. '2 "•Q',.�, 1NCt1T AND -';- ¢ SA ,� • , : • < t iti 1 I .•: n� ` T ' s, ' v l • ,pfN EXIST. A.C. • , ,..� • • , o • • ' . ' . .�' ' . ��': + 4 PAVEMENT r Ll _ - - ` v • r Y L 1J ?�-- ' _ ' 1 . - _ 3 D .. - E � 1 A P 3 !. E7. _ WATER _ _ - - - --- - ----- ...... _ • � . r , , . - - {� + ,, �. K�. _. W _ ' , - .,. - - .•� .. �... a(Y . _ _ �.� EX. 30�STEE. W 4T , _i. w w ,z • 1 1.4 IN W w Y �. _ -... - - - - - P L -BELL _.....- ._ -... _...- ..... - -- - : _ . -. - Gi a N • . - ---; -, - F -- -- Uj LLJ • l _ W ' . v _ _ +" �',�- 1K CUTS OF SIDEWALK 10 APART r , w O _ O _. .. r f- a \ z 1 3� = �NIERED ON 6 "O R.W. DRAIN'S ( r--- _ tr G W RAISE RIM ,`+R QVE < i N8837'__ " 5 7' . 74, �� �., _ , , _ _ Z x .18 \ �M EXISTING (i EXCA�AIE`� 14±LF 6 Z O DRAIN - tN& (V t1" FLNISH. E" J'SO + �, f _ - - -- a �, = W � A.C. X �38�. • , s . __ PAVEMENT ,• FROM CURB TO ELEV 3921 F 1 M t� -- - - - - N ! Llifi OF- - -.. - -- -_ m O , J W < w W INSTALL 7f LF NEW 6 OP YC a c,, ,,, v,`' k NECT TD EXISTING 6" DRAM LINE _ cn � n • -}- �o } ' - -- •�sc2� GRADING `,.� J -. �- o� Q�N _ �-•- <5 v'I r• _, r �. _ ~ a x v v,2 /WD NEW 18"x18 QUICKSET PARKWAY 'Q pp�I �' _ ,� J r `DRAIN BOX OR EQUAL•(JUNCTION BOX 00 V L STALL PEDESTR!•iRfi RAMP 346 9 I x 34,' 7 1 + cn Sin \,+ o� � ~ 2 +54.87, RT. 33.81 LF ! ! ! Q S DWG G - 27 0 6�° 4 ? �` v' 9 v' ; 6 INSTALL 4-,3'0 SIDEWALK UNDERDR z E A ER1 D D STA MERClA DRIVEWAY D 366.7 �0 2 4 �° _ Q P E.NDE ACTOR SHALL EXERCISE X66 q n , h ,�, �' �� 3 2 J via SDRSD D -27 Got INSTALL 12 F . zYp F _ � __._�- - ASPHALT o • <� = r CONTRACTOR SHALL REPLACE ALL DAMAGED W 0 (J') _ -f-` - ° - - -- - PER_SQRSO _ -14- _ 4 3 CARE WHEN WORKING AROUND NEW o - t � �-� �iMIPROVEMENTS TO THE SATISFACTION OF 12 "ACP WATER LINE AND 30 PAVEMENT E N � _ 2 r THE CITY ENGINEER. 0 W STEEL WATER LINE _ - m 0 3692 - ' \_ r INSTALL 12' ODE D.G. DRIVE � p k • EE LETTER OF PERMISSION D TED: r o �° , X86 6 W 4 DEPTH OF D.G. S _ // 225 SO -FT ai F R P CIAL _ -. OFFSITE GRADING. _ �� i I _ O (/LPPROX. AREA ) SEE SHEET C4.6 � ^ rr _ < X48 �TION OF 12 ACPWATER 387.6 `" <' Q 348 8 P . TE L X 48 s I CONSTRUCT PcC 0A� SECTION I R " p J /I v, p :J :.J (f) 3 AND 30 STEEL WATER LINE ;6�? 6 �} g , 6.5 Pcc /s cTE o 1 -12" TEE x FLC TEE Sign ) -_ -- - - - (SEE SHEET 5) 14 : 2 -12" A•C.xPVC COUPLgVGS S f- ' C N a 1 - 12" FLGxrfM GATE VALVE r I J~` + I + LF 12" C -900 PVC CL150 PIPE J J 1 ~ C1 cv 85 ti ( ` F- Ln } X Y 368. ? W Q LC) STA. 3 +87.41 RT. �` ;BJ 3 _J RAISE CATH%C PR M PAW D '�E �: VALVE RISER TO GR fE elf 47 SCALE 1" =30' Cn \ < ,35'7, 6 `� I - x 369 4\ D o 0) r' i m� ••ON 30 15 0 30 60 90 LLJ L - -- _ _ - "AS- BUILT" SCALX Of I= z 1 inch = 30 ft. Qa�ESS,o 0 1 1. License E kn• RCE DATE: O UJI A REVIEWED BY: W Cn No. 54198 ^� Exp. 12 -31 -99 z LiJ W c�v1 F OP INSPECTOR DATE: CD 0 0 aF �� Z 0 -r REVISIONS APPROVED DATE REFERENCES DATE INCH MARK SCALE DE SIGNED Y RA Y H K Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. W Q a- 0 VE DESCRIPTION: S.D.CO. WELL MON. -TOP OF PLANS PREPARED UNDER SUPERVISION OF 30' DATE RECOMMENDED PLANS FOR THE IMPROVEMENT OF. 5 8 9 1-1 BRASS CAP