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S-61-13.1-13.49. PLACE 16" X 25" C.N.P. ARCH.SMOOTH BORE. (SEE DETAILS, SHEET NO. 2). GENERAL NOTES 1.. STREET STATIONING REFERS TO t UNLESS OTHERWISE NOTED. 2. WATER SYSTEM SHALL BE INSTALLED TO CONFORM TO COSTA MESA COUNTY WATER DISTRICT STANDARDS. 3. SEWER SYSTEM SHALL BE INSTALLED TO CONFORM TO COSTA MESA SANITARY DISTRICT STANDARDS. 4. ALL'STREET WORK SHALL CONFORM TO CITY OF COSTA MESA STANDARDS. 5. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD NO. 11 AND 12. - 6. EXISTING IRRIGATION LINES AND APPURTENANCES SHALL NOT BE REMOVED OR ALTERED WITHOUT CONSENT Of OWNERS. 7, STREET MANE SIGNS TO BE INSTALLED (STANDARD PLAN NO. 17)-SHOWN THUS: 8. STREET LIGHTS TO BE INSTALLED SHOWN THUS: 9. SEWER SYSTEM: - 6" V.C.P. HOUSE CONNECTION SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY LINE FOR EACh LOT. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A 'PLOT PLAN# INDICATING THE RECOMMENDED LOCATION OF THE HOUSE CONNECTION FOR EACH LOT PRIOR TO SEWER MAIN CONSTRUCTION. ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING OF STREETS. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISHED GRADE. . THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISHED GRADE AFTER STREET SURFACING IS COMPLETED. IO." AFTER PLANT MIX SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD OF NOT LESS THAN FOUR (4) INDEX M A P WEEKS A SEAL COAT CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED A M Fick es R 01 '1 E 11. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING.. a `+ 12. SEWER STATIONING ON THESE PLANS REFERS TO ¢.OF SEWER ONLY, SHOWN THUS: p $ 13. WATER SERVICES SHALL BE INSTALLED PER COSTA: MESA COUNTY WATER RISTRICT, CIRCULATORY LETTER DATED JUNE 309 1y960. 14, FIRE HYDRANTS TO BE INSTALLED SHOWN TINTS: BENCH MARK DATUM OF CITY OF COSTA MESA: CHISELED n CONCRETE WALK,: S.E. CORNER INTERSECTION MESA DRIVE AND NEWPORT BOULEVARD IN PRIVATE WALK AROUND "BUD'S DRIVE -IN ": ELEVATION.- 62,48 COUNTY DATUMS SUBTRACT 0.60 ELEVATION - 6t.86 e eg. vi, nginear 8844 D. Sout worthk City Engineer Approved this day of ,1961. Approved this day of FOR COSTA NESA.SANITARY 013TRiCT FOR COS T A, COUNTY MATER: DISTRICT President Manag r TRACT N° 4184 CITY OF COSTA MESA CALIF. I leevlslorn 0[RIi11 Fhf B R Y I E E V 6 I V E E D I N 6 9H[[. LOCATIONMAP 10. REDWOOD HEADER 120; L.F. 11. STREET SIGNS .._�- - Y Each 12. STREET LIGHT ASSEMBLIES 10 Each 8043 13. 6" CURB ONLY (RETURNS a CROSS GUTTERS) t;7 L.F. 1. SEWERS F. N. " I. 8" V.C.P. SEWER MAINS (TOTAL INCL. OFF -SITE) 19912 L.F. 78#9c,T 11 2. STANDARD MAIINOLES (TOTAL) 8 Each V 3. 6" V.C.P. HOUSE CONNECTIONS 1,320 L,F. 4. STANDARD TEMPORARY CLEANOUT 1 Each 5. CONNECTION TO EXISTING MANHOLES 2 Each DRAINABE I I. CATCH BASIN 12' (COUNTY STANDARD PLAN NO. 520) 1 Each 2. CATCH BASIN 17' (COUNTY STANDARD PLAN NO. 5201 2 Each �. 3. .15, X 25" G.N.P. ARCH_ 163 L.F. WATER : I. ION WATER MAIN _ 460. L. F. 2. 6" WATER MAIN :. 1,578 L.F. 1.. 6" GATE VALVE 3 Each 4. FIRE HYDRANTS (COMPLETE) 4 Each 5. SINGLE WATER SERVICES 43 Each APPROVALS Approved this_Z� day of 11%1961. Approved this day of ,1961. FOR BOYLE,ENGINEERiNO FOR CITY OF CO A :MESA IO." AFTER PLANT MIX SURFACING HAS BEEN OPEN TO TRAFFIC FOR A PERIOD OF NOT LESS THAN FOUR (4) INDEX M A P WEEKS A SEAL COAT CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED A M Fick es R 01 '1 E 11. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING.. a `+ 12. SEWER STATIONING ON THESE PLANS REFERS TO ¢.OF SEWER ONLY, SHOWN THUS: p $ 13. WATER SERVICES SHALL BE INSTALLED PER COSTA: MESA COUNTY WATER RISTRICT, CIRCULATORY LETTER DATED JUNE 309 1y960. 14, FIRE HYDRANTS TO BE INSTALLED SHOWN TINTS: BENCH MARK DATUM OF CITY OF COSTA MESA: CHISELED n CONCRETE WALK,: S.E. CORNER INTERSECTION MESA DRIVE AND NEWPORT BOULEVARD IN PRIVATE WALK AROUND "BUD'S DRIVE -IN ": ELEVATION.- 62,48 COUNTY DATUMS SUBTRACT 0.60 ELEVATION - 6t.86 e eg. vi, nginear 8844 D. Sout worthk City Engineer Approved this day of ,1961. Approved this day of FOR COSTA NESA.SANITARY 013TRiCT FOR COS T A, COUNTY MATER: DISTRICT President Manag r TRACT N° 4184 CITY OF COSTA MESA CALIF. I leevlslorn 0[RIi11 Fhf B R Y I E E V 6 I V E E D I N 6 9H[[. LOCATIONMAP SANTA ANA. CALIF. 1 DRAWN NAM 8043 Q 464. 4 CM[CR[" AP F. N. /M[" R or _ I 78#9c,T 11 / Fq ...... ...... V t r SEE CONSTRUCT /ON NOTES ON SHEET Na Z AMMV r C. l7 DATA 1 . ... R• 25.00' SEE SNEET J r= 27 21 5 CURB DATA Re 4,95 Op ' \ 7• 20.54' S 61 _ 1 /0 /0I 20' 20 I/o I� . - z\ 43 . _ �\ (� CA' �,\ pfF.. 31p" I .'• -4L B9' i / /.B9 70.00' 70.00' 64.50' 11479' 1� - "�.. _ / \\ \tJ♦. O -� \�. L, 326' \...' co�W 9 1 23/. DATA- - M\ h 13 f i h - ft G d -7 °/a +\ �\ � b 86 :: � � 3 6rG 1 . 3 I 3 ci 3 ��51. M 3.1,9 x:2754; - N� N\ 8.- \ t. *\ I _ N NORTH- 23_/./B E .. ., \\ aro• \\\ - _ - v UN T= 13.79 , Iy 9 — E /ST. 8 Y. C. �u � M /0°W c 1 -1 - -- -- - - - - -- z 7 `C 9. ,e0./4s U- - Fµ $,�90' 4Li68' 63.80 63.50" 6.350 - - - - \\ ♦ \ - (FUTURE ) 1 130 m L 80 96 ✓ohs - -- - - - -- - -- Wv Iw;1 /o Q 3EGXR P: 4 3 6 7 \ \� G .