HORIZONTAL: 1" = - 04 -30 - 99 BY: BY: LOCATION: STA.64 +10.97 R.S. 458 -66 1 LJ - CITY ENGINEER PAW A INT. ENCINITAS BLVD. & BALOUR DRIVE I°�'`'` R.C.E. NO.: 54198 RECORD FROM: SAN DIEGO COUNTY E EER DATE: DATE: SHEET 4 OF 10 ELEVATION: 332.83 DATUM: USC &GS EXP. 12 -31 -99 WORK PROJECT NO. MUP 98 -068 •' n v pp + d " MID 3'X N `I�ItRLY 'CURB ` : 8 ' o 3's0 9 9 r• 47.12' 11 �. & .78 J 1tRbFtllt or o eo for t3dIG ''� a EXISTING GRADE °D r�i X-- (�IfTTER , � e�tx,R opt. N P.I. 380.03 • ST/. 5+40 Gt -a. G2 -3.70% 370 CURB LINE -- ------- - -y - -- g 8 s 0 CENTERLINt 'c3 _,_ � t GRADE 300 � 360 Nb F-w '' , CURB RETURN . 8 4 m NORTHEA C ORNER 8 �,• g '� : N • 1 i N dD do N G t 4� 1�- i + j p. �5 + 69 .40 Lf s ; CONCRETE PAVEMENT + 2. 6.5" PCC; 5' CTH 3 ro no SKI N -'- i V. '1.. ° 47.1 P.I. - 344.91 0 1+90. N Int aF ,,,, SOUTHERLY CUR 11.78 10 8 1�,• rt EXIS'n"G GRADE ' + ' P03+40 .I. 363.88 a c 4C E 6 i . N bL 8 6 n ♦ 370 09 40 + r + OD NEW 6" ACBERM M SALMA Lai o .rte + - - A - - - _ 8 GU R r s.ac>hlc ' OFU SOLE 3W SGUTI !EASTER t� $ VERT.: 1" 8' x d HORZ.: 1" =40' + : d N ' N N 000 D/w t N 7 a 4 a e 3 1 +00 1 +50 2+00 2 +50 3+00 3+50 4+00 4+50 �- 5+00 5+50 t o Ex smG mom •r z N ♦ WG M EXMT PA T N 1 i� W STORM DRAIN PROFILE ALE z , ALL RCP PIPE TO BE 1350 —D. N N .�i � 07 ■r W VERT.. 1 4 ! _ _ , vi z W 3S0 H HM Z« 1 =20' H n ♦� 8 < IA Z EXISTING PAVEMETVT � W ♦ x 0 f° N S� f. • S.+ 4 f 6• pRA� Z 34s 0 X , ,� . V) 0 HGL =14.2 w; a �c I f QOM 10 EPS 3 = W �'• W V 0 £F':S• / S�pRM pRAv BR aJ N 7v af v / _... / Cr 336 12.6 , — N p in W �O M , , w _ _ — s 2.40'X ao N _ _ O S 20 10 0 20 40 60 32 C.F.S.. C °0 12 '6 5 DRA IN LLJ G 7 _ — ti 41 88^'24 »R STOR HGL•�18.1" -- - - - - - -- QR OF ESS i » AS BUILT MM M l C z J STORM N SCAW IN FM ORC 89.88 ~242 4pK 4i - ft H ; CIO l inch 20 RCE DATE: C z 2 o Into. "198 � Lkwse E ien: , .. - - s , , . 12 31 99 � REVIEWED BY: w C!) r _ V r W L� W 1 +00 1 +50 4i 2 +00 2 +50 3+00 3+50 4+00 4+50 5+00 5+50'%I z Z INSPECTOR DATE: u c) C REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE I N Y RAWN Y H K Y APPROVALS CITY OF C NS ENINITAS ENGINEERING DEPARTMENT DRAWING NO. w Q a DESCRIPTION: BRASS CAP MON. -TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D AP? VED PLANS FOR THE IMPROVEMENT OF: - DATE �� 8Y: B Y : 5891-1 LOCATION: STA.64 +10.97 R.S. 458 -66 HORIZONTAL 1 " - �(.� PAM INT. ENCINITAS BLVD. do BALOUR DRIVE �J 54198 CITY ENGINEER C� RECORD FROM: SAN DIEGO COUNTY VERTICAL - - 4'� EN i ER 12 - 31 - 99 R.C.E. N0. DATE: - - DATE: ' ELEVATION: 332.83 DATUM: USCdcGS EXP. WORK PROJECT N0. MUP 98 -Ofi8 SHEET 5 OF 10 CJW FlLU 599 J5.0 NEW: PLO 350 CENTERLINE DATA U NO. DELTA OR BRG. RADIUS LENGTH REMARKS } M D 8 5 N1 '22'05 "E - 150.00' g * n b t4 ,,, N !+ N ^6 6 N1*22'05"E 150.00 - - - -- ' p M � h ^+ n t b NaMf o r� -.- - - v N1 r 8 � � � s � � � S M N N � O! -XfST. p#tC�E11E ri ri �t + h ^ ,r, +o� __- M -. . T g EXIST. PROFI --- - - - -`- E'LY TOP OF CURB E'LY TOP OF UR8 PROP TOP OF CURB - - - - - - - - - - _ N N n c3 ♦ + +^ �PROFlLE OF O.d7� N � r v g . EASTERLY CURB IE7as�nNC - - -- _ teo� E'L TOP OF CURB PRO POSE D TOP OF a,ae CURB DATA 30 340 try + g - N0. DELTA OR BRG. RADIUS LENGTH REMARKS CAI EASTERLY CURB = GA3 LINE 13 N1'22'05 "E = 100.00; 6" CURB & GUT. _ N12'08 E 101.93 6" A.C. BERM el R 01 ♦ 8 + i + rn �+" + + h "' 16 N1 - 05 "E - 108.00' 6" CURB & GUT. + ♦ r pp �f v + + ri cY h p� v �i h p• h h M M v t �f n M 8 8 � -r. __- •.-- �__�- _ ter- � !!VV h h + - �i N O ,�i� ap » C+1 M n n V + > Q a ` + di 6 c�i ? n $ .. 'r b r + PROFILE �- N N 1� + r� 0 !+l '� Q ► e3 > '� t . O h N N t m ° M A STORM DRAIN DATA oFl� - N N v �_ RADIUS LENGTH REMARKS PROPOSED Eov t>`RLME a + -- _ _ NO. DELTA OR �tG. - - PROFILE S89'38'59 "E 69.88' 24" RCP 30 h S1 - 22'05"W - 141.89' 24" RCP 31 100' V.r.; V.P.L343•S1 • STA.27 +3274; S26'04'S0 "E = 178.00' 18" RCP CENTERLINE 28 GI-2.02X G2 -O.5x S26'04'50 "E 70.18' 18" RCP PROFILE SCALE az:: 1- _2W SEE DWG 4.5 FOR STORM DRAIN PROFILE it O c� Fv_J rr) I �0 ) �- r . O STA. 5 +60.19 ) �/ 0 70.18 LF , RCP STORM DRAIN GRADING MIT LINE STA.4 +89.77 x f ST. S TA. 2 +45.0 , I d� I INSTALL CURB INLET INSTALL CLEANOUT SDRSD D -3 C AU TIO N I I f CLEANOUT - SDR§1� -9 � PER I ^�� • x RIM= 354.45FG --. - - I.E.346 i- ' _ .82 1 ~ R SHALL EXERCISE � RIM= 353.86 TEMP � �!� T.G.350.99 - _ _ �� � CONTRACTO 5FL 12 PVC 08.35% (E) �,_,�' _ CARE WHEN WORKING AROUND ,y+ - NOTE: I �. } N 78' 02'Wt E; IE344.42-- __ x °1 a DEMO OF EXISTING OAKCREST DRIVE 12" - SDWD 18" DRAIN LINE 5LF 1� 08.63% (W) , + -__ __ , �- IS TO BE THE LAST PORTION �F �� S 78 W IE344 i !' , ci 0 WORK PER CITY ENGIP EER ^� i. 1 �� v ! 1 �`� ' , �, o ° CD SEE 5874 - FOR STORM t O�t� STA1 +85 CON TO INSTALL ! - w"7 d' C AUTI O N I I I } VENT STRUCTURE AND VENT PIPING "> c � DRAIN LOCATIONS & ELEVATIONS - - -. �GQ x x4 x4.5 F h x CONTRACTOR SHALL _ _ 0 TuBOUT �'" 50 LF OF VENT PIPING; 3 EXERCISE W 66LF 12 PVC TEMP. CONNECT T S f 1 �`` PER DETAIL A SHEET 4.2 V) RELOCATE SIGN TO NEW OAKt�ST PK D . �F W CARE WHEN WORKING AROUND LOUR DR. TA.28 + � 1 + 4 4.0 D O 2" H.P. GAS LINE X f 32.74 R S G UTTER' �• MA TCHLA. INE S L•,�, 3 NEW CUB & GU • - 45' SIDED SITE �-- LAJ ' i RE CONSTRUC REMOVE EXIST PCC SrD�wAUC P�R CESD UTILITY TRENCH H I ' TRIANGLE WIDE TRENCH S CONSTRUCT 6 y _ �' � ' PER CESD UTILITY TRENCH BACKFILL, ✓� & CURB RETURN x ► BACKFILL & RESURFACING STD. (2 TYI�) L; U) - �rO� �_ INSTALL CROSS GUTTER �. & RESURFACING 5TD. -' n? OF 2) j REMOVE EXIST. & REPLACE W/ NEW (2 �• � ? 141.89 LF 24 RCP STORM DRAIN _ ; I � SPCC SIDEWALK, CURB &GUTTER _.. I 'S PER SD DWG G -12 x �< I < I REMOVE EXIST. _ i i v Y y t ti f - y �U PCC , CROSS GUTTER v O a N 01 '3 4 E 5 7 100' TRANSITION �4 3 3 7 S ; .Y MOW. • T !V � � r • *� co v - J , ; B ERM . . SLOTH • ;� � .r -. - - , `,: • • ,�..•, �` � ", .� - r ; 1 � TRANSITION P ON TO EXISTING N t ,^ '�•` -' • . • • • • • . • . • . '. "� . ' . ' 1 . ' ,• ",. • - s' � • ` �4 ' v) (nm PAVEMENT. MAX. WIDTH 10 • 0� V •�ls _ t _ - _ Li F s __ . _..._... 3 - _ - � .. O► I C� < I f� X • • -fir • • �G .Q • . t, . c' �0 * • �n O - _ Wj - b.94R 0 W . • • •� r 3 �. z� �° ro z oo ,•.'.•., .o ., .•, ,• Q.' �� V# F ,•, f� �' 7 CV a, ,� • , •Y Y • , < • • , • W , .