( IA SANTIAGO ` �' 3, \ W -- 5 _m 3 6 f9q \\ MH 2 A S 5� o5g 3 2 oL �6 S \`\ \.\ .J �� 19, ROAD I 1,- ' /� ry ''`•�� DATA 14 �� N1� Sl V �' r' J-/ �� dde /5 °07'45° ♦ ♦ �// i79' — - -- Tom— - -- �� (4- Q �C. jn �•. �`IW 1 - �'�� CURB D.4 R• 465.00; --- . h - U� - i•1 9 Q' 0 d °/5°07'45 L• 122. 79, - \ ♦ -- (/ 58 ° Ztil N 1Q Q R: 445.00' Te 6/.75 7.80' w N • • IQ CURB DATA ourLET �y N OUTLET L =306! ° �. h• tQ r. THICK- ELEK IV, 2�3� TYPE B TYPE 4 WIDTH °v DRAKE A VENUE 0140. D /AM. 1 / _ H '51-90 8" 37.65 37.30 CA 7-C/4 BAS /N DATA C. B. WALL T- c. ourLET INLET OUTLET INLET M° LENGTH BERT- THICK- ELEK F. L. F. L. TYPE B TYPE 4 WIDTH NESS 0140. D /AM. 1 / 17'0# '51-90 8" 37.65 37.30 3/.88 33,00 3/. 88 36 "RCP /CMPA /6 "X26 CAPA 3,0 3' 0 2 17' O" 4' 4" _ 8° 3 /2' O" 4' 4" B" 37.33 93.00' '6" -7 a . 3� O.. r y r._ :1 Lr W 111 = MEN C_ - - 1 - r r —r- � MEN, — - :• =ram._ +� Simms � —o r y r._ :1 Lr W 111 = MEN - - 1 - r r —r- � II A LL W W z — M o - -_ CO LL 111 1 CURB DATA 77C �/ .3 � \ : 796' _ p/ �° 2 3 SEE SHEET 3 a J cj % 193 10 o ?r c /4 22 2/ 20 la�1 /7 ' _ 1. � \ ,10. O I /O 20' 20' /O 0. 6 00 2 o ? 3 u u ��- t^ 70. o0' I . 0Y I / p _ � I /3 � 1 1,oRt4okA I E4 1 114 70,00 70.00 .00' 70.00. 26.83 3/.99 r A o - _ I 6 I 1 Op cH. H t 3 o c p 8 pA 4 I I O s 6 y 4uGO0p , �`c 4 - -�II + 5p,a Ljj `V �Z �� o c, iv— ry 376. 83- - 3 0 (. 3 s R /36 q0 - �1 I I �fi t u u w o —.5 F r yb',,G -6"w— — – ��- //s 32 _ _ - - -r –I EAST – 462. S/' x i o N 3a6 "G IY b N_ _ // N Q w 11��Gf i �' ��b�G� —wl- I �+ 1 b G ; - _ _ - i�...... b NORTH - 246,00 // r U 272.22 ' - B" ✓CP 260, 00' B" l�C. P _- a U 1 246. 00' - 8 v C.F1 F .. Q � 3 �- - =• i 3 `a � a �� i� ,, y � a v eo0f M N ---- O,GF •o `� 6' f I 1 I I. I 3 4/7, 5/ 3 �- .:.._ - k� �0— G -- ` - - `•�� /DENT /CAL .� I ' - /56.00 ••- '/ - Q Q — r� (� 6 70. oo' 70.00' 7a, oo' 70, 00' 70,00' ss oo' I, : ' ..'.: 1�L Q ws N /4 1 I r d 78.00' u Z Cv,P8 ooT4 ---- I �' ,3 I, 3 �' ki I I i I ro O a =90 °00'00" r -- ' o T - -�° o� -- Q �. R= 2S. 00' CUR90ATA \ I II L= 39. 2T 9 i o p� A= 20 =2 /'S/ I I ° j 23 24- 2S 26 27 hI ( 31 f I I� vi 28 29 I 1 ' 29 N� b ��\ T: /7.96' 11 NI 60f 2 f 9'- 2 3 $ �i 0 �� I _.•ores E ���� 1 I Q I� �I F3 3� X37 ?3� 7% �j I ���a I �t -- .6e_.c. — Q Q j� / 2 3 5 �� SEE SWEET 3 u W I j to 20 20 1/o Q w 3 t f O 5 /0 20 /o 60' Q 60 SEE T!,/ /S SHEET j SEE TH /S � � SHEET Q _ SA/VT /A 00 ROAD L ORE TO A VENUE ►� SEE BENCH MARK ON SHEET N_° 1 PLAN SCALE: 1 m