__. - rte' - - , --- �A M �• 6 • s N c� C av rri< f v I� �',• .' .Y '•• •',• .' .'•• .' •• 1 •••.'•• �,• Q• •' •',d:',• .' .'.• .'Qt.'•• .' ••.• •'. •. LEI ul 1w a Q 3 n per' I ao�. oo' M ,� N ��' Q� arv� 0 W 3 Os Z �_ �-� Y - - -- _ • . F- / V W.0- v.+ ~ W_ +�- _�� - �: '�,,� .�o? r V_t1p �z zz 0�' 1v� - - i ti y - c M N < < < 7 - W -� _ -- -; REMOVE EXIST. AC WALK do PLACE p N o -- z W _ a Z °' fi �f O H z - z N W cn'h M t *� �L - x - x e-'r�, _ 1• ` 1 ;i;.� - _ I z p oc cn In C� tr lei _ z cn _ ve t b' X + - 3 < A / ^ p -' O O �, - Zv - ry E W 5' AC WALK PER P L N F � � O < p p X \ z a p as - W� O �'� MATCH EXISZ�ING. - O ti !' i • -- 04 Z Z, W 1 W �- a - - �'� �-k �. � W j W z • I r`,� GUTTER LIP -_ �i 0x p ' -,�!' � ,,`� . _ ��' !- 0'�' �� 0 - �'�' CALI -TI Q f III % C3 ¢ 1 CS j D m O F- W t lv 0 ti ' 1 <v f Ct Q x G` + < r °° �_- <� W W �, h _ g ,�e �'� ,�o�'�x�' �'`�• ,' �c ti_ Q ' ° COt�R,iCTOR SH LL EXERCISE �, - Lo o r` - I W , Av �. - 0 r �� ,�� P � Y N N % + o e x d o r CARE WHEN WO ING AROUND i N - ____`\ �N X ��, h y �'� c�' o �v�a X12 "ACP WATER E AN D 30" $ 8 o� '' SCALE 1 - 20 - - trj < 3 p rv� "3` �� �` dc. 0 pw C` d Qy :r oo p ± o < < jo ���' ,��'�`'� ��� g . oa'� ` TEEL WATER LINE N E m 04 S N N� << M M W � �) _ w�O,� x .fr� 1 l x x • O i` p Q k. C}' A, w, �y - - V_ o W z z J x �� x l� �! ° . 3- 0) W 1 N �� '� SEE SHEET C4.6 FOR SPECIAL `) F S�; '"� G� " AS -BUILT z a `+� INSTALL PIED. RAMP PROTECTION OF 12 ACS' WATER LINE " %, <^ IN EXIST SIDEWALK AND 30" STEEL WATER LINES c!) - - - - -- - - H ; 'S PER SDRSD G -27, TYPE 8 E RCE DATE: .. 0 Limm o N o. 19a REF ES -283 FOR SIDEWALK REVIEWED BY: w ----------- Z Exp.12 -31 -99 sr c►v ��' z WW , � Z ° CA% %fl INSPECTOR DATE: 0 C) 0 �_ REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT I N Y D R AWN Y H K Z Y APPROVALS CITY O EN CINITAS ENGINEERING D . w Q CL R DEPARTMENT RAWING NO DESCRIPTION: S.D.CO. WELL MON. -TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A VE PLANS FOR THE IMPROVEMENT OF: BRASS CAP 5891-1 LOCATION: STA.64 +10.97 R.S. 458 -66 HORIZONTAL 1" = 20' DATE p -30 BY: BY: CITY NGINEER P INT. ENCINITAS BLVD. & BALOUR DRIVE " - �"'�• R.C.E. NO.� 54198 C4.6 RECORD FROM: SAN DIEGO COUNTY VERTICAL --�- -, DATE: - DATE: ' SIGNING, STRIPING AND LIGHTING EER 12 -31 -99 SHEET 6 OF 10 ELEVATION: 332.83 DATUM: USCdcGS EXP. WORK PROJECT N0. MUP 98 -068 CAL) FILE: ME* PLOT 33±LF w TH ICK PCC SLM / A SEE DETAIL op 1.1 LF OVER 2" / I PC 8 / ' DETAIL / / d" TH16( tc SEE DETA OF I PR LE OF 0 op INI H AD .;� FlNI H AD ,N1 ll :OVER 1 ACP E ' GO OVE 3 " S LINE bRO ILE � PROFILE IEXISIING' GRI�DE �P 1 A XIS NG GR P 3 PI FROM LD OVER 12' ACP U t VE 30 S eEl NE LD ME UR TS, CO A T P TH ��FI �� C IFY � P 10 � � T CdNSThUC110N I P IOR J C S UC ON I w e S PE P OF L SdAL E POE �S +A VIEF T.: 1 6' VE T.: 1 w 6' 0 Z.: 1" =30� HO Z.: 1 � 30 2 3 1 2 3 PROFILE 12 "ACP MAIN PROFILE 30" STEEL MAIN �C�AUT o _- — - all y ra'rn x J o v DATE: DATE: rush > .353D r u sip ite Gate r 7 iti �'� /n. < �; ,, 36.7 Mk ` i q HH T _ a i A I 7/ ? N I l ,.37, q T I Gote .HH G n � HH y + N 0 3�? o 3� 8 - _ _ _ _. _ - - - - _ � ­_ _.,.� �� , i .-- -- � f4t " _.. - - .... - - - - i.11• . liJ .. ry ! H v -106 N _ ..� . V � W _ - -._ - -- .._... _.. _ ; .� ... _ - ........ r V' / "(06 1- M H 342.02 -- _ 342 02 H T -� W_ -_� �' I . FHI t ri ww. _ . •} _ -.___ _ 34 >.6 VH CAUTION ! ! ! CAUTION ! ! ! CAUTION ! ! ! 12" ACP WATER LINE HAS LESS THAN 3 FEET 12" ACP WATER LINE HAS 3.4 FEET 30" STEEL WATER LINE HAS 3 FEET FINISH O OF COVER - PROTECT WITH CONCRETE PIPE FINISH COVER - PROTECT WITH CONCRETE PIPE OF COVER - PROTECT WITH CONCRETE PIPE N COVER SHOWN BELOW COVER SHOWN BELOW COVER SHOWN BELOW • 0 OC Q 4' 6' 0 U NEW STRUCTURAL SECTION NEW STRUCTURAL SECTION W « W 2' 2' 3' 3' 0 FG FG C') _ O � MAXIMUM EXCAVATION DEPTH FOR MAXIMUM EXCAVATION DEPTH FOR Q PLACEMENT OF NEW STRUCTURAL SECTION _t_% PLACEMENT OF NEW STRUCTURAL SECTION NORMAL DEPTH OF '� SECTION (VARIES) NORMAL DEPTH OF '� SECTION (VARIES) NEW STRUCTURAL NEW STRUCTURAL • SECTION (VARIES) , SECTION (VARIES) • '' r. ,: • .. 6" PCC -560 -C -3250 r. 6" PCC 560 -C -3250 L Q to 1 FOOT MINIMUM 1 FOOT MINIMUM Z3 MINE COVER OVER PIPE COVER OVER PIPE R CONCRETE . i MINOR CONCRETE M N � PIPE COVER i PIPE COVER) �i 0 _. LL. A \\ EXISTING 12 ACP SDWD WATER PIPE '� \� EXISTING 30" STL SDWD WATER PIPE Q �oFESS, AS —BUILT Z M UNDISTURBED Q UNDISTURBED �o � EARTH y� `'�� /f/ EARTH R D ATE : (n M O License Expires: ti No . 54198 Emq.12 -31 -99 REVIEWED BY: U-) Z CONCRETE PIPE COVER DETAIL ��� ' ' CONCRETE PIPE COVER DETAIL z of z � OF c "` %�� INSPECTOR DATE: o O O NOT TO SCALE NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT sl NED Y RAWN Y H K Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w Q GL DESCRIPTION: S.D.CO. WELL MON. -TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED OVE PLANS FOR THE IMPROVEMENT OF: 5 891- 1 Q BRASS CAP HORIZONTAL ]" _ 30' DATE - BY: BY WA PR LOCATION: STA.64 +10.97 R.S. 458 -66 CITY ENGINEER C4 INT. ENCiNITAS BLVD. do BALOUR DRIVE R FROM: SAN DIEGO COUNTY _ N R.C.E. N0. 54198 PARK DIM VERTICAL ] E EE R ELEVATION: 332.83 DATUM: USC3cGS EXP. 12 -31 -99 WORK PROJECT NO. MUP 98 -068 SHEET 7 OF 10 CON71ROL LA ��N R O ► 0 0 i IN S T -- -- — — -- -- — - -- - _ 1 I J . i - R.t� .. {t po r ' � � SAYMCiJT AND ; T _: �. — I PAVEMEN - Df?ArN ONE (WATER) Lk 6 _ � 'LSD r E .A P� _. a r VV - } L 'r'Y --±- _ E W- - - - '- , W E W � J� _..... E yV FTI oc wA — _ Y Y ti —� -_ n1 - - E E W i t. w E W _._..... J, fi .._... oc Mew E ---- � ra. T �. 6 + 06S 19M "'-- A.G PAVEMENT STA. 3ge7.41. RT. 37f LF ' ' RAISE 0Ai}'IWC PROZECTtON - - - =- t • + za J -- -. —. �_ - =J VALVE RMR TO (TRADE o LEG c/) ° Y — = EROSION CONTROL o° `" �' �� SAND BAGS SPACED 1 ~ ! I � ONG , � i AT 60 MAXIMUM AL x CURBS AND AS SHOWN. . 4 I ! ;T SCALE: 1 " -40' �Il II I Li 0 r • M3 �) 0 1 cn o ` 77 V j Y 0 SJION -... .-_ -------- Q I 4vz a , 0 x :3 E' — - lal (� � EG -- -EG EG --1EG - .♦ t 5. w EX. 3 "ACP WATER EW d3 "'� - i Ew -- — .__. :. E EW EAU � � 3 - . = < - _ EW I - EW - _._. E w— Ew Ew E - 8 WATER �} WW - EW EW— C W -- _ -30� U Ew - -- -- EW A E - - -- — - -- _ N -`� w E W-- —. - — - - w E _. R --- S D ,v �/ ( W 0 l EX 12 "ACP WATER i - .. V E S U— �—:- E f) D —_ E S V - - EX. 12"Rw WATER Z Z ET— ET- ET .� - a I E S � 0 Q E T -�-� • - E T' E _ � N MATCH TI - - -- - -- _- EXIS �` ET E T E7 ET ET � V) J PAVEMENT I I _- EDGE OF 0 0' I �L 1 — _.. CU cn y oAr - _ B x x — � � r - Q 0) - oFESS, "AS— BUILT" Z M w 'If, 114. QR � J0 16. 1 6 W X �se E Ire.RCE DATE: 0 Z No. 54198 REVIEWED BY: Exp. 12-31-99 � W - - - -- %r> Cf V % Z � Z ® Qc CAI. f--i INSPECTOR DATE: LD r=1 O REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE N Y I DRAWN BY I CHECKED Y APPROVALS CITY OF ENCINI ENGINEERING DEPARTMENT DRAWING NO, LL1 <L CL DESCRIPTION: S.D.CO. WELL MON. -TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AlyfflV D A PLANS FOR THE IMPROVEMENT OF: BRASS CAP 5891-1 LOCATION: STA.64 +10.97 R.S. 458 -66 HORIZONTAL SHOWN DATE 1 04 -'0 -9 9 BYI BY1 PORTION OF BALIOM DI M QMCRM INT. ENCINITAS BLVD. do BALOUR DRIVE O,/J. - C4.S EROSION PLAN �( R.C.E. NO. = 54198 MW DATE; 5- — DATE1 4 ' PARK DRM EROSION CON'T'ROL RECORD FROM: SAN DIEGO COUNTY VERTICAL EN I R 12 -31 -99 SHEET 8 OF 10 CAL) FILE: OW Dwo ELEVATION: 332.83 DATUM: USC&GS EXP, WORK PROJECT NO. MUP 98 -068 VIEVA PLO TRAFFIC CONTROL STRIPING NOTES 1. ALL STRIPING AND INISTALLATION OF ALL PAVEMENT MARKERS AND SKXS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PAVEMENT MARKERS AND STRIPING SHALL CONFORM TO SECTION 84 AND SECTION 85 OF THE LATES CALTRANS TRAFFIC CONTROL MANUAL 2 CONTROL OF ALIGNMENT AND LAYOUT SHALL K THE RESPONSIB11L1TY OF THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE TRAFFIC ENGINEER. I SECTION 84- 03.02, 'MATERIALS,' OF 1HE STANDARD SPECIFICATION, IS AMENDED TO READ: PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO 1EH FOLLOWNG STATE SPECIFICATIONS: EMU RAPID DRY WATER- 90M ATE AND YELLOW WO-42L-30 OR _ _ _ _ r 7- _ WO-WO-SIG-10 ,.-_ '� - w GLASS 9EADS SHALL CONFORM TO STATE SPEAf� 810`10-51.L-22 A71ON NO. 810`10-51.L-22 ... ) 22 TYPE N - ___.__.�= r J � J , . _ ___ ____. _ _ �-��� Y , y _ _ HLINE, t EE BELOW , ( , � 5� > » ) mac,? WHITE ARROW IN ;` / rr► �.. W COPIES OF STATE SPECIFICATIONS FOR TRAFFIC PART AND GAS 9EADS MAY BE OBTAINED f\101 3 4 3 7 E 5 7 4 ___ - - _ FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128, SACRAMENTO, CA 95819, "' - - '- - '' _ _ �E - -- - (619) 739 -2400. a .. v a o -1<I o a - �;i _ - - S CHOOL ( ING SIGN -- VI BE REMOVE 4. THINNING OF PAINT L NOT ALLOV0. `�- INSTALLATION B 5. THE CONTRACTOR SHALL IISTALL REFL.ECTORIZED PAYMENT MARKERS ON ALL LANE LINES AND CENTERLINE STRIPING. d. 323' . . "`� .? `f' Ol S . t THE CONTRACTOR IS NESPONS�E FOR All OF CONIF LICTING STRIPING AND > c �0 ti • `� , i, {� REPLACING ALL SIRIPING AND PAVEMENT MARKING REMOVED DUE TO CONSTRUCTION. - u'l 7L ' .� y ✓J;. �` .. T �� -7 INSTALLATION 7. THE INSTALLATION OF ALL SIGNS ILL K DONE BY THE CONTRACTOR. ALL SIGNS MUST nr ^ ■� p CONFORM TO THE CAIJFORMA DEPARTMENT OF TRANSPORTATION TRAFFIC MANUAL ALL SIAM _._ -- __ -- ...- x x - ._. -- ... ..._..._ - - _.x POSTS MUST K ANCHORED TNID FEET IN CONCRETE AND 18-24 MCHES FRM FACE OF CURB. _ COO* (n X 1 THE BOTTOM OF SIGNS MUST SE" (7) FEET FROM THE GROUND. 13.0' f Q = Z 15 ' 8. CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEER UPON - COMPLETION OF _- .� -- ---- _ __ _ 1._ m `�� lo, N 42f STRIPING AND SIGNING. -- -- ---~" -" j MSTALLATI ICI Z` y t v X -r -- `�� �� W -- DOUBLE YELLOW, DETAIL 2 a E - -+}s ; ' " . _ LE YELLOW SAIL 2 �� DOUBLE OW, DETAIL 22 CALTRANS MANU J' � S tAL�TRANS MANUAL 1 1 j _ _ ' CA 8 SOLIDI - DETAIL 38 WSTALLA'RON 8 �� L ANS MANUAL �> �f ' AL ANS MANUAL - -- , \ �` 3 0 +, 48.5' Z o 82.5' 90 � 116 2' L_ TRANSITION t J _ v LLJ _ I \ / Cr LLJ PANT 12 SOLID YELLOW � X j j X X -WALK IN THERMOPLASTIC SANDBLAST EXIST. �' C) SCA 0 : 1 0 � (TWO IN BALOUR STREET) X -ING STRIPING ^^ (ONE IN OAKCREST PARK DRIVE) x X NEW STREET LIGHT #2 ON NEW POLE PER SDE -101 NEW STREET LIGHT #3 ON NEW POLE PER SDE -101 STA.3 +43; 250 WATTS HPS; HGT =28FT STA.5 +25; 250 WATTS HPS; HGT =28FT INSTALL SALVAGED STREET SIGN ON NEW POLE INSTALL NEW STREET LIGHT ON NEW POLE PER SDE -101 "KEEP RIGHT", R7; R3 & "DO NOT ENTER ", W11 STA.1 +61; 250 WATTS HPS; HGT =28FT SIGNS 3 - - x- 1 , h �tl ) pipe - -- 0 390 Z '9f�001 a a�Cr� • o s CENTER 010 20' ''' 1 Q ,,-.�� r'' �. T -� - ... i 401. �Y v`�Y�� --� 1 t X � �i I �1 T�.r' ENTRANCE _ u _ � ' a �� -- - - - -_ X 401.3 _ I err w� �� - - - - -.. _ 4 -.. J 1 _... - � � ,4 OA � -�^_ Z-� � 7 - � � ` V'J l '� x -. t,./ ¢ ti -'i� - �.� -L - -y _-7 -- x _ 2t>' - t -til..t � i L"'� x � � N �N K DRl x � 0) o. , � x �G , R��� 5 9 1 � 3f8. t9 0 Sol z ( 386 - Z d J54 2 / w ` L�� - -- - - 8E x - ; 871 EXISTING 6. 5 - - - -� � z � TYPE IV (STRAIGHT) INSTALL 1 % A.C. PAVEMENT Y ;86.8 Q SOLD IN�►TE 'S�_.`_�_ _w i11'E�RROW iN - -- - Z = PER CALTRANS MANUAL ~�~ THERMOPLASTIC ° ` -� NOT EN � w ' t Q r p FIGURE 6 -40 TYPICAL a .34 ?AVEMENT MARKINGS _ ;49 9 x ,348.7 (3 TYR) W11 SIGN � Si �' � o� � Z x 36d. 4 7 g n _ �.. 3 386 6 Gott G�te x 368 y 36 . 4' DASHED YELLOW - DETAIL 1 V ��6E? 9 0 ° \ - _ ' ' - , .� N ' � , / � � � C) ,� PAINT 12' SOLD YELLOW - - -x- - CALTRANS MANUAL ; CALTRANS MANUAL E ® �� , \ W Q ---- X-N►ALK IN THERMOPLASTIC 2124 LF LONG 366 LF LONG TO CENTER �' , , _� �` Y Lo (ONE IN OAKCREST PARK DRIVES OF CUL -DE -SAC ° 06y �A ��. V ;48 8 x 3480 x 367.9 /',� 38i 6 x -z r) r /I - / C 7 CV CO < j49 3 x J49 8 � 368 s -�,�° � R D 1 � J J 1 � • • p Sign C I / � � A x 368.2 s �oFESS/ � \ AS -BUILT z � Q aw, J M� `� 388.3 M . . �. ' 369.0 381.6 \ \ E .RCE DATE: .. Ueense SCALE: 1" = 3 0 w No. 54198 REVIEWED BY: Li! (n Exp. 12 -31 -" I � V �r _ z Z OF CM.�f INSPECTOR DATE: C5 0 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT CT N Y RA AppROVALS CITY OF ENCINITA8 ENGINEERING DEPARTMENT DRAWING NO. w Y H K Z O _ Q CL DESCRIPTION: S.D.CO. WELL MON. -TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED OVE PLANS FOR THE IMPROVEMENT OF: 5891-1 BRASS CAP vU LOCATION: STA.64 +10.97 R.S. 458 -66 HORIZONTAL 1" = 20' DATE 1 -04' 30 - 99 BY: BY: P� INT. ENCINITAS BLVD. do BALOUR DRIVE CITY E GINEER C4.9 RECORD FROM: SAN DIEGO COUNTY VERTICAL 1 = 4 R.C.E. N0. 54198 DATE: DATE: SIGNING, STRIPING AND LIGHTING ELEVATION: 332.83 DATUM: USC&GS EER 12 -31 -99 EXP. WORK PROJECT N0. MUP 98 -068 SHEET 9 OF 10 CAD HLE VIEW PL BALOUR DRIVE C pCC BUS LOADMG ! S . . 348 48 r I -. G _. 440 � � � A � 360 ' t 6• l� ^ E GROU s/w PL N ever- OAdIN - -- -- - - --- -- -- - _ - - ...- --- 3w - -- - -._ -- ..____ _-° -- ----- — --- — - 4 Reim GRACE 1 or AN 1 - -- — - -- � A nNM -- - - - - 356 m GRADE ! 6 CUR & TTER I XI GR o 1 MATCH EXIST. S J / XIST GROU �i i 6x I 2 \ a a� 344 _..._.. _^ ADE _ . - -- 344 .. -- N 344 , M 9 p op of 354.00 AC 2 ASE 8 � _. �- .._ _ ._. _. .... - 3+00 f I � ?Tnr aav - - - - -- - - - - - -- - - - sto � NEW C&G ' _ — - , 3" C / ' EXIST. GROUND _�' t UNLO NG 5+00 GR 5" ! ASE 4 AC S/W V _ a • e 340 - - - -- - -- - - - ._ - 8• A -- _ . --- - -.._. _ . 354 Bl1S L JIDRMG GRADE + UN2 - — .. 380 338.00 8 00 ssa 00 -- - ----- e • 26+32.74 27 +x'1.74 = 1+00 331.00 TW \-E T . 0 ND 1 ^ i I i �S . GROU D � 348 3 i J E AST. OU �` N' � (GRADE 3+50 \ t � i i '374. 00 XIS(. GROUN i N 372 6" RB do Fins 4 N GRADE i 6" CURB . dt GU 2X 2% i 344 344 -ft _ __ 344 4" S / w : xt GROUN EXIS . GROU D T / I- ~ AC 0.'. j UN O NG LANE G i ADE UNLOADING ! I v A �IATCI EXi F - PCC /W TTER ASE 6 8 AS ?!� : o B S ..•: � % BCE 8 8A i / i • APPROVED BY CITY ENGINEER i 1 +50 TO FACILITATE COVER OF SDWD 4" A S /W / DRA 1 Y ACP MID 30' M LINES i I ' 27 — T ...._ R - ND TDY a.- .j40 E GRAD ! 380.00 352 -- -- ' — - - - -- -- � 6+00 r l � ��Y �V XIST. GROUN t 338. 338. �' 6" R8 MST. GROUND "+W.74 - F 28+32.74 9ft w -- � \ - pI ADE M o \ I s/w r— 0. - 348 - W2 00 _. i 1 384 .. = � .s� 4+00 I 8- KC, CROSS GUTTER Q A 5" HA15E 1 V 348 e'er PCC 30 jw - .. _ .. 348. 0 0.a'V sB2. i BU 5 W S LOADRIG ! t UNLOADNG E 200 6+50 GR ' `PCC -� C� ST. OUND XI _ _ - 356 /N► 2% � i O Z GR N EXIST. G ND XIST. GROUN Q 6" :CURB � at GU GIZA 3.� n ADE M ATCH, EXIST.: up s EXIST. ROUND H ca " i _..� / 0 GUTTEi c � 344 344 3 _.. XIT. ! �ND iMi1SM A B LS �. s!' Q to 1 5 C BgSE 5' BAS �— , urw JEW ; � t • Lo b. A 39'0.00 81 BA 5• a r L 5• • �- - I RT S IL _ _ -- - 36 2 4+30 �- � 0) Z 3 W Q N DR kN oU�ET / 4 � PCC S/W LL i Cn / PRO LE: P ALOUR DRA OAKCREST PARK DR 340 od 340 s� lu?tnr ' scALFS: H " = 2 0' "A S — BUILT" z , R 350 00 „ VER. 1 =2 i o Q �,� £ 0 J. � 2 +50 STA 6+81.18 ' = y ono PAPROVEMENT RCE DATE: � -- 0 Umse Expires: 20 10 0 20 40 60 REVIEWED BY: L s 00 X00 No. 54198 NEW OAKCREST PARK DRIVE _ -__ -__ _ ___ �.) O—Z W Lwnw Awr DAry �V E 12-31- w `I'�. Cl VI le scmx IN rn? Z z 28+dZ74 27 +32.74 VC Cr CAO 1 inch = 20 ft. INSPECTOR DATE: L3 Q a Z Q = REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED DRAWN Y CHECKED Y APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. L Q CL DESCRIPTION: S.D.CO. WELL MON. —TOP OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED OVE PLANS FOR THE IMPROVEMENT OF: 5891-1 BRASS CAP ., _ p�•= ;p _ gg LOCATION: STA.64 +10.97 R.S. 458 -66 HORIZONTAL 1 20 _ DATE BYE BYt INT. ENCINITAS BLVD. do BALOUR DRIVE " R,C.E. NO. 54198 CITY ENGINEER C4.10 RECORD FROM: SAN DIEGO COUNTY VERTICAL 1 " 2 DATE -S' DATEi STREET SECTIONS ENG ER EXP 12_31 -99 WORK PROJECT NO. MUP 98 -068 SHEET 10 OF 10 ELEVATION: 332.83 DATUM: USCdcGS L �l uVwul